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HomeMy WebLinkAbout47247-Z o�c,UFFOI�c Town of Southold 9/24/2023 P.O.Box 1179 h 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 44568 Date: 9/24/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 580 Old Shipyard Ln, Southold SCTM#: 473889 Sec/Block/Lot: 64.-2-45 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/22/2021 pursuant to which Building Permit No. 47247 dated 12/21/2021 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: single family dwelling with unfinished basement, covered entries, screened porch,attached storage and unfinished attic space as applied for per ZBA#7531, dated 9/16/2021. The certificate is issued to Keller SA Revoc Trt of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-21-0135 7/28/2023 ELECTRICAL CERTIFICATE NO. 47247 5/17/2023 PLUMBERS CERTIFICATION DATED 11/9/2022 TNI Purrazz 1 hoz Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "o • SOUTHOLD, NY 0 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 #: 47247 Date: 12/21/2021 Permission is hereby granted to: Keller SA Revoc Trt 11 Moffitt Blvd Bay Shore, NY 11706 To: Demolish existing house and construct new single family dwelling as applied for per ZBA#7531 and SCHD approvals. At premises located at: 580 Old Shipyard Ln, Southold SCTM #473889 Sec/Block/Lot# 64.-2-45 Pursuant to application dated 10/22/2021 and approved by the Building Inspector. To expire on 6/22/2023. Fees: DEMOLITION $754.90 SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,658.00 CO-NEW DWELLING $50.00 Total: $2,462.90 Building Inspector pF SO!/jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlin(aD_town.Southold.ny.us Southold,NY 11971-0959 Q�yC0UN1Y,�c� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Keller SA Revoc Trt Address: 580 Old Shipyard Ln city,Soputhold st: NY zip: 11971 Building Permit#: 47247 section: 64 Block: 2 Lot: 45 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Giella Electric License No: 4411 ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 56 Ceiling Fixtures 68 Bath Exhaust Fan 6 Service 3 ph Hot Water Gas GFCI Recpt 14 Wall Fixtures 37 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 35 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 1 Combo Smoke/CO 4 Transfer Switch UC Lights 0' Dryer RecptX2 Emergency Strobe Heat Detectors 1 Disconnect 200A Switches 76 4'LED Exit Fixtures Sump Pump Other Equipment: Fridge, Mini Fridge-2, Icemaker, Micro, Hood, DW-2, Trash Comp., W/D-2, Steam Shower, Gas FP, Sauna Notes: New Two Story Inspector Signature: Date: May 17, 2023 S.Devlin-Cert Electrical Compliance Form R V sa�ry©� Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION ::PT AOL D Date: 1 � 1 � 1 20, , Building Permit No. q I �2-)4 1 Owner: ( )4-cp}tel o-n i (Please print) Plumbers. I P(�f��L:f,�� Ind J (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (� 8*bers Sign r Sworn to before me this SNA M11,9''' day of , 20 O� STATE \ j OF NEW YORK 1 NOTAR BLIC p M164423 64 a Notary Public, Col�tity `'isS�oN Exp,�N\\\\ JDJI lin IC ii iVl '� 13 g APR 0 5 2023 - NEW YORKs BUILDING T C C 1 I N O L O G Y �/V�/6 V GROUP Affidavit Of 2020 ECCC Compliance Date: 3/23/2023 Inspection Address: 580 Old Shipyard Lane,Southold NY 11971 This is to Certify that on 3/16/2023 the above address has been tested in accordance with the provisions of the 2020 ECCC of New York State Building Standards and Codes: 402.4.1.2 Building Envelope Tightness: (Blower Door) Building infiltration rate has been tested in accordance with RESNET/ICC 380 and meets the minimum standard of: 3ACH50 Conditioned Floor Area: 3093 Blower Door Test Result: 223 Conditioned Volume: 1 44761 1 Leakage in ACH50: 3.00 402.4.1.2 2020 ECCC Compliance: I PASS 403.2.2 Duct Sealing: (Duct Blaster Test)The Building duct and plenum system has bee est by in accordance with Appendix A of National Home Energy Rating Technical Guidelines and ASHRAE 152,and meets the minimum requirement of:<4 cfm25pa per 100 Ft2 of conditioned floor area. System 1: Bsmt Leakage CFM@25: 58 Supply R-value: Return R-value System 2: Attic Leakage CFM@25: 41 Supply R-value: Return R-value System 3: Leakage CFM@25: Supply R-value: Return R-value Total Combined Leakage: 1 99 CFM@25 Leakage Limit: 1 1 123.721 JCFM@2 403.3.3 2 2020 ECCC Compliance: I PASS Mechanical Ventilation: As Tested: I 274 Required: 1 771M1507 Compliance I Pass Combustion Safety Testing: I See Attached Report Insulation and Thermal Bypass: I Not Inspected HERS QA Provider: Signature of Certified RESNET HERS Rater: Performance Systems Development 124 Brindley Street,Ithaca NY 14850 0-e a Provider ID#:1998-072 Ce Tom Baccarella rtification #3587347 607-277-6240 Notice of independent Status.Asper the requirements the 2020 Building Code of NYS, New York Building Technology Group Inc.and/or it's Inspectors(Raters)are not and shall not be owned,controlled by,or have shared financial interest with the owner of the project,the General Contractor,the subcontractors,or any entity responsible for the construction or management of any project inspected by this agency.I further certify that as independent third party Inspectors(Raters), New York Building Technology Group Inc.and its employees shall avoid conflicts of interest with regard to its professional activities. 159 Route 25A, Bldg 1 Suite B, Miller Place, NY 11764 Telephone:631495 0289 Fax: 631509 4538 Email: NYBTGTB@gmail.com D" I APR O New York Building Technology Group L I 5 2023 159 Rt.25A, Bldg.1 Suite B G NEW YORK • BUILDING 9 , Miller Place, NY 11953 ® I TEC N NOL 0 G Y ,/��g����)1�,�pp //�yypp y�_-rP(1 �-�Tel.(631)495-0289 Fax(631)389-2808 LAOVv VVp1V® VU1Y'iE)Lj) Combustion Safety Testing Form Certified Home Address: 580 Old Shipyard Lane City: Southold Multi-Unit Bldg ID: Multi-Unit Unit ID: Builder Name: Ringer Construction Builder Tracking#: Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Unconditioned Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 11/15/2022 Outdoors Temp During Test: 44 OF CAZ Depressurization (Note:Net Change=Test Pressure-Base Pressure) Base Pressure: NA pa. CAZ Ambient CO: NA PPM Test Pressure: NA pa. Appliances/Fireplace Simulated for Test?Yes No X Net Change: 0 pa. If Yes,Total CFM Simulated (explain in noses) NOTES: eating System Primary_Yes x No Type:Furnace Boiler x Heat Pump Other Eff ciencXl Fuel TypeZ Ventingypc3 Draft Spillage Spillage CO CO Pascal) orst Case (Natural) (Worst Case (Natural) Rating: 95 AFUE N x P 0_E_ N V M S X NA Pa. Pass x Fail Pass X Fail NA ,PPM NA PPM Primary_Yes x Type: Standard Tank_Indirect_Tankless_ Size:_ 4 Water Heater No Instantaneous x Commercial Style Common Vent C3(See Note S below) (Gallons) — Stand Alone � s Venting Type; Draft Spillage Spillage CO CO E rcienc Fuel yps' Pascal (7Vorst Case atural (Worst Case alu al EF: .95 NX P O E N M S X NA Pa. Pass X Fail Pass x Fail NA PPM NA PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes x No— Oven CO 96 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System E rcienc : Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal ZFuel Type: N=Natural Gas P=Propane O=Oil E=Electric 3Venting Type. N=Natural/Atmospheric V=Natural/Atmospheric PLUS Vent Damper M=Mechanically Assisted S=Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances re fardless of Venting Type,if the exhaust vent is accessible. 4Water Heater StVle: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Tom Baccarella hater Number: 3587347 Rater Signature: 4 Date: Dec 14, 2022 v s 1h brm 90106 01CST Form 2011 FOR 2011 USE ONLY Corresponds to BHI -2011 2020 NYECC Certificate �Vl � 580 Old Shipyard Lane, Sout of APR 5 z 23 Building Envelope InsulationLey. Ceiling: Above Grade Walls: Foundation Walls: Exposed Floor: Slab: Window Data U-Factor SHGC Mechanical Equipment Heat: AFUE= Type: Cool: SEER= Type: DHW: EF— Type: Builder or Design Professional Signature: Building Envelope Testing Infiltration: 2238 cfm 50 Infiltration Volume: 44761 Ductl 58cfm25 Duct2 41 cfm25 Duct3 Duct4 Total Duct Leakage 99 cfm 25 HERS Rater _--- Signature: Thomas Baccarella Rater#: 3587347 New York Building Technology Group Test Date: 3/16/2023 '�� yyy Iyf iw hr♦ JhJ h' � r =� - i SY _ -. L r"-�= �A -: j �. •'l !. }� r Ary E' � Y d ' •1'1� r�R•3 1. ;f V lke T QST� c.s.-.-• '��§�p� )�y�,tiui -7+�_ ��,jj��J�r_y nF 1 L It jm— ,� � Z• j4 •c. � c'J1i r f 4 t. .. a , w '�,'' ra" A��� .r ,��+ v t e rr it•`�3•!+ � t .� �:° ,5, • " .Y ,t+., y. Er �!�'�S f` tsar a5 ,�dy n4 ,1. i k , fy � �, y^`t. 5 {•. 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F :qtr ��. ,y"�r y x tf, :� �I � ,�2r'.�4.. , , � 1'S� _�, ,!r r�!.�,,R i3•". ��yy ��.::ia s � �r Wil; • �+r �r� y '� - `�..r o it� F� atm 'r� �t � �'s�4 t 4 y.Y*'e,�y�' i aP,♦y• I , ar ,�'ii .r. ii ,•.1�t�� s� , ., yr7F,.'� .:�..:'�L�1.'�t 4. .�rr �vs�i:• i . '�. _ ��r� r t AMP,, t r� ... •mss 1< �'i.: ♦�.,+�.�t r ,i��:i,.L.�+,Vsr.. ..+�.� .s..;�t 3�� � r �.� _��' �• 1 } 4 r - ' i. v Miws i■ n name 091 lot •�'.,•f fes: - _ ,L �!! � � -jp- Pool - FIELD:INSFEC 'ION"REQRT. -IJATE;. CO.MIVILNS FOUNDATION IST FOUNDATION:(2ND):. Z ROUGH FRAlyIING SZ y PLUM *0. . S- INSULATION.PER N.,Y'.. . H. STATE ENERGY CODE AM 9 t r Q. FINAL. ADDITIbNAL CO ', TS. . V : V 2 QV C iM , c 2 ,.. �m -� 5-0\ t-4e,4 4 r o�guFFOik�o TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road R. O. Box 1179 Southold NY 11971-0959 x�oy o oyJ' Telephone(631) 765-1802 Fax (631) 765-9502https://www.southoldtownny.go n EC APPLICATION FOR BUILDING PERMIT OCT TtaRf i cl BUILDING !DEPT. TQWN.OF SOUTHOLD For Office Use PERMIT NO. Building Inspec or: APR 3 R Pnpi Applications and forms"must be filled out in their-entirety::lncomplete"... ::re ,,applications,will not be accepted. Where the'Applicant isnot the owner;an .Owner's Authorization form(Page 2)shall be;completed; Date: OWNERVS)OF PROPERTY:.:.: Name: SA Keller Revocable Trust SCTM# 1000- 64-02-45 Project Address: 580 Old.Shipyard. Lane, Southold, N.Y. 11971 Phone#: 5167398-5659 Email:skeller@nickersoncorp.com Mailing Address: 11 Moffitt Blvd., Bayshore, N.Y. 11706 CONTACT;PERSON:: Name: Michael A. Kimack Mailing Address: P.O.. Box. 1047, Southold,. N.Y. 11971 Phone#: 516-658=6807 Email: mkimack2 verizon"..net, DESIGN;PROFESSIONAL;INFORMATION:' Name: Mark Schwartz, AIA Mailing Address: P.O. Box 933,, Cutchogue,,N.Y. 11935 Phone#:631-734-4185 Email:mksarchitect@optonline.net 7. CO,NTRACTOR,INFORMATION: . Name: TBD Mailing Address: Phone#: Email: bESCRIRt16N'.OF.PROPOSED CONSTRUCTION 'F-1 New Structure RAddition ®Alteration ❑Repair ODemolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes *No Will excess fill be removed from premises? ❑Yes D No -- 1 PROPERTY INFORMATION Existing use of property: residential one, family Intended use of property: residential one family Zone or use district in which premises is situated: Are :here any covenants and restrictions with respect to this property? [-Yes FJNo IF YES, PROVIDE A COPY. ❑ Check BOX After Reading: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant:to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): M�chael A. Ki mac @Authorized Agent ❑Owner � Signature of Applicant: Ai�6, /G`alG /l Date: STATE OF NEW YORK) SS: COUNTY OF Suffolk ) Michael A. Kimaclk being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract; above named, (S)he is the Agent (Contractor,Agent, Corporate Officer, etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this �Lday ofAXLL _ 2021 Nota Public DAVID J.JANNUZZI NOTARY PUBLIC,STATE OF NEW Y RK Registration No.02JA6052585 PROPERTY OWNER AU'I HOR)ZATION Qu�iliired in Suffolk County Commission Expires February13, (Where-the applicant is not the owner) Stephanie Keller _ 11 Moffitt Blvd., Bayshore —_. ---- — _-- residing at N.Y-. 11706 do hereby authorize Michael A. Kimack -- _ to apply on my half t the Town of Southold Building Department for approval as describ d herein. Owner's Signature D te� Stephanie Keller Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 18, 2021 TO: Michael Kimack(Keller) PO Box 1047 Southold,NY 11971 Please take notice that your application dated April 30, 2021: For permit to: demolish and reconstruct a single-family dwelling and construct an accessory in-ground swimming_pool at: Location of property: 580 Old Shipyard Lane, Southold,NY County Tax Map No. 1000 - Section 64 Block 2 Lot 45 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 11,250 sq. ft. lot in the 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 front yard setback of 35 feet and a maximum lot coverage of 20%. The site plan notes the front yard setback of 33.1 feet and the lot coverage at 20.85%. Authorized ig 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 �F SOU Southold Town Hall ��Leslie Kanes Weisman,Chairperson. �o�� Ty��o 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. COQ 54375 Main Road(at Youngs Avenue) Nicholas PlanamentoOlyCOo 0VULUUM 111 11711 ECE'VELJ http://so-dtholdtownny.gov .//so-dtholdtownn ov �- o:1:.. f '� SE2 0 2021 D ONING BOARD OF APPEALS P TOWN OF SOUTHOLD SEP. 2 2 2021 Tel.(631)765-1809•Fax(631)765-9064 Southold ' own Clerk ' BL'ILI;NG DEPT. To wpll OF S�LiY'D.T;�71L�S;011 IBERATIONS AND DETERMINATION = MEETING OF SEPTEMBER 1.6;2021 ZBA FILE: #7531 NAME OF APPLICANT:. Stephanie A. Keller Rev. Trust PROPERTY LOCATION: 580 Old Shipyard Lane, Southold,NY. SCTM#1000-64-2-45 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this .application and determines that this review falls under'the.Type Il category.of the State's List of.Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE This application was not required to be referred to the Suffolk County Department of Planning-under-the Suffolk County Administrative Code Sections A 14.-14 to_23, L;WRP DETERMINATION: The,relief,.perFnit,,or interpretation requested .in this application is listed under:the. 1Vlinor Actions.exempt list and is not subj.ectto review under Chapter 268. PROPERTY FACTS/DESCR PTION: The subi6ct property is an 11,250 square foot parcel located ii the Residential. R-40 Zoning District. T-h northerly property line measures 75:00 feet; the easterly property line measures 150.00 feet,the southerly Oroperty: line measures 75..00 feet and is adjacent to Old'Shipyard Road,and the westerly,property line measures 150 feet. The property.is improved with an existing two-story frame dwelling with an attached one- car garage as shown on the survey map prepared by Peter A. Groben,LS, and dated September 11,2020. BASIS OF APPLICATION: Request for Variances from Article XXIII, Section 280-124 and the Building Inspector's.May 18,2021 Notice of Disapproval based on an application for a permit to demolish and reconstruct a single-family dwelling and-to construct an.accessory in-ground swimming pool;at; 1-)single family dwelling located less than the code required minimuin front yard setback of 35 feet; 2) more than the code permitted maximum lot coverage of 20%; located at 580 Old Shipyard Lane, Southold,NY. SCTM#1000-64-2-45. RELIEF REQUESTED: The applicant requests variances to demolish and reconstruct a single-family dwelling and construct an accessory in-ground swimming pool.. The proposed construction,on this nonconforming 11,250 square foot lot in the 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 front yard setback of 35 feet and a maximum lot coverage of 20%. The site plan notes the front yard'setback of 33.1 feet and the lot coverage at 20.85% prepared by.Mark Schwartz, Architect and dated April 20, 2021. ADDITIONAL INFORMATION: The applicant proposes to eliminate the nonpermitted side yard setback. The applicant will use the existing foundation rebuilding the first and the second floor and will maintain the current septic system. There have been variances in this neighborhood for front yard setbacks and non-conforming lot coverage: Page 2,September 16,2021 #7531,Keller SCTM No. 1006-64-2-45 ZBA File 6561 Front yard setback of 34.1 feet when code required 40 feet. ZBA File 6638 Front yard setback of 20.5 feet when code required 35 feet. ZBA File 6702 Front yard setback of 26 feet when code required 35 feet— ZBA ZBA File 7018 Front yard setback of.30 feet when code required 35 feet. ZBA File 7113 Front yard setback of 25 feet when code required 35'feet. ZBA File 4309: lot coverage of 28.66% ZBA.File 3092: lot coverage of 23.1% ZBA File 7355: Lot.coverage of 23.6% FINDINGS OF FACT/REASONS FOR BOARD ACTION:. The Zoning Board of Appeals held a public hearing on this application ori September 2,2021 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 makesthe following findings: 1. Town Law*$267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood:or a detriment to nearby properties. The lots in the subject neighborhood:ake.small.and many;of the.homes in this older neighborhood have been improved over the years iri similar fashion to what the applicant - proposes.The:proposed pool in the_rear yard will not be seen from the street and rion=conforming front yard.setbacks -are common in ahe:area, .... :. 3 .Town::aaw:>2C7:`b(3 fb)(3): :The variance: ranted-herein:fori.the frprit<.`ard:setba ' 's . . `:' ' : cin icll. .;aubst ant. 11.re.resentrn 5.4%o relreffiontthe.code.::The . -coves e over, e^ailov_ec 2Q%re' reseri s x:25%0:relit from:-the code an d.ts.:not.substantiO and:is less than a one.percent iiierease:'( $ %) ::Tliere_;is. recederit fori.rion= p eb' eonforming'front yard setbacks and excessive1dcoverage in the subject neighborhood 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 iri the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law &267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning .Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in-effect prior to or at the-time of-purchase. 'the-applicant was asked.to amend the plans to bring the lot coverage into compliance. 6.Town Law 4267-b. Grant of the requested relief is the minimum action necessary to enable the applicant to enjoy the benefit of a reconstructed dwelling and accessory in-ground swimming pool 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 Weisman(Chairperson),seconded by Member Planamento, and duly carried,to GRANT the variances as applied for and shown on the site plan and architectural drawings by Mark Schwartz, Architect dated April 20, 2021 and labeled'S-1, S-2and A 1-A-li• s• Page 3, September 16,2021 #7531,Keller SCTM No. 1000-64-2-45 SUBJECT TO THE FOLLOWING CONDITION: I. The applicant shall install a six(6)foot-high solid fence and/or a row.of evergreens that must be continuously maintained along the entirety of both side yards for privacy from adiaceni.neighbors' properties. This approval shall not be deemed effective until the required conditions have been met.At the discretion of . the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Cert jtcare of Occupancy; when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan andlor architectural drawings cited in this.decfsion will result in delays and/or a possible denial by the Building Department of a budding permit; and may require a new application and public hearing before the Zoning Board of Appeals: . . Any deviation from the.variance(s) granted herein as.shown.6n.,4&architectural drawings, site plan'and/or survey . cited above;such:as alterations, extensions,'or d6i olit ons;,.are.not authoriied under this application yvhen involving noricon ormities under.the:zonin .code:. This action-does:not authorize;or.;candone;any current orfuture:use;setback f. g :., . .. . or other eature.o the sub ect ro"erty tlidt ina}r vlalate.11ie': Oniyig'Code; other than such uses,:setbacks:and:other. f<. J ' P .,u n'itio Ill r. ed=in:t is.aetoa Ir!<`the event ahi r'ahrs:'rs ren:.a''. royal`suh ect to=;co..d tts. eatures>,as,:ae.ex;.ressty add ess, h ;..P,.�?: 7. P YG t0 --pop. I o li" ieondin m d. e ec'ive�urti ee. ..t t . : a- �avalshall:not�be; leem .de 1 .f._ al null and vol = i to V .e::.d. tthsa o a erew h=will' n t e. ._.. . h t r 1?ursuu>utt..to:Chi re ,2$:O446 of:the< ociiQf.fli <o :d �� ufii : yvarxa ren#ed :.. ', : rd::ofA eal 'shall:becorne:null•:an �7d_thrertif% at :ef-:Q: : t Boa, .. pp s procured, and/o%-a subdivision map has riot;lieen '6d-w h the Suffglk;:County Clerk;:wrthin three` ' (3)years from the date•such variance was.granted; The Board of Appeals may;upon written request prior to the date of expiration; grantanextension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Dante, and Planamento (Member Acampora and Lehnert Absent). This Resolution was duly adopted (3-0). Leslie Kanes Weisman, Chairperson .Approved for filing 7 //7 /2021 o��OF SOUTyo H , Z Ll 7 s 60 V Jc� f # TOWN OF SOUTHOLD BUILDING DEPT. Y `ycourm,��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] 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 Cl [ ] RENTAL REMARKS: Ala A-cc,<j�r DATE INSPECTOR %f SOUIy� L- -7 Z -l 7 O Gig c # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 l REMARKS. 1.4 112 4-f DATE INSPECTOR �' OF SOplh°� q� *y # TOWN O1A FSO/U/ THOLD BUILDING DING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAU KING [ ]„ FRAMING /STRAPPING [ ] FINAL �,PiY1r►o S [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE ISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ CODE VIOLATION [ ] PRE C/O [ ] RENT L p r 0 . h4, REMARKS: ` S D A` > Al� t-lw. �u w 0 ft5N I-V I —41-1el A I ov pmg��ft� `- cvnc� X� 6r&Aa iA�v� c9 [AffL ,x. 15 tb 4,b AW(tx/w/,Aj 1l S �, V l o1'8►1 ih i DATE 10 IS INSPECTOR 0FSoUTyo� \ e r * TOWN OF iOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKIN [ ] FRAMING/STRAPPING [ FINAL 1.aft 9, P�J [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) CODE VIOLATI [ ] PRE C/O REM S: L3 . A, ,.00IW\ s DATE a 1°l Yv INSPECTOR OF50UTy�� # # TOWN OF SOUTHOLD BUILDINd/DEPT. `ycournv��`' 631-765-1802 1 NSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: St-6 1jo4 ft zeJ J' 1 otl'Q/►2 Ctrl' s�J'� � Q �,+ DATE INSPECTOR qf SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 631-765-1802 ANSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINALoP/VvrJ � oetA) [ ] FIREPLACE& CHIMNEY [ ] _FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCT ON [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROU [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATI [ ] PRE C/O [ ] RENTAL REMARKS: hot ( `dry{'�►� � �1/ DATE y 'y0'y INSPECTOR UF SOUlyolo C/4 # TOWN OF SOUTHOLD BUILDING DEPT. � QIll/v co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] 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: M"r :LAli, DATE INSPECTOR II BUILDING DEPARTMENT- Electrical Inspector }� TOWN OF SOUTHOLD �R 2 6 2022 Town Hall Annex- 54375 Main Road - PO Box 1179 � tJILDINCiUc.r!. Southold, New York 11971-0959 N OF SOUTH&f Telephone (631) 765-1802 - FAX (631) 765-9502 ro err ,southoldtownny.gov seand(c�southoldtownn rLgov r xrx ` APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: C 114 ��6 C C `4- T Electrician's Name: License No.: , 4y1�/ -M E Elec. email: �f� � � n r Elec. Phone No: CC ❑1 request an email copy of C08ficate of Compliance Elec. Address.: ka // 7757 JOB SITE INFORMATION (All Information Required) Name: Address: I 1 V Cross Street: Q G� f LA Phone No.: U V Bldg.Permit#: Y7a Y2 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Pri t Clearly): 31 n6 sY � ���py o�,-c c �N ��/fT�� e Arb-,_ . Tot/A/ /o�; r c�•M✓1 /1Z ��°� �r0�^''�'�?l Square Footage: Circle All That Apply: Is job ready for inspection?: d YES ❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: GO A # Meters Old Meter# 05 dl3 j115YI VNew Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 00 C� V),60 8 UILDING DEPARTM -ENT Electrical Inspector ti�O��g11 OGy� �� 4 g X021 TOWN OF SOUTHOLD y »� Bo�Lo�No°THOLo own Hall Annex- 54375 Main Road - PO Box 1179 o • ,wN Of Sou Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(cr7southoldtownny.gov - seandCaD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: -2 Z-21 Company Name: o Electrician's Name: License No.: Elec. email: _ 14 M4;(, C0,21 Elec. Phone No: ❑I request an email copy of Ce Cate of Compliance Elec. Address.: lV / JOB SITE INFORMATION (All Information Required) Name: h Address: 7 f Cross Street: 02 j Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: ,' S i BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circie Ail That Apply: Is job ready for inspection?: ❑ YES [ZNO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YESr7 NO Issued On Temp Information: (All information required) Service Size❑1 Ph[--13 Ph Size: A #Meters Old Meter# r_1 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals D 1 2 H Frame M Pole Work done on Service? Y MN Additional Information: lC" Cavo 4/ f pCe /Alo� AYMENT DUE I APPLICATION lb_ o�,60F01,,eoG y� BUILDING DEPARTMENT-Electrical Inspector rte„ a TOWN OF SOUTHOLD o Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 y'�41 Telephone (631)765-1802 Temporary Certificate # U013 Date-JU 13 2022 Customer Name Ke lit r S d , c Electrician Name , ven G 1k, F' Address 560 aft (�rj 4- SoAlolj 11971Phone (o3l— -73,e- e-mail e-mail 5TC EGA o CGS Phone 511P 3 5(0.5 License# tj --►�E Size A Phase Overhead Underground X #of Meters Remarks #of Underground Laterals 1 2 New X "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# () , 0 Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is r ys the date ve. Authorized by BUILDING DEPARTMENT= Electrical Inspector TOWN OF SOUTHOL`D CAI R 2.6 9022 Town Hall Annex= 54375 Main Road - PO Box 1179 ^7�Uizoar�� Southold, New York 11971-0959 y 6� N of SOU7'rtf7i r., Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr�,southoldtownny.gov seand(c�soutlioldtownny.gov :y APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date.. . G Company Name: , 114 4 Y T Electrician's Name: „z �'T( .::p V - License No.: _�4y/1Elec. email: f r C n 'NiE Elec. Phone No: ❑I request an email copy of Coffificate of Compliance Elec. Address.: o n,, ZZ JOB SITE INFORMATION (All Information Required) Name: Address: S Oldt/ Id Cross Street: F71T Z_ 0 61 ;r7 `,4 Phone No.: U - JqJ1 � ( � ro,k 11_21_ow Bldg.Permit 2 email: Tax Map District: 1000 Section: Block: Lot- BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Plleea'se_P]riot Clearly): -3-2(-,6 J? 0 C n,. ��I.�T '� N 4.cj ✓. 1� lIZ 1,47At , 14L41'JSquare Footage:. ` Circle All That Apply: pp Y: Is job ready for inspection?- � YES ❑ NO F-]Rough In [:] Final Do you need a Temp Certificate?: YES❑ NO Issued On enir,.tL6l on Temp Information: (All information required) Service Sized Ph❑3 Ph Size: GO A # Meters 0 Old Meter# (/ d'3 New Service❑Fire Reconnect[:]Flood Reconnect❑Service.ReconnectNhUnderground❑Overhead #,Underground Laterals M 1 2 H Frame Pole Work done on Service? DN Additional Information: PAYMENT DUE WITH APPLICATION �����_R Oo PERMIT# Address: r Switches "I . W4r �W- 1144'r 1�-1� Outlets kw— Sa GFI's 9 Imo' `''t �y Surface Sconces I W H H's Cdr t �d it UC I_ts I F �(n) Fans Fridge I HW Exhaust t Oven pts W/D Smokes ` DW �I Mini I Carbon Micro I Generator. Combo I Cooktop Transfer AC I AH 1 Hood ervice (at9r ` �, Amps Have Used Specie 2,C-Q> q p Comments: — /` 0 k,0,1-0 l o 9-a4-y -� a - Z41 LOT 79, TEST HOLE / "SUBDIVISION MAP OF FOUNDERS ESTATES" EL=19.4 \ p1 0V ' / 1x.14 E 01� q 0 Q rtj / FILED 10 MAY, 1927 AS FILE NO. 834 Brown Clayey Sand SC \ 0. �1� 1O AT SOUTHOLD, _ -- 3' .:1s.45'Ac- ��&�.��® / TOWN OF SOUTHOLD TC 19.40 ® FL 18.95 G �f :G:• : / SUFFOLK CO., N.Y o � � . Brown Fine Sand SP NG 19.39. a > OZ 0'., DATE OF TEST HOLE:21 AUG 2020 \ � .".� . . 'GEP 18.1WATER TIGHT SCALE: 1"=20' INSECT PROOF BY:McDONALD GEOSCIENCE �' yip;<': ; ' :`.':`.; :: :::• CAST IRON 8'DIA.X 12'PRECAST \ o n 21.3 FF 6 MIN -- COVER LEACHING POOL C 10 : . 19.18 AC CONC.SLAB \ 1 17 \ w SG :. ::.:::..:' .•.7N CRAWL SPACE 19.7 NG 19.5 NG EL=2.4 r' 11g 35 F� : ;< :' 3 \ �®`L �,0'• 18 O IN MIN 2%-r.�.- 18 7 MIEN 1% 17.9 �/ Comments,No Water Encountered g5 9 35 0' ::�Z ®� ®�• 17.7IN :::`:• � 18. 19.45 ... 9 ,t Q MIN.4_ 17.2 OUT. 17.0 IN Gl1 N ...........' `.. ��® APPROVED PIPE 1.500 GAL I,i..:.: ';:: a °:.,.:.:•,..:'..:;•;':. :..� TYPICAL PRE12.2TST o ,. .:j . .���NN �� : :.'Q'•;... . $`NO�N�G _ (5.0 MIN) -... (8.0 Ml11�,; :..; ;. 8 :::'::.:>:::`;: :::::. V• ,: r GO G ; ::::: \ N �:::::::•. :•`.' BLDPOL IAP19.50 J 19• �. ....::.:�?.. 30� :..`. NOTES: 9 9• ,o• 3 Vw� ' 1 ............ .....:..:.:........... ..:.::..:::::::::::::. AP:ANGLE POINT :. O� `t® I�' ....................: :` ..��!;::<ii. S� p: MIN 3 CLEAN SAND ��, \ i19 co BB:BELGIAN BLOCK ANDGRAVEL--- P. v RRg.Cr'+ w :;:.:;::3 :':: :;;;':.• (PP. a+ \ BLD:BUILDING fyG 0- 1 P 1 ........:`•:`:::::.... O� �G PU- 1g 2 tOOp i E :m CL:CENTERLINE A8 5, . :� 1 Ba 4 z a5 0 j g• EX.EXISTING L ,::..::_:-94'_._ _ G®6� :;.0, � SS Gps c�L 119�6bgF� m .:0 .. EX.SS.LAT.:EXIST - - QQ NG 19.05 SEWER LATERAL 15Q. S-14% FF:FINISH FLOOR C e y 1'Z• \ 1• (� N 'S�° / cr / FHV:HYDRANT VALVE O .Q '� 2 P Bap GG 4 O O o Ira -- �N a �B P GB:GRADE BREAK eQS �0�/ r A \0g� �t1g12P 1g0 �n�C ao �0% GL:GAS LINE o N Nm 14G PP �N� N�N 18.80...:,0 ti / 0 NG:NATURAL GROUND \ GPRR Z5 OM ORy .o '� 18 pro 3 3 �a m� PCC:CONCRETE RD S1 O 1g 3 ' � � a ,,:-:..:_;' POL:POINT ON LINE \ 1g 1A SUN{BR G Z 58� 33 'o �, �' v=c a : GSMO WEST Ale 'to P (=PROPOSED) \ V' MOPP 2 l ,S (=PROPOSED) Noy•�O 2SM .. g� S• $co 0 18.s3. w QEF G•�F,® SRF:SPLIT RAIL FENCE O.��9 OV 6 v �N �$$ O VI SRR 3 Z ` �� .'SSE... ..: .1867 .... ANN�� ? N O s V G" AC o SSMH:SEWER MANHOLE s V '� Q� o N NO EB 38 18• TG TBR:TO BE REMOVED 00 CMFD 17.46 FP►M,Q'�Q � Z� rn 'L 8�� 65 I•P' 18ga1 O ir 17.28 SRFBGTC:TOP OF CURB '�� -� '1 19• PQ 8a o 18 �O`ra.. TG:TOP OF GRATE ZZ �" S#A!;0 e a 0. Q2 I 81'C 60t FG 18 Q r33.0 PP2 ate.N SOP 3 a EP' p0193 wN :.,:ON;: 18.41 EP TH:TEST HOLE �' +� G �' �p w a' P R TW:TOP OF WALL A SO '� n �'.0 A � 19 O U/L:UPPER LEVEL 11 ® .4, \ p �� \ 0. ,�BR� ,� UIP:UTILITY POLE -410 1 5 NG �' AC In WF:WOOD FENCE 0 o° SDAP 20.09 P 1g 6 ��/ 7y39 OSx �18.95• °�$® ��� 850 � WV:WATER VALVE �tT \ -a B�Q`+K _ eBA TCPOC 19.30 O�pP 795 S'yN�A p111� fj,® `�v0®®pl`�' 18.78 TC VF:VINYL FENCE fps o \ BSG,URB AO ��R�'��9 V V 19.55 EC Np til ���PM f5D 18.86 18.30FL 0 ®� � B G Oc4p�9'o r a� Q� .�, vFBG 1�G EG �` NG oN ■ =CONC.MONUMENT --1 •o\ MOC 18.86 588 893 �g0 a ry pVy 19.49 ECAP 19 Al § 00 ® ...a � BC 18.78 ego* � �' m� � � NE�1/y ®18.21 NA \ SURVEYED: 11 SEPT 2020 0 BC 18.93 �'o, CAI m 'C O wsv 00 �m MOC 1a.s2 C 19.s4 �4'`lb•Q9 KENO �os5 SQ.QQ A• GROG 'p •wMMo \ UPDATE:05 JAN 2021 PROP. BLD. FOOTPRINT w Ec 18.90 1 MOC SO' ��Q ,? � A0 A9.0 19 A5 e�� 1 *_'Q� � UPDATE:06 JAN 2021 SETBACKS, BLD DIM., COVERAGE U1• a RNO .QO THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYLINES TO \ �G� 189APRG 1gOG19 oc� 1 6� �Qy _ THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE %18.47 NOT INTENDED TO MONUMENT THE PROPERTYLINES OR TO GUIDE THE ERECTION \ Z� O g p��iGE 5 g y' ^/(! O CMFD OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. g Q 6G 1 SECTION UNAUTH07209 UBDIVI ON 20 OF THE NEW YORK STARMED ALTERATIONS ORADD177ONS TO TE EDUCATION LAW. COPIESS SURVEYISA VIOLATION p Q 1911 LOT=11,2550 S.F. ACRES-0.26 ,q 0 w� OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR N y BgG LANDS 6 Ci. 50869 EMBOSSED SEAL SHALL NOTBE CONSIDERED TO BEA VALID TRUE COPY. Dry 0 EXISTING BUILDING:1,5562.3 SF m 13.9% P.O. BOX 70 E, NY 11961 CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM %- �p AS PROPOSED BUILDING:1,832.1 SF=16.3% 951.640.4899 THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- 1818 \ of 0 WENTAGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS FPCL UNDERGROUND UTILITIYLOCATIONS BY O ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SR \\ NO RESPONSIBILITY ISASSUMED BY THE UNDERSIGNED FORANYSURFACE, SUB ` ELEVATIONS SHOWN HEREON ARE REFERENCED TO NA 88 SURFACE,AERIAL EASEMENTS,SUBSURFACE UTILITIES AND/ OR STRUCTURES \ IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000-64-02-45 LOT 79, TESTHOLE I "SUBDIVISION MAP OF FOUNDERS ESTATES" EL=19.4 ! EP\ 01 ELS• FILED 10 MAY, 1927 AS FILE NO. 834 Clayey 19.14 0l o Brown CIa Sand SC ,.'. �, ��, 0 p Q'�. AT SOUTHOLD; - G E TE / TOWN OF SOUTHOLD TC 19.40 19.10EG �G SUFFOLK CO., N.Y. FL18.95 OF OLKC&YNTy3FE- AR-TUENTOFRE-ATfWStRVIC Brown Fine Sand SP NG 19.39. n �' '.; PE IT APPROVAL OF CONSTRUCTION FOR A �' 9 NGLE FA hILY RESIDENCE ONLY WATER TIGHTDATE OF TEST HOLE:21 AU�,2020 y"a SCAL 1 L2o' INSECTPROOF BY:MCDONALD GEO CI NCE \ � ':: Y:°:;; ;. FEB 4 202 CAST IRON 8'DM X 12'PRECAST `s \ o 2l.SFF MIN --� � G19.18- � . REF:'P30 CONI sLas 1 -COVER LEACHING POOL 17• t w�, : tg 1 SG v+ CRAWL SPACE 19.7 NG i 19.5NG EL=24 9• . . . , h 1 18,0 18.0 tN AIIN 2% 18 7 MIN 1% !7 D Comments:No Water Encountered ! 9.: :- nrv1.► 18. 18,45 9UAW.4 . OR MA M APPROVED PIPE 17'1 �- 17.2 I v� N.:.::":' TYPICAL PRECAST ST ( N1 a N112 . G :. ::. 38 0 s: = m BLDPOL IAP 19.50 9 I: { 1 G� B N 9 `g NOTES: �• - 3 �• 1 AC:ASPHALT I- B f- 9• 'N ii•'y 0 - AP:ANGLE POINT 0 D / _ / 3 CLEA SAN G BLOCK M� Q / 10 Aff.. ............. P. w BB.BELGIAN AND GRAVEL �,. R 83` w: `'(P P R � a 9• ::a,....:;::.::: _ E P ::¢ BLD:BUILDING �,(G G� Ot, 92 p G 1 8 E a .E F A CL:CENTERLINE0 f� 1 -o $ 1 � ON 8 P ;.ON.• p. qp. EX,�STING 24' G �► ?.0•' ?. G 9• F�, `� .: EX.SS.LAT.:EXIST NG 19.05 ;�. �' :;gt,• dSD N 1@ o / SEWER LATERAL 9 N FF:FINISH FLOOR :.' FHV•HYDRANT VALVE <OYiA� pEFGGPP �cr_ •,i :::';.:.'..: GB:GRADE BREAK 00s `'LvJ� GL:GAS LINE N _ r NO NG1 GPP S°v+J► ' ocn -18.80••:. 0� �%�,. NG:NATURAL GROUND \ O ZYj.1 d ��o f 9q$333 N� % :; ::. �' ,��Q'�prN .- :IN1NM0 PCC:CONCRETE O 1 atop. . , `.- P 1A i SU '(l yq0 Z N ;`� c>n =:; .:.,GSM018.63 WEST`'.. P'I'E �0 POL:POINT ON LINE \ 19• i �1G, 0. 133 :• 5:(• :_ ; . f 0• (-PROPOSED) \ �9 �,,�,• 8L0 -nom �15,jgE Oay RES Z • :.;: GSE GI P 'r:.:; SRF:SPLIT RAIL FENCE HO 5 , '� qH p Y.• `f8.t37 . ;; so tx SSMH:SEWER MANHOLE Z �0� ,�y QO P� Qn O o+ ZNQ 10BV $3 P 1•. �......qC. GO TBR:TO BE REMOVED C1 O CMFD 17.46 GfP Q Z1 8f' • g9 ^a 189A1 F�. , TC:TOP OF CURB OZ<� 17.28 SRFBG G1,G EG1< '' �, 1 LOP 188A 8' �0 f. 1 9• P 1 TG:TOP OF GRATE •� i 1'g SO 0 Og df 'O� ,80.Z B �• FG 19,rj5 80 o _•1 TH:TESTHOLE �n� 3\ 83 Pp2� -O 'ate' �O' SOPP I N MFO ,•`.:+ : u':..:. 18.41 EP TW:TOP OF WALL �►i' 0 y► C1'.� 9 UIL:UPPER LEVEL O<.L Z S �p a O,Q• B N: 0�0 �, 2� 19 U SN R/ I W MIN� �'Te ,;•18.56 a ' UIP:UTILITY POLE �►4 aV►° \� �O 961\ f "1(5� NG 5 0 �.�'• ;'EG ' AC SDAP 20.09 P 1 gS9 $ 18.95. 8 �� f 8.60 WF:WOOD FENCE t7►- OGI a TCPOC 19.30 B�pP R7� Sy \, VO `,0 y Q WV:WATER VALVE �<< N$L,_ 9"R o �sy K'Rgo ... M�1. 0 P 1x.78 Tc 3, VF:VINYL FENCE <O �� \ G G ag 'Ooc�PgA`:��9 ti 19.55 EC A 6; lobG NG���G,��p 18.N 18.30Ft o 0 luol ■ o CONC.MONUMENT - AAIB. 7B9 �.p ti pVh 19.49 E P 1�Al�F S% -1 \ MOC 18.86 9 r4 o BC 18.78 q'b w � as ��4 1• `(/ os F NE ®18.21 N v► � BC 18.93 0 gti• Qj JP �( j' WSV SURVEYED. 11 SEPT 2020 $ PRC 18.94 411W �'��' V v N0 .0 .00 �P A' O UPDATE:05 JAN 2021 PROP. BLD. FOOTPRINT MOc 18.92 8.9T s� Q� ��` eek Ay ��� O �wtirMo \ 0 4 ti 2� UPDATE.06 JAN 2021 SETBACKS,BLD DIM., COVERAGE \ wm EC 18.B$G 1MOC 0� ��' cv 1S' N01g• �cb, �QM� THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES 7O �G� 189A RG 19 G19• O� w gt3E w A101 • THE SMUCTURESAREFOR A SPECIFIC PURPOSE8USE.THEREFORF 7HEYARE \ P �0 5 ` 18.47 NOT WENDED TO MONUMENT THEPRCPERTYLINES OR TO GUIDE THE ERECTION \ ZD I Id •�j�/(� CMFD OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. r� Q 6G 1s ��� S RECEIVED UNAUTHORIZED ALTERATIONS OR ADDITIONS TOTHIS SURVEYISAVIOLATION OF �Q 1 SEC TIONT209SUBDNISON 200FTHE NEW YORK STATEEDUCATIONLAW, COPIES \ 6G 19.1 LOT=11,250 S.F. ACRES 0,26 LANA S �pdN ,50869 OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Ro � JAN EMBOSSED SEAL SHALL NOT BECONSIDERED TO BEA VALID TRUE COPY. 08 EXISTING BUILDING.1562.0 SF■13.996 , � P.O. BOX 11961 � r . CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM os PROPOSED BUILDING:1, 2.1 SF■16.396 THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- �' _ ERNMENTAGENCY AND LENDING INSTITUTION USTEDHEREON. CERTIFICATIONS P0�1818 ARE NOT TRANSFERABLE TO ADDITIONALINSTITUTION8 OR SUBSEOUENIOWNER F UNDERGROUND UTILITIY CATIONS BY OTHERS 0� �t"yr'E� sR � PNO SUFF.CO.r�t�>_I� SUURFa AERIAL SUB-SURFACE UTILLm�ES ANL IOR STRUCiUR s \ ELEVATIONS SHOWN HER ON ARE REFERENCED TO NAVD 88 '^ ^-7' - 'Af,� IN OR OUT OF EASEMENTS IF SO PROVIDED, OFFI( �jI,I 1000-64-02-45 LOT 79, TEST HOLE s w EL= SUBDIVISION MAP OF FOUNDERS ESTATES ®� Brown Clayey Sand SC �' �11 10 FILED 10 MAY, 1927 AS FILE NO. 834 3' \ Q.00 .161D / AT SOUTHOLD, ;::: .: \ 5'� ® / TOWN OF SOUTHOLD :;•.: :::; ::; G . ::.:c.. ..... / SUFFOLK CO., N.Y, Brown Fine Sand SP o.'.: ....' `oz Ou ..:.. DATE OF TEST HOLE:21 AUG,2020 �'c '`. v .> SCA WATER 71GHTLE: 1=20' INSECT PROOF BY:McDONALD GEOSCIENCE MIN CAST IRON B'DIA.X 12 PRECAST Q 21.3 FF N COVER LEACHING POOL- 1 T \ :' 7io CONC.SLAB 19.5 NG EL=2.4 � � \ 1®Z EVA• CRAWL SPACE 19.7 NG t ly ®'i ®� w� MIN 1% `17.9, . / ®Q IN/N 2% . — 1 Comments:No Water Encounten3al v 18.0/N MIN.{'- 17.71N � 17.OIN - � °: �O' �QP° SID APPROVED PIPE 1,500 Gal 1 2 otrr I;. TYPICAL PRECASTST II 6 :Ncd ®� - 12.2 - 8,0 M04 �I¢ NOTES: 0,. 5:::::.;•:;:-;.;•.;.;::.::::.;.:._::.:,: \ AC:ASPHALT f 8 iN 1. 1: ............... AP,ANGLE POINT ® `( 3..:: 6M p..:.................... . . , • MIN 3 CLEAN SAND (:. f L �. Q \ 0 �` • IAN BLOCK :•::::.�:::::::: ..::. ..:::..:::..:: BB.BELGIAN -- ............. ...... ................ aNDGRAVEL P o:::::::.:..:::::-::::.-;.;.:::: 1 Flee BLD:BUILDING 0 LI 1" O i N °Y^ CL:CENTERLINE .1 F� � 5 0 y g-Neri .a EX. EXISTING -24` s3+ •P N EX.SS.LAT.:EXIST 0 P o O o• 1 Q ,tom 1a a VD- SEWER `.�••��:°: / LATERAL 1500 0�0921R 36 5 �c` ~^.,..,.. �p1�yE 8x1 :O . FF:FINISH FLOOR O N 4• p� SGP FHV:HYDRANT VALVE P®� o fJ�O�' �rj� o�cy� �,- � *�o P/ 4P' 00 •::... :. :. :'� \ 0 GB:GRADE BREAK �� O / L®'i GL:GAS LINE O" NG:NATURAL GROUND \ N / ORy F:i'vv- w \� Noyes \ ,��®®QIP PCC:CONCRETE �•( 25Ny.,o ,�3 N y.��N •a Fp,M ®°� POL:POINT ON LINE SSW a \ Op G* �G� (=PROPOSED) \ G\ ND' MSN 1�Z5° St G®�N�y1.i SRF:SPLIT RAIL FENCE ? p' p �p 5t SSMH:SEWER MANHOLE iw �1F' cp 1 �6g 83 6 pGp TBR:TO BE REMOVED 3 0 \ TC:TOP OF CURB x 1% P� •�O ' ; TG:TOP OF GRATE 76- �ce / `" PP g► y ® o TH:TEST HOLE CA�� Z O•�'I9 N TW:TOP OF WALL 1cp N� UIL:UPPER LEVEL UIP:UTILITY POLE -1® cT� \ Or G� •c�® ��0'�'• WF:WOOD FENCE ® g p O r� r\ Oma® 'q 1) Q� WV:WATER VALVE O� G 5 0 VF:VINYL FENCE �G.�(o® ■ =CONC.MONUMENT O� v \ S, GO�� 00 0 \ SURVEYED: 11 SEPT 2020 ® .01 1"0 ��,. •IFI os N \ UPDATE:05 JAN 2021 PROP.BLD. FOOTPRINT 30• �`G g5 00 _ OQ E(N UPDATE:06 JAN 2021 SETBACKS, BLD DIM., COVERAGE 1V��oP� ems, 150' ,t G r0 FINAL:28 JAN 2023 \ fp k. - OO�Yd � RO THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTYLINES TO \ S�N� NHEG .AA.06 a � THE STRUCTURESAREFOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE GOGti S V" r NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION 0 OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. J, 1•to UNAUTHORIZED ALTERATIONS ORADDITIONS To THIS SURVEYISA VIOLATION OF \ LOT=11,250 S.F. ACRES=0.28 �� �d , e SECTION 7209SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES DOSTINGBUILDING.1,562.3SF=13.9'/ OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR N EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID TRUE COPY. PROPOSED BUILDING:1,832.1 SF=16.3% N• Y CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM N� L BUILDING186464 SF=16 7% LANDS . 50869 O� THE SURVEY IS PREPARED, AND ON THEIR BEHALP To THE TITLE COMPANY,GOV- \ �' FINA : , . P.O. BOX 704 E, NY 11961 ERNMENT AGENCY AND LENDING INSTITUTION LISTED HERE ON. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. \ UNDERGROUND UTILITIY LOCATIONS BY OTHERS 951.640.4899 NO RESPONSIBILITYIS ASSUMED BY THE UNDERSIGNED FORANYSURFACA SUB- ELEVATIONS SHOWN HEREONARE REFERENCED TO NAVD 88 SURFACE,AERIAL EASEMENTS SUBSURFACE UTILITIES AND/ OR STRUCTURES \ SCTM 7000' O2'4S IN OR OUT OF EASEMENTS IF SO PROVIDED. - D CEC E 9 V E LOT 791 TEST HOLE S E P 2023 \ "SUBDIVISION NMP OF FOUNDERS ESTATES" EL= 01 ��� 1 Ovs?, FILED 90 MAY, 1927 AS FILE NO. 834 Brown Clayey Sand SC AT SOUTHOLDI -- s' Building Department = - ��,� ���� TOWN OF SOUTf(OL® Town of Southold \ � '1 00 � SUFFOLK CO., N.Y. Brown Fine Sand SP (NATER TIGHT DATE OF TEST HOLE:21 AUG, 2020 SCALE. 1�=zo' INSECT PROOF BY:MCDONALD GEOSCIENCE \ m __ CAST IRON WWII.X 12'PRECAST Z� G 21.3 FF CONC.SLAB �\ i COVER LEACHING POOL— 17' \ CRAWL SPACE 19.7 NG t 19.5 NG EL=2.4 \ a I Comments:No Water Encountered ®` : �, �0?1 98.0 IN MIN 2'0 98.7 MIN 1% 17.9 MIN. _ 97.71N 1.500 GAL 17.2 OUT" 17.0 IN I}' APP�ROO E PIPE YPICALPRECAST ST � :. ff NOTES: (5.OMIN) 12.2 —(8.0 MFAIJ,.•:. NG .R6:;;::.;:::;-:""v{1�:.: �O N AC:ASPHALT I.,' :: (N' BB;._-` `:SERGr`' ':a.. AP:ANGLE POINT GP .=; :.: i .":.'-:;::':.. <:``; BB:BELGIAN BLOCKMIN X CLEAN SAND ��� e� ®O BLD:BUILDING AND GRAVEL- pR!'....,:':;:: CL:CENTERLINE 5.4 : %.eo14,� OQ O EX EXISTING a v EX.SS.LAT.:EXIST ® Q l+ : SEWER LATERAL L J o ';;:::'' . FF:FINISH FLOOR y®.O® �ODOIROP�361 a �� FHV:HYDRANT VALVE OO 9• q•5 O q'IRH gXo"g'( Ije GB:GRADE BREAK < ootP�opp� r6�) o\ / _ A goo Poo GL:GAS LINE � NG:NATURAL GROUND POL:POINT ON LINE o'' \ 1�. �$1i �.(�,X13 N (=PROPOSED) \ 1 �% \ 5 �� SRF:SPLIT RAIL FENCE \ G FF' y$® �p1. •O a�C�� �'� � SSMH:SEWER MANHOLE ?\ R1�' ,M�t1 (D %60 5•( O $ O TBR:TO BE REMOVED TC:TOP OF CURB �0 3g,3 P TG:TOP OF GRATE C7 < QOOy ® �. TH:TEST HOLE i' N� P P1 CID TW:TOP OF WALL U/L:UPPER LEVEL UIP:UTILITY POLES<. , moo \ O Z / Co a� WF:WOOD FENCE O cr O G1 6 WV:WATER VALVE ® < ?� c � �'t,�-. VF:VINYL FENCEO < oo� � Oy IS5�1 �` � � O�I�V ■ =CONC.MONUMENT < \ 6Z1 O SURVEYED:11 SEPT 2020 UPDATE:05 JAN 2021 PROP. BLD. FOOTPRINP \\ .. ' �• X95 �O 6dE&,�� UPDATE:06 JAN 2021 SETBACKS, BLD DIM., COVEAGECy, 301 G FINAL:28 JAN 2023 PM 0 P� g� ' ,�y0• UPDATE:13 SEPT 2023,REMOVE SUNROOM ANNO. G��o THE OFFSETS OR DIMENSIONS SHOWN HERON FROM THE PROPERTY LINES TO ��\ 51�G O��` .016 1® ` THE STRUCTURES ARE FOR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE G� 6 NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION G OF FENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. v�Irl1•� �'$ UNAUTHORIZED ALTERATIONS OR ADDITIONS TO THIS SURVEY IS A VIOL ATION OF \ LUT 11,250 S.F: ACRES=0.26 SECTION 7209SUBDIVISON 20 OF THE NEW YORK STATE EDUCATION LAW. COPIES EXISTING BUILDING:1,562.3 SF=13.9% OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED SEAL OR N \ T� " � '' EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VAUD TRUE COPY. �y\\ PROPOSED BUILDING:1,832.1 SF=16.3% P EN CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY T0THE PERSON FORWHOM a�z\ �pg5 � LAND SURVEYOR NY LIC. 50869 THE SURVEY IS PREPARED, AND ON THEIR BEHALF TO THE TITLE COMPANY,GOV- \ V'-' FINAL BUILDING:1,864.64 SF=16.7% O� ERNMENTAGENCYANDLENDING INSTITUTION LISTED HEREON. CERTIFICATIONS O F.O. BOX 704 RIDGE, NY 11961 ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. UNDERGROUND UTILITY LOCATIONS BY OTHERS N 951.640.4899 NO RESPONSIBILITY IS ASSUMED BY THE UNDERSIGNED FOR ANY SURFACE, SUB- \ ELEVATIONS SHOWN HEREON ARE REFERENCED TO NA VD 88 V� SURFACE, AERIAL EASEMENTS,SUBSURFACE UTWT1ES AND/ OR STRUCTURES IN OR OUT OF EASEMENTS IF SO PROVIDED. SCTM 1000 64'O2'45 ® E C E 0 V E I LOT 79, TE THOLE L-19.4 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES -SUBDMS/ON MAP OF FOUNDERS ESTATES' EL19.4 APPROVAL G CONSTRUCTED WORKS FOR FILED 10 MAY,1927 AS FILE NO.834 Building DepartM ant Brown ClayeySEnd SC ASINLE FAMILY RESIDENCE ATSOUTHOLD, 'town of Southo d Dateirzerz3 H S Ref.No-----R--2-1:0135— TOWN o.___ R-sT-oTas __TOWN OF SOUTHOLD The sewage dmposal and water supply facilites al this location have teen SUFFOLK CO.,N.Y. z ' m inspected and/or certified by this Department or other agences and found Blotm Fine Send SP $ S r 4. to be satisfactory FORA MAXIMUM OF 4 -BEDROOMS. y� s WATER noxr DATE OF TEST HOLE:21 AUG,2020 \ 4" -___wS �S I�. "' SCALE' 1�2D' Z CRAIG KNEPPER,RE,CHIEF INSECTPROOF BY:McDONALD GEOSCIENCE �' A-AT Office o!Wastewater Management CAsnRON E'DIAXirPRECAST p ` 41.3 FF COMM SLAB �I COVER LETCMxG POOL- 17" CRA WL SPACE 12.7N0 1 19.1ING EL--Z4 Fy \ •�10� ,�'^�^�� .•,• I Comments No wafer Encountered J= z VO y� Ie" faDev iIRx 2% 187 Nth= i'. O� �PM�O SOMIN 4� P APPROVED PIPE 1P 7RECASTST 17.4 I 17.01111 \ ".O.^' SING N��c1� TYPICAL 127 I t •. CO �kkdl.= �.".... AC:ASPHALT I- .{ �Ifvlr 5_'.�"•:::_ - �` AP:ANGLEPOINT MBvrclEAxsaxD I I SOS1\l-�ooY� _ - 35•►.y -, L - \ BD:BGRORiGND BLOCK AGRAVEL__-I- 14 -- ..'�. CL:CENTERLINE 0r�'� QQQ ,, - ''• - .:"c ">,i EX.-EXISTING _-u -—J �' QQ c-�••.r- 10�T1b N EX.SS LAT.:ETDST BQ QQQ�•OF'LATERAL381 y - �S�x4•A FF.FlSEW�NISH FLOOR 150' QQQ'•:91 ,5 ; .O 1oµ ex`jst w� O i GBeGW1DEBRVA�K� o� � , O'tgo3 ",��b GL:OAS LINE N �0�/ ,J 6 u�'o \`/ l' 10 , NO:NATURAL GROUND \ �_� ORS '' w \gyp � ��11'�10 IV PCC:CONCRETE Al 451 0,13 4' '� •;'CJH •% POU POINT ON LINE02 `� - (-PROPOSED) G 1iA0 .�gO Cly GN' $ S\t3 O�@SE SRF:SPLIT RAIL FENCE 0 SSMH:SEWER MANHOLE G TBR:TO BE REMOVED CT G1 yE0' S tis• _ TC:TOP OF CURB y TO:TOP OF GRATE Z^AA W. CCS y Vol(9 " o 305 © \ TF1:TEST HOLE . TW:TOP OF WALL a a \ I. UJU UPPER LEVEL �p�l LT`° cp UIP:UTILITY POLE � tT� OyO� O.($9 U��l'� Weil:WOOD A ER VALFENVE °` oo \ cG /8t'n 1 �rl� 40 VF:VINYL.FENCE f�� o 0y1 —♦ SIt�G�IE`1��G1�Q ui ■-CONC.MONUMENT ,,,4 \ GO \ SURVEYED:11 SEPT 2020 OF NEWT \ UPDATE:05 JAN 2021 PROP.BLD.FOOTPRINT 30-1 W`" UPDATE:06 JAN 2021 SETBACKS,BLD DIM.,COVERAGE ..`1,Y lo PI0 q5 ' AVE G 0 L: O,P FINA28 JAN 2023 Q4 •• �f° �000.10 Qua etny THE OFFSETS ORO:L/ENSIONS SHOWN HERON FROM THE PROPERTYLINES ro \ 5NtI` �IL°05 THE SRWCTURESAREFDR A SPECIFIC PURPOSE&USE.THEREFORE,THEYARE GO 5O NOTINTE DEDTOMONUAO:M THEPROPERTYLIAES OR TOGUMETHEEREC71ON OFFENCES,ADDITIONAL STRUCTURES OR ANY OTHER IMPROVEMENT. �\ V ^'4. RI INAUORBFD ALTERATIONS ORADDMONS TOTHISSURVEYSAWMATION OF LOTm11,250S.F. ACRES-0.26 SECTION 7209 SUSDWON 20OFTNENEW YORKSTATEEDUCATIONLAW.COPIES EXISTING BUILDING:1,5623 SF=13.9% 5086 OF THIS SURVEY NAP NOT BEARING THE LAND SURVEVORS INKED SELL OR N a WBOSMOSEALSHALL NOTEECONSIDERED ro6EA VALID TRUECOPY. PROPOSED BUILDING:1,8321 SF o 16.31:6 �• P CERTFICATDNSWCATED HEREONSHALLRUN ONLYTO TMPERSONFOR WHOM ���g -` LAND SUR C.50869 THESURVEYIS PREPARED,AWON THERSEMLFTOTHE Tn ECOMPANY,GOV- ` VY�' FINAL BUILDING:1,864.64SFe 16.7% ,'` P.O.BOX 704 RIDGE,NY 11961 ERNVENrAGENCV AND LENDNO INSTITUTION LISTED HEREON CERTIFICATIONS UNDERGROUND UTILITIY LOCATIONS BYOTHERS �OO 951.840.4899 ARENDT TRANSFHtABIETOADDMONALINS17TUTIONS ORSUSSEWENTOWWRS. sNOR WBUITYIS M AMM EASBIUJM beYYMENDERSI�DGN FOR ADAMY ��� \ ELEVATIONS SHOWN HEREONAREREFERENCED TO NAVD 88 $CTM1000-64.02.45 N OR OUr OF EA.SFAU NTS IF SO PROVIDED, SITE DATA 1000-64-02-45 N 2S�S5'OO" W LOCATION AREA LOT% EXCAVATE FILL 75.0' PROPERTY 11.250 SF 0.258 acres 1SA DISTURBANCE 7500 SF - POOL - - MIN.s (1PPROVAL' z O EQUIPMENT a EXISTING HOUSE ]080.4 SF 9.60% - - 1--1 _ IN`+ EXISTING GARAGE 420 SF TO REMOVE - - O 0 EX.EAST PORCH 24.7 SF TO REMOVE 0 O EX.OUTDOOR SHOWER 37.2 SF TO REMOVE a (1562.31 173.91In Q'Q r °8 22.5' 22.5' PROPOSED ADDITIONS: 401.3 SF 3.56% 70 CY 15 CY 30X15 INGROUND POOL z-+ _ PROPOSED SCREENED PORCH: 168.0 SF 1.49% 25 CY 5 CY 0 PROPOSED STOOPS 75.0 SF 0.7% 8 CY 4 CY PROPOSED WEST BALCONY: 102.0 SF 0.90o PROPOSED EAST PORCH: 62.5 SF 0.6% •8 CY 3 CY Qi PROPOSED POOL- 450 SF 4.0% 150 CY 75 CY Ipmo f7258.95F1 [11.251 1r - - - - - - - - - - -II - N ;• ••, I CONCRETE WASHOL]i I PROPOSED DRYWELLS: (2)8'X5' - 15 CY 5 CY PROPOSE I SEPTIC TO REMOVE: 50 CY 75 CY O HAY BALE OR SILT FENCING I 2ND.FL D CK EXISTING SUNROOM I PROPOSED NEW SEPTIC: 75 CY 25 CY w a 3 __ TO BE REMOVED LIMITS OF CLEARING TO BE NO MORE THAN 20'FROM ._____!?$ . _ ,•• ••, r7 W PROPOSED WORKAS B'X5' 1883.7 SF 20.85% 401 CY 207 CY O Z INDICATED ON SITE PLAN I - - - :DRYWELLI = >'A PROPOSED I( STOOP "� cn`.�°� _ EXISTING FOOTPRINT=1562.3 SQ.FT. W +a0 (EXISTING O.D.SHOWER I PROPOSED FOOTPRINT TO BE REMOVED a ••r�„�;;; PROPOSED (NOT INCLUDING POOL)=1433.7 SQ.FT. a i'7. .1' 2ND.FL DECK 00 00 �2:; kn "r".... PROPOSED 16.3' SCREENED-IN STORM WATER MANAGEMENT'DETAILS I PORCH N.T.S. r, EXISTING 2 CAR ROOFMFA'219.5QFr. I ;�`;\i"��`��;����� GARAGE TO BE SITE PLA N AT loor,w.n•.n RUROFvaw w.Fr .c�::::��..`�"••�w. 3.9' REMOVED o FRovmea)=oma xrom+ornwra�s C o 'EXISTING 2 STY HOUSE EXIST SCALE: 1" = 201-0" 5 li H m 2ND FLOOR TO BE REBUILT PROPOSED d STOOP a 9 a -kumcu-crawoaao c^ I •8_'_- •.•• 31, �DRYWELY -------------- RELOCATE GAS METER px°~��•o �9? VPROPOSED (VERIFYw/OWNER) .}auxsloF.o:rmoaKaarnuamusruunw. ZO.3' zy.y STORAGE [STREET GAS] y / a FaRrav+�mmasaFe�slumslwusmmwr�c.wcmmm.n�a EXISTING �, - 10.1 *.GC TO VERIFY ,�,u " e>ErusvmxvxortnrvFeenmwvaxr. ••` XI/\ / d' a m Erna: CGS AND MAINTAIN •}vaRxolvma>x. wm+m+lw+mmxuoow+w,wa I PROPOSED 2ND. N MIN.10'SETBACK % w 3,}amrxmeeorto®rox�ne6lF.oe+rrorRxe}a�rwoFina. _/ w :}sxffrrgrunmlec:IRswnnwni�nexr:rnRn: LOOR LOFT ABOVE }oxvallFw.RA91AMDYaOFA anI®s ro ooxmsoulsuro LV _ EXISTING PORCH �� aro G�xwm+.•Rr«�.Rr�xe,r PROPOSED _ TO BE 3}mxxECf 115TO51aPRYW6t YSIFH AS V,�IG16A.c.i O 0 I COVERED PORCH l7 V REMOVED 0 _ y DRY WELLSTO BE ID'MIN. +}wmanvc 0 Z Z _ O OE. AWAY FROM HOUSE 0 W EXISTING O u •' QO I w �', TOPSOIL•�; STONE ny. 0 W d- I M LOCATION DRIVEWAY Oa{. fel M M M m CA .yk t CONSTRUCTION Z ' J ENTRANCE - - ; ,; x S 25055'00" E 75.0' 021 APR 3 0 2 OLD SHIPYARD LANE DRAWN:MH,MS h' ' SCALE: JOB x: ,�� r 4/2012021 SHEET NUMBER �I . ► z o 1.SWIMMING POOL TO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND 1 ► L, SOIL TO BE LEFT ON PROPERTY.SOIL TO BE STOCKPILED OR RUFF GRADED(AS POOLE UIPMENT L'�`1i PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED AWAY. / 2.ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED IN 12"LIFTS TO min.3000 psi TO 95%DENSITY ASTM D-689.COMPACTION TEST REQUIRED(FEES TO BE PAID BY Qi OWNER)TESTING TO BE PERFORMED BY SOIL MECHANICS DRILLING,516-221-2333. GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. 8'DIA.X 2'DEEP z 3.SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/8"STEEL REBAR TIED,10" OVERFLOW DRYWELL O ON CENTER FOR WALLS AND FLOOR.5"ON CENTER FOR ALL TRANSITION BREAKS AND BOND BEAM. [� 4.THE POOL SHELL TO BE MADE OF 1.4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL A CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE POOL Q (BOND BEAM)AND NO LESS THAN 8"ON THE WALLS AND FLOOR.INTERIOR FINISH OF POOL TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS PER OWNER. 5.CONCRETE:4000psi,STEEL-60ksi 6.PROVIDE WATER SPIGOT AT POOL FOR AUTOMATIC WATER FILLS RETURN OL RETURN POOL MP) LIGHT gyp) LIGHT 7.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(1)PX100 TRANSFORMER WITH REQUIRED CORD. RETURN d O 8-POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FILTER. 30'_x" (TYP) W .a 9.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X160 VARIABLE SPEED PLUS NRS WITH(2)2"QUICK DISCONNECT UNIONS MAIN DRAIN O SHALLOW END 10.POOL SKIMMERS TO BE BLACK PENTAIR INDEPENDENTLY CONNECT WITH 2"PVC PIPES 4'-0" W x+O WITH SEPERATE VALVES AND TILED ON SIDE AND BASE OF MOUTH. Q 11.RETURNS TO BE BLACK HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. DEEP END O O 6-0" 0 12.PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES.(2)1/2'RETURN LINES WITH oo (2)1/2"AIR HAMMER EQUALIZER. 13. INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM WITH VALVE STEPS BOX TO LOCATE PIPES FOR FUTURE REPAIRS. SKIMMER SKIMMER 14.MAIN DRAINS WITH PVC WATER STOPS Td TOGETHER WITH WATERWAY 12"X12"FRAME (TYP) (TYP) 13. INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM WITH VALVE STEPS AND GRATES. 15.OVERFLOW DRAIN TILIED INTO DRYWELL VIA AUTOMATIC FILL y, c a o ^p16.PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP- m T_r o� 17. SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING.COPING TO BE w . INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR SETTING MATERIALS AND TEC ACCU a \ COLOR PREMIUM GROUT WITH PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO =zz/ MATCH STONE. v . 18.INSTALL min.30amp LOAD CENTER(TBD BY ELECTRICIAN)FOR POOL EQUIPMENT,LIGHTING.etc. A d ou53 19.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. w 20.SUPPLY AND INSTALL(3)POOL SONIX SOLAR POOL AND SPA ALARMS WITH POOL SONIX BASE UNIT AND REMOTE KEY FOB. ^ F 21.EXCAVATED MATERIAL FOR POOL TO BE LEFT ON SITE TO BE USED TO RAISE GRADE BY PAVERS MORTAR COPING CONTRACTOR/LANDSCAPER.ORGANIC DEBRI AND MATERIAL WASTE TO BE CARTED OFF SITE. v4w O e' O 22.UPON COMPLETION OF GUNITE SUPPLY AND INSTALL CLEAN SAND UNDER ALL PATIOS _ u 4 a COMPACTED IN LIFTS TO PREVENT SETTLING. - _ _ SHALLOW 23.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING AROUND POOL AND - V MARBLE- - 4'-0 SPA AND ALL WORKING HOOK UPS TO RUN SYSTEM.POOL CONTRACTOR SHALL ALSO SUPPLY "DEEP END DUST - - _ "1".,_•�®,,+,, REQUIRED UNDERWRITTERS CERTIFICATE. 6'•0" - N4 BARS @10"OC ew f". En 12"-36"RADIUS POOL PLAN (VARIES) DRAWN:MH/MS SCALE: NOT TO SCALE SCALE: toa<� a/t SkiccT u NUMBER. — — — c/) z 0 _ w - a d 0 HEB A CP 11 ® ® l 1111 ILL N ❑❑ ❑❑ C, ® �D 3 x �a IkWA%T 7, a�D Op 0� PROPOSED EAST ELEVATION SCALE: 1/8" = 1'-0" � G o Ht �u UR a D E - O T a 00 0000❑❑ 0000❑❑ 0000❑❑ 0000❑❑ �� � �� . 00 000000 E1000 Ll 000000 1 0000❑❑ EXISTING EAST ELEVATION }. 'ti SCALE: .. ,oE 4/20f2021 SCALE: 1/8" = 1'-0" SIIEETNUMBER A-1 z 0 a _ H a 00 dd Ell] ill] LLIIz C? ID Q N ¢ -,.'I�-ra-{�i�u. FiYH-"g-:igRim IIEI rn ® '{?TNYdti'•�'ii k'�u,yCW/� qk', sin i„'::i;:?t{a z-=�`�r;;< �.�i �q• W f�L,1;.::}'.•.,.;}; a;.'•t[-t�%,ij.'�:f'srv:i� z�f�r:iFft�;•;Iji�`yu{ �l W A� All 11 11 11 11 OO 0� PROPOSED NORTH ELEVATION SCALE: 1/8" = 1'-0" = o L ME R ; El �U r �w3 a u O a 6 ��I DRAWN:MH/MS �7 SCALE: EXISTING NORTH ELEVATION _ °B" arzorzou SHEETNUMBER: SCALE: 1/8" = 1'-0" --" A-2 z 0 - 00, 00, ® H a dd [1E [IF IflId - z 11 11 11 11 1177=T-11 I LL IEIII OD oil,�"4, 0 N � 1`L�'.'V.�%fie �-=���.^j �y�'•.1+i�S:�e�j a aro Q�D 00 PROPOSED WEST ELEVATION SCALE: 1/8" = 1'-0" N G E •V r m a � � �w3 a • � w V O rn m C FffF]F E 1113 J �. a 4 N �';�,,�. ate' ��,. ffyy�� SRAAw FI:MH/MS j Y EXISTING WEST ELEVATION SHE 4202021 SHEETNHMBER: SCALE: 1/8" = 1'-0" A-3 O W a o � H a A N W 3 xaA a cn 00 00 00 ID 0 4 GO o� C) PROPOSED SOUTH ELEVATION00 00 SCALE: 1/8" = 1'-0" P4 U � Lw3 a ❑ ❑ w s V O 0 d EJ DRAWN:MH/MS SCALE: EXISTING SOUTH ELEVATION ¢---� - �`� 'SHEE 4/21021 sHeer0/NUMBER: SCALE: 1/8" = 1'-0" A-4 z 0 w a 88 z 0 H Q EXISTING SUNROOM Q REMOVE SUNROOM I 1 W a REMOVE EXISTING GARAGE W OUTDOOR - SHOWER 11 11 11 EXISTING KITCHEN ----' IIREMOVE KRCHEN ••••••••••••••••••••••• . . 1t a II W ~F 11 x a 11in NJ O O o I1 REMOVE GARAGE• OO WALLS AND ROOF: Vl EXI5T.LIVING/DINING REPLACE O BATHROOM 0 �rn a RELOCATE �N �4� O IPrANKs n. x EXUTING WALLS AND FW ISHEDS W TO BE DEMOUSHEDTO FLOOR DKK m REPLACE 2X4 FRAMING WIM NEW �' L'L• 2X6 STUD WALLS,TT WALL HEIGHT EXISTING BEDROOM No.1 U' y N EXISTING INTERIOR r W 3 EXISTINGvI ANDTO BE IREPLACEDINGS Iy ENTRY THROUGHOUT 1-4 REPLACE STOOP/PORCHin -------------- ' , PQ S�-N PROJECT NORTH a k. EXISTING 1ST. FLOOR PLAN , En SCALE: 1/8" = V-0" DRAWN:MH/MS SCALE JOB N: 4202021 SHEETNUMBER: A-5 - - - 44'tol- - - - - - - - - - B z DECK ABOVE I O 16-Th• ...__.�.- A 18'-0'h - _ I 10'-2'h" (-4. l.ee PARAIlAM . 12te PARALIAM �Qyl COL MN CO MN CW235 CW335 (3'4 BOS) CW235 W DW �_ _ 0 osW z FORMER SUNK M �• W-21/5" O ....................................... .........i — O Ey H'-rJ3/4" H'-13/4" (3)2X10 HEADER SaF44 K Q ____ IRDE0.__ 3%3 CED -v.____=vcc_eeeee=__ecv ece_eeeecm. a=_ ___= R = m BRACKET i O CKABOVL7 _ FWG12D6114 SAAS (3)1-3/4X14 ML LU H B RE-FRAME WALL E2)U3/4%11-7/e Ml w/1'STEEL HEADER (3)1- 4%14 ML FLUSH BEAM 14T11230 V000.1 FI�dIR'LK I ALLPERMFGR I PROPOSED DINING I U EONS MF) I FORMER KfTCHEN •w d w H x = c F M (2)1d/4%14 ML w/(I)3/4•STIR FLUSH BEAM m � 3 - 19T1123D WOOD4 FI�16'(K C I O O O - O �1 2 $I O ® ® O SCREENED-IN W a A x I O O O 3 m PORCH iN a x ` •^7 2'-6"D IV r " (2)1-3/4X14 MW(1)IR'STEEL FLUSH BEA ------- --- BANQUET --3'-0-•- Aa C) (3)2X10 O I1_ 7b• o coo ' 41 Int n � `------ ----- ---- L m o 3'-0'/2" -----O EXIST.LIVING ROOM ' _ 2`6 M (4)1.3/ 2,b• ^)1-3/4%14 ML FLUSH BEAM _ p aw MUDROOM 3W X3 CEDAR 0 0.v BRACKET LL !p i4T11230 W000.1�J�16� ` -�` 'O jEE .� EXILING BEDROOM No.(BEDROOM No.7 3'-6" N 3'-10" 9'-9" u m n �14TJ1�30��0.1Fl�ifi�f��� ir STORAGE a w 3 (3)2X10 HDR (2)2XI0 H (3)2XI HDR TW30410 TW3 ID 1 Ei 1'4P$/L 3'-0• 1'-0'S/L TW3M10 .TW30410 ®(trot (3)2X10 HDR —RI 14•M4FWSH—_ w W N I INm COVERED PORCH ^�I i =_ B i 3BRACI(DkT x10_13)F37d%T-1/dMCf9bA1Nt._ _—cecv_c eo evc _veece__ce 'O� O rn __ ________ 12X12 FG OLUMN w/6X6 O POSE :... r 12'-6" �• 1# " �� 4'-OL4" 10'-]" 10'-1'/:" 4'-H'h' 7-53/4" ]'-53/4" 79 w � A 44,_5, PROPOSED 1ST. FLOOR PLAN 5 -" PROJECT NORTH d O � � DRAWN:MH NIS SCALE: 1/8" = 1'-0" " jOB#: 4202021 S SHEEINUMBER: j A-6 O _ aH d z 0 H Q Wa3 x �A UNFINISHED ATTIC a a0 4-0PLT HT 4-0PLT HT a Q r Q O 60 60 PLT HT 60 PLT HT LPI c c EXIY REMOVE WADS,FLOOR ROOF G BEDROOM EXISTING BEDROOM THROUGHOUT No.2 No.3 74 CLGCLG 74 CLG 9 Y&3C ATTIC HATCH s� M O , sH W3 a EXISTING RATH m 60 CLG "CW _ F 36 PLT HT 33 PLT HT V Ln d N U C4 d EXISTING 2ND. FLOOR PLAN (E)PROJECT NORTH LSCALE: 1/8" = 1 -0" DRAWN:MH/MS SCALE: JOB B: 4/202021 SHEETNUMBER A-7 z 4'-1" 12-6'k" 9'-0'/4" 9'-0'/a" 5'-2" 5'-0'h" r-4 1T-0" W Q BAL NY �D " FWG1206144 SAAS V) _ (3)1-MX11-718 ML HEADERz M 0 E u EDD OGO O b I BALCONY o �1 TW2442 7W2442 d TEMPERED TEMPERED N I ® FWG60611R .a tI 1 (3)2%8 DFi2 ✓` �3 2 2)2X6 _ X10 FALF RR 1�� O POST aD c --- — a _ (37)xX8 DF/2 n MASTER BATH --------- __-; �-1 H+ 11'-lOY2" 4'- LO 6'-3'h" 6'-1W-2%" ra Q Cie_ y}LLK BUNK V O C/] BED BEDROOM No.3 Do CATHEDRAL CDUNG CLOS, JtG N JfG ' v . 1 1 D AT •�• 5" I D No 2 ° G ? •- SW N ... _ r_5n 3'-2n O N BUNK a --- � BED �^ --� - a O [1. D 0?CH (211-3/4X9-12 ML•u/2•nEEL FLUSH B m 1212X8 DFix 2X8 (2)2X8 DF12 q R r WALK-IN W m p CLOSET v - ------------------------ z 2'4• f V u Ei fi BnTH NO.3 CATHEDRAL ED RA "\ 20• w -i, d M (3)2%8 HDR (2)2X6 2%8 HD 726 U / '\ � (2)2X6 0 ._ �, , •!:• +'W Q TW30410 �D •1.. ��. (3 2%B HDR 3)xXB HDR TVA0410 TEMPERED i TFAX312 •I,~ 'j - L��" "� A%312 AX3I2 AX312 A%312 4'-9Y2" 4'-2'f2" 6'_IV4" 6'-1'/4" 4'-4'/a" 7'-5'/a" T-53/a" 9%0^ 12'-21/2" 8'-a'/.^ ta'-u chi PROPOSED 2ND. FLOOR PLAN °-+-" PROJECT NORTH `--" DBS BA MH/M8 021 SCALE: 1/8" = 11-011 a2DNUM BNEETNUMBER: A-8 SITE DATA 1000-64-0245 �W N 2505510011 w75LOCATION_ - AREA - LOT_% 'EXCAVATE FILL .0 __ - - PROPERTY "11,2505F 0.258 acres DISTURBANCE 7500 SF GOS - - z POOL O EQUIPMENT ',b - _ _EXISTING1-10L15E ;1080.4 SF _.9.6O_-/.__ - 0 _ EXISTING GARAGE 420 SF TO REMOVE - -- Q !O 0 _EX_.EAST_PORCH _24.7SF TO REMOVE - - Gil EX.OUTDOO_R SHOWER- 37.2 SF TO REMOVE - a 17562.31 IV-91Ln Q r 22.5432S' PROPOSED ADDITIONS: 401.3 SF 3.56-9/6_ ___70_CY 15-CY 30X15 WGROUND POOL PROPOSED SCREENED PORCH: 168.0 SF_.- 1.49% _ 25 CY-_ . 5 CY_ 0 PROPOSED STOOPS 75.0 SF .0.7%_ 8 CY 4 CY PROPOSED WEST BALCONY: 102.0 SF 0.90% PROPOSED EAST PORCH: 62.5 SF 0.6% B CY 3 CY Q PROPOSED POOL: 450 SF 4.0% 150 CY '75 CY '11259.9SF] [11.25) - rI CONCREj WASHOV - PROPOSED DRYWELLS: (2)8'X5' - 15 CY 5 CY PROPOSE ,_ SEPTIC TO REMOVE: ■ - 50_&__ 'i5 CY HAY BALE_OR SILT FENCING Y 2ND.FL D CK', EXISTING SUNROOMPROPOSED NEW SEPTIC: 75 CY 25 CY W a 3 uMITs OP QEARING TO RE' -:TO BE REMOVED NO MORE THAN 20'FROM I ..�l4• PROPOSED WORK ASB •; ,1_ 'X5.', 85 1883.7 SF 20. % 401 CY 207 CY INDICATED ON SITE PLAN '1'. .DRYWEW1 - _ -- - __ PROPOSED - •- •• EXISTING FOOTP 1NT=1562.3 SQ. STOOP ,t j P tea' ° - `'� U x (EXISTING O.D.�SHOWER iBr•� r "'�zi`€ ,1• •'+ PROPOSED FO T I4 TO BE REMOVED ,�`0��.' \� t•--•.�; 'I PROPOSED �3. ; •,a,,,'•;;�, - (NOT INCLUDING POOL)=1433.7 SQ.Ff. i, .?:�_ t.p., - •'Yray:�.`.• i! 2ND.FU DECK O 00 ..PROPOSED i Yri am�F z�}3a1�"' w • -SCREENED-IN :v PORCH STORM'WATER MANAGEMENT DETAILS = r?.M•�= •� 1�� -EXISTING 2 CAR \4 .,,� SITE PLAN - mfi. R N.T.S. GARAGE TO BE Bldg Dept copy from ZBA b i�a..�air�uAn• - _3:9 REMOVED _ Final reviewed documents k ZBA Fiie# P7 2i .ounaal�naxesu•u.enu C R. EXIS;ING2 STY HOUSE ��'EXIST n I 11 4- c H 2ND FLOOR TO BE REBUILT - -PROPOSED Date: /1 SCALE: 1 = 20-0 r.5.2 STOOP mit o. ° no.a `rvzFnmra_vetiirvm B. ,••• as - O tea ' •••••••••••V �DRYWELRELOCATE� - METE GAS R PROPOSED (VERIFY p esmn,a[ ,_ asmualucrnv,uurtgvm.na_aSaar,w?murQnc!wu/em W/OWNER) `.�__,:'_�;••' . . ' "- . • :, .,aunv.vaa:nnra�..wiwrovuruumr+. '- : .2 - _ _ ».a' _ _ _ .. [STREET GAS] 'S STORAGE Z 'EXISTING - - -w..,., ----- - - --- - _GC TO VERIFY �� N a wxra«crumnevuva..asumsmrwswmnaaxmmo,mwun .'�: Ct ,urusnnie.o.m•aao„r:.°ac �:`ci1pR,.. --'.�•. _ AND MAINTAIN �L1V�� E _. - - ''.w �x�rum.rca.wrawm�m+i.woem.uonco...,xs. 1 PROPOSED 2ND.7-- MIN.10'SETBACK LOOR LOFT ABOVE L 1 JUN^I a PROPOSED - __ EXISTING PORCH _ _ �JU'V 0) 20 _ TO BE tj• _ �� mro� �•¢OVEREUPORCH ,V `w l7 REMOVED N' � __ vi DRYWEL15T0 BE ID'P9N. .Lmo,rcnor 1 O z' � ,z' - o': 0 _ - - - zon'n9 8 .,.aro � m 6 O ° ..'' --�, EXISTING C ° r�°f qp e 11WAYFRO BE 10' es ran�.mwwonamu[ww®mmnsuwrcs:mamu �. I a a! p 1•, --'• TOP SOIL, STONE a:- Jc y I 0 LOCATION DRIVEWAY Z, M Im'• `0 � � 1~ L- --- - _ _ -_ CONSTRUCTION _ -_ 2 (� a ENTRANCE RECEIVED S 25055'00" E 75.01c� t4 JUN 120 1 Zoning Board of O� DRAWN:MIIlMS -� gppeais SCALP' OLD S LANE S r mn4/ aaonoxl S-1 I f 1,SWIMMING POOLTO BE EXCAVATED ONE FOOT OVER DESIGN SPECIFICATIONS AND - ._— SOILTO BE LEFT ON PROPERTY.SOILTO BE STOCKPILED OR RUFF GRADED(AS , P006 EQUIPMENT' 0 PER OWNER)ON THE DAY OF EXCAVATION ONLY UNLESS SOIL IS TO BE CARTED - - AWAY. 2•ALL FILL BENEATH CONCRETE SLABS TO BE COMPACTED IN 12"LIFTS TO min.3000 psi TO 95%DENSITY ASTM D-689.COMPACTION TEST REQUIRED(FEES TO BE PAID BY OWNER)TESTING TO BE PERFORMED BY SOIL MECHANICS DRILLING,516-221-2333. - - GENERAL CONTRACTOR IS RESPONSIBLE FOR ARRANGING TESTING. B'DIA.X 2'DEEP OVERFLOW DRY"L z 3.SWIMMING POOL STRUCTURE TO INCLUDE A MATT OF 3/B'STEEL REBAR TIED,10" - ON CENTER FOR WALLS AND FLOOR,5'ON CENTER FOR ALL TRANSITION BREAKS r-1 AND BOND BEAM. 4.THE POOL SHELLTO BE MADE OF 1-4 DRY GROUT GUNITE MIX SHOT INTO THE STEEL - A CAGE AT A THICKNESS OF NO LESS THAN 12"ON THE TOP EDGE OF THE POOL Q, (BOND BEAM)AND NO LESS THAN 8"ON THE WALLS AND FLOOR.INTERIOR FINISH OF POOL TO BE"PEBBLE TECH"DURABLE FINISH.COLORS AS PER OWNER. Fr 5.CONCRETE:4000psi,STEEL-60ksi 6.PROVIDE WATER SPIGOT AT POOL FOR AUTOMATIC WATER FILLS RETURNOL RETURN POOL nyP) -- LIGHT - (TYP) LIGHT 70 7.POOL LIGHTS TO BE NEXXUS MELODY BLANCO 12V LED WITH(i)PX0 TRANSFORMER WITH REQUIRED CORD. _ RETURN Q 0 B.POOL FILTRATION TO BE STA-RITE SYSTEM MODULAR MEDIA FILTER- W-O° (fYP) r-1 9.POOL PUMP TO BE PENTAIR INTELLIFLO ENERGY EFFICIENT 4X160 VARIABLE SPEED PLUS 0 A�aj SVRS WITH(2)2'QUICK DISCONNECT UNIONS MAIN DRAIN z O SHALLOW END 10-POOL SKIMMERS TO BE BLACK PENTAIR-INDEPENDENTLY CONNECT WITH 2"PVC PIPES O 4'70" W �+-1 a WITH EEPERATE VALVES AND TILED ON SIDE AND BASE OF MOUTH. --- Lac]] V) -11-RETURNS TO BE BLACK HAYWARD DIRECTIONAL FLOW WITH PVC STOPS. DEEP END a0 6'-a„ o O 12.PIPING TO BE PVC SCHEDULED 40 WITH 2"SUCTION LINES,(2)112"RETURN LINES WITH 00 (2)1/2"AIR HAMMER EQUALIZER. ' 13. INSTALL TRACER WIRE ON TOP OF PIPING AND RUN BACK TO SYSTEM WITH VALVE .- B(d9 Dept copy from ZBA BOX TO LOCATE PIPES FOR FUTURE REPAIRS. - STEPS Final f eV1ewed documents SKIMMER ER SKIMMER ZBA File# Raj?j 1 14.MAIN DRAINS WITH PVC WATER STOPS Td TOGETHER WITH WATERWAY 12"X12'FRAME --- - - - Date: AND GRATES. - - - - - - 15.OVERFLOW DRAIN TILTED INTO DRYWELL VIA AUTOMATIC FILL d a _ 16.PROVIDE CONCRETE SLAB FOR POOL FILTER AND PUMP. m a, T a O 17. SUPPLY AND INSTALL 2"THICK X 24"WIDE THERMAL BLUESTONE COPING.COPING TO BE v z '< INSTALLED WITH SPEC-MIX PRE-BLENDED MORTAR FOR SETTING MATERIALS AND TEC ACCU COLOR PREMIUM GROUT WITH PREBLENDED COLOR JOINTS FOR CONSISTANT COLOR TO 5 ° ki MATCH STONE. 15.INSTALL min.30amp LOAD CENTER(TBD BY ELECTRICIAN)FOR POOL EQUIPMENT,LIGHTING,etc. �LC�I V LD u 19.DELIVER REQUIRED LOADS OF WATER TO FILL SWIMMING POOL AND SPA. a 20.SUPPLY AND INSTALL(3)POOL SONIX SOLAR POOL AND SPA ALARMS WITH POOL SONIX BASE JUN r UNIT AND REMOTE KEY FOB. - 21.CONTRACTOR/LANDSCAPER.ER USED TO OFFSITE. PAVERS MORTAR COPWG Ing gpaCd °f=Appeals EXCAVATED U,' u O 22.UPON COMPLETION OF GUNTTE,SUPPLY AND INSTALL CLEAN SAND_UNDER ALL PATIOS COMPACTED IN LIFTS TO PREVENT SETTLING. SHALLOW END •p"' ,�.,�;L �l 23.POOL CONTRACTOR IS RESPONSIBLE TO PROVIDE TEMPORARY FENCING AROUND POOL AND +' MARBLE 4'-0' SPA AND ALL WORKING HOOKUPS TO RUN SYSTEM.POOL CONTRACTOR SHALL ALSO SUPPLY DEEP LLD S?i'• (yrRg1 d DUST REQUIRED UNDERWRITTERS CERTIFICATE, V-0" _ _ l _ #4 BARS.Qo 10°OC ew i + 12'-36"RADIUS ' (VARIES) POOL PLAN UIUW!tf 411/f[R SCALE: NOT TO SCALE ccnue 0 J E' 41201202i SIfLCI Nl1MtlLit: S-2 i l t; - k Jd 1H, ❑Ocon' W oZ rA o f 0cn 00 PROPOSED EAST ELEVATION Bldg Dept copy from ZBA Final reviewed documents SCALE: 1/8" = 1'-0" ;2s m� m� V A a D HF d ml 0 F] UODD❑❑ 00000❑ ❑❑❑❑❑❑ ❑❑❑❑❑❑ # �Y EXISTING EAST ELEVATION `� atm' t: SCAT - .:^1JrY .. -loo#: 412011021 SCALE: 1/8" = 1'-0" SMSNU A-1 O 00 00 LU Ell 11 J 1. 111 HL z W A N z� x00`' p Vl PROPOSED_ NORTH ELEVATION SCALE: 1/8" = 1'=0" r�S Bldg Dept copy from ZBA m g a Final reviewed documents w 0. Z8A File# Date: N B1. El a - - _ _ �, •r"�-:. •;ti ISA d N �4; I __j I .A' tlitAA.�AUIf ALS EXISTING NORTH ELEVATION 13F �� SMilk CAM��a. �litFt NUM1ItltK- SCALE: 1/8" = 1'-0" A-2 F O WL� i C HH - - dd ILL]tfl H[-]-"I o H il, if VillI . Q Cn I � IIIfIiI x 4 .4 Q N O PROPOSED WEST .-ELEVATION- SCALE: 1/8" - 1':--0" — ci w C oidg�3ept copy from ZBA -Final reviewed documents 3'1 `ZBA Me# �►5 3 -Nate: / IiP/dor 2!1 � A - Lw� a U m SCAM ' E FMI 113 EXISTING WEST ELEVATION �• `°' ± sueer�uMaek SCALE: 1/8" = 1'-0" A-3 � - 1 ¢O _ - W 000. Oil ` d FRI TIFF X00 C�rn PROPOSED SOUTH ELEVATION SCALE: 1/8" = 1'-0" Bldg Dept copy from ZBA Final reviewed d�cu ZBA File# '7`_ r meets u m Date. k � a U: N nunwv:.umnkc _ EXISTING_ SOUTH ELEVATION m"� JOE W. 412M-0'21 - SIIkkT NVM11kIC SCALE: 1/8" = 1'-0" A-4 ' O w�w d - H A ' �FX(STI1vGiUNRCfOAA - Q REMOVE SUNROOM 11 - ---- WQ Il W REMOVE EXISTING GARAGE OUTDOOR SHOWER I1 W 117J++ 11 � EXISTING KTTCHFN ' 11 REMOVE pTCHEN .Q - ------------------- ----•-------------- - a �(FWD, 11 o WADS A WALLS A Ln - _ AND ROOF:, LAI EXIST LIV'iNG/-DIN(N6 REPLACE - 6AnUtOOM n; Y M. Vo O mv aI RELOCATE O EP TANI(S C:�i � TOURLKACW ToaeoueamuninnaoaD[g - ..avNc[zx1TR.uuot4�cmixdvv' - _ y$' 17SISfING eeaR60tui tJo:i' 13t 9L ] �-Y from u v worxTiawaR'ciw Final rd d cuma 3 - - ZBA Fite ;ENTRY Date: o - _ � F REPLACE STOOP/PORCH Gil `N_ PROJECT NORTH 1' ch 1ST. FLOOR PLAN SCALE: 1/8" = 1'-0" ' QUMM MIIEMF ,.sem.,— .. .uAT.e• EDa a: LIS�SU71 SIMLI'NUMtllW A-5 i t - -44`.d0 ------- - --, C6 l QECK ABOVE' 16'•7!' _ .1 r� 18'-0'k 1 .L&CAD/3Uµ . LTx,PArtnuAM' - M,3 w fA Ls. cwiid'` Q to71. cLm�i W r { 1g - r soRAaava s - -•10'-2rh'_- m 0 112 Un 8'-17k' fn 2%IOISUDfa - - _ (717%10 - •0 3%3 C[0 ;s9HHv37$&3's254SHo93-eSE3 33e3-a3HGH-oH3 _r -® RZ M BRAC%ET ..(xKOW Q RFFRAAIENAIl �- -�ll tl ' 7 lt)S• axN/dE F21)11/DEAM 1 RII-3!0X11•7/R ML w/i'TSFEL HEADER i 11'tmF]VMD.I r.'n 14'OC - • I ALLstarVcR PROPOSED DINING •'y�- yyyuJ k2 — (41IJ I FORMERXITCHEH w1 4 Ili (41-3Po0I4MLw/Qj3lY-STFELFLVSH BEAM _ ,..rM,�„x„A,rlr7Pl� 3 I o• � o - �- - o �z SCAFF-NFQJN� PORCH C W x p cn _ — - - - -- eAHauEr 2'-6�. (x743PoX14 Ml w!(1)Vl-STEELFLUSHBEAM O O .I — —• - —�---' - rn:ziD o En r 19 Te• 00 EXIST.LIVING ROOM _ -3'•61x'” A%0"Q _ 'g9!- _ e ri-•.-_-.•; _ "'' 'f�11•N t1 FYd%NASLfUgH REAM MUDROOM o q y3 )CEDAR Gi•rmml<c+eni rs.ia i+c F}(ISrINGBEDROOM N6.I _ E' •m o ii'-E'' - 3-10' 9'-9' a o I1'•tOK' 3'-0 `" — _ u ae� Bldg Dept copy from ZBA y '-- .. ia•TnnaTic+cr77 rl_�%R-w� '•S`. 2 1E Final reviewed menu STORAGE ZBA File# Z (3)2%10110R _ _ )]YIIIM �� (Z)2XIO HD0. :Date• 7wIDAW tH aM i'tTTJI -74; C•H'Li I, 7w309ID :iwD01Ia (7)]X1.HDR m F � � i I;, COVERED PORCH R�1;( _ _ ._ •_ - U BRAC%Ef ', - T7/A%TI/dML fbXl -.HH-aH$$$�o•3!b 3 iT 33$H333$ Q y, eI27tlT sc-QLIA�SH SP••- - - - - - wAaTss von _ f r•6p X17/ -� :+ � 4'--IDW -10':7 . .---- -- -10•t45" .4'-811W -7'.5'A' -- - 7�•Ss�'' t',�'® / a��4. N -- - - 29'=51k` 14'-L11h" .......... * w PROPOSED 1ST. FLOOR PLAID a PROJECT NORTH "<a r a _ DSAw�MH snss- uALc SCALE: 1/8" 1'-0" mop. DC07S YIIYtiL VUAiDYN: A-6 r w - � o F A - wAw 3 x �a - w �a UNFINISHED A:MC- .a-1 _RTUr O V] CORTHT &*Krkf' ' O^ r 2 EXISTING 9EDRQ= RTMOVUS.FILIOR.ROOF WRO No,z UGHOU N .3 TI/RO ` 9 w 74,CIG .......... ATTIC . �7 z -_ HATCH.: U �csldg Dept copy from ZBA a 'Final reviewed documents ° "i 3► 3 Einsrlivc enni ZBA File late: � 66m6a Ctc U .JLRT Hr O 09 �1 y EXISTING 2ND., FLOOR PLAN f-{-N-PROJECTNORTH SCALE: 1/8" = 1'-0" p✓1T � SCALF.: 100 F, ancertoxt - - 5IIFFTlRR.fNY.R: A-7 44'-10'h- A 164W 18'-M 10'-2'h" GO Z 12'-6'h" 9'-0'/4" ' 9'-0'/4" 5'-2" 5'-M" O IH 1T-0" w C? BALMNY iD FWG1206»4SAAS 1./4%11-718 ML HEADER m i m O fN < I g fN H MAST B O ~ U ED •DUNG ® ^ A •�W,� A I W -L" • fV M Bidg Dept copy from ZBA $ I BALCONY CONY o I ZBAlpevf#w �cuments z O TW2442 TV2442 - r TEMPERED TEMPERED N FWG60611R Date: / / 2(7,� w a•7 3 (3)2X8 DF®2 TJ] (2)2X6 X3 _ 21110 FAl cs RR Fd16.OL O wy O POST °°740 x a (3)2%B DF0 — 2--- - m o in x � MASTER BATH � FG- n14'- h" 6'-3'h" 1 14'-2 h" Q[� n p O BUNK IWALK N BED 00 BEDROOM No.3 'r' ^ o O (* ) UTHEDRAL CEILING _ JiC 1 1 ' BATH -6• I Q, i D No 2 i D ------------------ L -C _ H AV N ..... ''1 Gnl 3i_2n O N , BUNK - ... p _ I•��I• _ BED ..... r N (2)1-3/4%9.12 ML w/2-Sial FLUSH B r. - (2)2X8 OF12 2X8 (2)2X8 962 v 1 37(3• 1 WALK-INW v 1 HATCH 1 CLOSET sr i WO' E, ------------------- u V n d - Z 24'a-4' e N ® REDF DQM No. \ w3 BATH i No.3 / SCATHED I& •\ _ 14 �\ r-m E. (3J 2%8 MDR (2)2X62%8 HD TUB V / •\ LC RJ 2X6 O 7 ry 51 y IULe'�zC�6 d TW30410 •D (3)2X8 HDR 3)2X8 MD0. TW30910 TEMPERED TEMPERED y-' •�f�'^ N AX312 AX312 AX312 m"3 4'-91h" 4'-2'h" 6'-11/4" 6 41/4" 4'-4'/4" T-53/4" J'-5'/q" 9'-0" 12'-2'h" 8'-B'h" 4410'h" = j(" i 3 W N DRAWN:PROJECT NORTH ,. - � DMF[/MB PROPOSED 2ND. FLOOR PLAN ' ���:� ,�. OB :o JDBB SCALE: 1/8" 1'-0" B71EET"»MllER.' A-8 �' 4T4W llr.;w DE; 9'-SW 9*�w PROPOSED"ArrCHFN .......... 0 0 ------------­----------- -------- 0 0 LILL. IJ 0 ......................... Rl.PROPOSEDDINING 0 STPUCTURAL BEAM CONNECTION DETAIL 7. 4 SCRIENMIN NTS E PORCH L 5a 4W 0 EMSM I MNG ROOM 9 E MUMOOM on PE SIN( DETAIL NTS EXIMM BEDROOM N,�14: 0 T L2,sw G p4my Z STMACE mul: S DETAIL NTS ---------- x - ------------------ T-3W 4'8'h* 31.11161 i........ I-V PROPOSED 15T.FLOOR PLAN PROIECT NORTH SCALE:V� V� 2_0 C=,r A-7 AMENDIMENN -L 47AW 191-1W 10'.2W 12�6%' 7-01le 4�7511V 5'-73fiV IT-O' ;z I 2i. ,T�b i 44� Z?—---------1 �QTR PA� �ff 5 1 BEDROOM N,.3 ........... En 0 14 P 9`01 ft 6 PEDROOM N —N 6 b4 N2-i FT t q;;�Z 6'� i 1. 1111 6-1117" 6�111 4'�X T-5w -5N' R.0 W-11W 5! PROPOSED 2ND.FLOOR PLAN PROJECT NORTH SCALE IX IW 11 2Z A-8 AMENDINEW REVISIONS: SITE DATA 1000-64-02-45 OCCU � u/ �A LOCATION AREA LOT % EXCAVATE FILL USE IS U�� ��a �r- �. APPROVED AS NOTED PROPERTY 11,250 SF 0.258 acres - DATE: �'� "� B.P.# �F111 FbTIOl4.li - _ - N 25055 '00" VAI 75 . 01 DISTURBANCE 7500 SF FE ���a2 �o BY: �" ��.'V� I�i NOTIFY BUILDING DEPARTMENT AT EXISTING HOUSE 1080.4 SF 9.60 MIN. 765-1802 8 AM TO 4 PM FOR THE - - 51 FOLLOWING INSPECTIONS: EXISTING GARAGE 420 SF TO REMOVE - POOL 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE EX. EAST PORCH 24.7 SF TO REMOVE EQUIPMENT o 2 ROUGH - FRAMING & PLUMBING C� 3. INSULATION EX. OUTDOOR SHOWER 37.2 SF TO REMOVE - N 4. FINAL - CONSTRUCTION MUST COMPLY WITH ALL C..Ir",FS OF [1562.3 BE COMPLETE FOR C.O. NEW YORK STATE & TOWN core- I [13.9J O S O ALL CONSTRUCTION SHALL MEET THE AS REQUIRED AND CONDITION REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR 753 SOUTHOLD TOWNZBA PROPOSED ADDITIONS: 401.3 SF 3.56 % 70 CY 15 CY ` O DESIGN OR CONSTRUCTION ERRORS. qy Up) SOUTHOLD TOWN PLANNING E;.4RD PROPOSED SCREENED PORCH: 168.0 SF 1.49 % 25 CY 5 CY 44 c-- SOUTHOLD TONJNTRUSTEES PROPOSED STOOPS 75.0 SF 0.7 % 8 CY 4 CY 22.5' 22.5' N.Y.S.DEC 30X15 INGROUND POOL 1011111. TRUSS PLACARDING REQUIRED PROPOSED WEST BALCONY: 102.0 SF 0.90 % - PROPOSED EAST PORCH: 62.5 SF 0.6 % 8 CY 3 CY PROPOSED POOL: 450 SF 4.0 % 150 CY 75 CY [1258.8 SFJ [11.25] FrTA`1 I -0 RrI n rIIN1n� 0 PU ISUA'':T TO CHAPTER 236 OF THE TO�`�'f� COLE. All exterior lighting PROPOSED DRYWELLS: (2) 8'X5' - 15 CY 5 CY W Installed, replaced or SEPTIC TO REMOVE: 50 CY 75 CY H Cll -- repaired shall conform W r- to Chapter 172 PROPOSED NEW SEPTIC: - 75 CY 25 CY N \, I Must provide Manuals aw �` CONCRETE D, J and S as per 'Df the TOS Code VVASHOU,f -- Energy Code 1883.7 SF r 20.85 % 401 CY 207 CY PROPOSE EXISTING FOOTPRINT HAY BALE OR SILT FENCING I 2ND. FL. DICK EXISTING SUNROOM I INT = 1562.3 SQ. FT. O TO BE REMOVED Blower door PLUMBER CERTIFICATION PROPOSED FOOTPRINT ` LIMITS OF CLEARING TO BE -- and duCtt�'.rorla ON LEAD CONTENT BEFORE (NOT INCLUDING POOL) = 1433.7 SQ. FT. Q NO MORE THAN 20' FROM , 17.0'1 7 0 , ' I `,`�\ testing CERTIFICATE OF OCCUPANCY METES N Q PROPOSED WORK AS •-��-�-�-`-• grcqu>ired, AND BOUNDS BY: 1 1 , 8X5 + INDICATED ON SITE PLAN , - i \DRYWELLiI SOLDER USED /�/ WATER PETER GROBEN, LAND SURVEYOR PROPOSED UPPLYSYSTE STOOP EXCEED 2110OF ° L��-A D EXISTING O.D. SHOWER 1/o SEPTEMBER 11, 2020 TO BE REMOVED ; PROPOSED 2ND. FL. DECK SOP PROPOSED 16.3' SCREENED-IN PORCH \ EXISTING 2 CAR GARAGE TO BE \ , 0 REMOVED w 3.9 C o EXISTING 2 STY HOUSE M EXIST - p� x A I H 2ND FLOOR TO BE REBUILT PROPOSED Q x STOOP W 8'X5' ` 3.s o O 00 DRYWEL % [ RELOCATE GAS METER L" PROPOSED I (VERIFY w/ OWNER) 20.3 - 29,9' STORAGE [STREET GAS] STORM WATER MANAGEMENT DETAILS EXISTING r0, -a o ' 10.1 **GC TO VERIFY ROOF AREA:2394 SO FT. N.T.S. ti-\T EXISAND MAINTAIN AT 100%WATER RUNOFF:400 CU.FT. I 12.5' I MIN. 10' SETBACK PROVIDE(2)S'DIA.X S'DEEP DRYWELLS PROPOSED 2ND. DRYWELLS CAPACITY:422 CU.FT. FLOOR LOFT ABOVE EXISTING PORCH _ �'�"'I O TT R TANDARD " O PROPOSED TO BE �` NOTES: Cm 4 �'� O i COVERED PORCH V REMOVED LU I °J 1).EXECUTION: O `W O A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. O m � N 2).PREPARATION: Q\ C) O a-. 1� O - a A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION, 1 V r J I••••• ' ' EXISTING / B).PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR O x O / \ �' ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. `' �• / \ C).PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR F/7y" O 5I / \ Lr) METALS WITH PROTECTIVE BACKING PAINT, W (� w �L STONE 3.INSTALLATION: N LL O I W ~� TOP SO1 L I I O A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1 '4 xy \ _ 1 _ 1j.GUTTESHEET R TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'DF RUN, .� LOCATION ; DRIVEWAY � O 2j a).COPPER I LEAD:FMETAL JOIN LASH AND SOL ER S ITH GUTTERS TOTIGHT DOWNSPOUTS AND '� O (r) ry� r� �/� ACCESSORIES. W M \ / 6 r B).ALUMINUM:RIVET AND CAULK WITH A BUM SEALANT SLIP JOINT ,'. M M (Y� `\ /' � CONNECTORS. Ln U r-�I a; M 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL � v M --- CONNECTION WATERTIGHT. .a1 DRY WELLS TO BE 10'MIN. 4).PROTECTION: CA G AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL W A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. CONSTRUCTION COMPLETION. ENTRANCE O� _ _ - S 25055 '00" E 75 .0' W 0 ECEHE N RD N H OCT 2 2 2021 DD ¢ LA *" E 'hYA ' S rm* v K L001F NT. BUILDING DEPT V OF SOUTHOLD SITE PLAN mu SCALE: 1" = 10'-0" 41 DRAWN: Mx/Ms !� �'��ai��e• � i� tF SCALE:# JOB �r�.d�t� ° �•��°'�' 10/21/2021 SHEET NUMBER: S- 1 REVISIONS: !r ti. r� 00 `' - w Ai EEI F—F I jj lujl� -VI _ O I LLU- -i u � '7 I L--------i i - ', 1111 1111 Q PROPOSED EAST ELEVATION a C) SCALE. 1/4 - V-0" O w z W x Q R 0 0 0 0 P c y v rn cc o ' 6�n 4 cn U M 00 W W N � W 1111❑❑❑❑ 1111❑❑❑❑ � � N 1111❑❑❑❑ 1111❑❑❑❑ El[ILI 11 111111 ED F-1 U-11EIDUEJ] 1111❑ElEID11cun toox . EXISTING EAST ELEVATION � s SCALE: 1/4" = 1'-0" DRAWN: MH/MS SCALE: JOB#: 10/21/2021 SHEET NUMBER: A- 1 REVISIONS: 11-100i 100000 co i I V1 O � W N O El Q I i I I I PROPOSED NORTH ELEVATION SCALE: 1/4" = V-0" a � 00 � � w W x Q o � A x 0 0 0 v (n cru V U) 1 iqu -g ❑ ❑ q LoU 00 un 71 a� v N � w3 w O N 0 0 Q V U1 �i EXISTING NORTH ELEVATION , SCALE: 1/4 = 1 -0 ' '4 DRAWN: MH/MS SCALE: JOB#: 10/21/2021 :ajr j � ,*' SHEET NUMBER: A-2 REVISIONS: i , O j H co LLEJ ) _ N /) O H H O I H PROPOSED WEST ELEVATION w SCALE. 1/4 - 1 -0 a � � � w x z W 9L4 Q o ►-1 0 W o 0 0 v co m �, o u o m cn p, sx c� O O. u � v o u .� � U 0v 0 't in a� N w O N U EXISTING WEST ELEVATION SCALE: 1/4" = 1'-0° .;' 4 w :� `�' AA i� DRAWN: MH/MS SCALE: �i JOB#: 10/21/2021 SHEET NUMBER: r A- 3 1 ; ;: ions"i.Tr e, REVISIONS: r" jj ' o ) ) ' co CYN N �W Ell TH I NN I I o �I 0 o� _ Q PROPOSED SOUTH ELEVATION SCALE: 1/4" = 1'-0" a � c) w z W � A 00 V' O � Q x 0 0 0 M 4i v o 'n ^'" v cow ci o � Ln Clo Ljw v N 0 FA� w u O N WMm V EXISTING SOUTH ELEVATION SCALE: 1/4" = 1'-0" DRAWN: SCALE: JOB#: 10/21/2021 SHEET NUMBER: OF 1�. A-4 REVISIONS: PATIO TO BE EVALUATED WITH OWNER REMOVE FOUNDATION REMOVE STEP REMOVE OUTDOOR SHOWER jEM:)VIT IR REMOVE REMOVE GARAGE AND REPLACE POSTS CRE aREMOVE AND REPLACE STAIRS W REMO AND REP ACE POST R OV SERVICE ASHER A D DRYER SEPTIC V1 ri REVI FUELTiANK WATER O TO MOVE(f'BD) E I i-I)'-:--------• i IJ a p e e: � REMOVE STOOP EXISTING FOUNDATION PLAN 5 W N PROJECT NORTH _ , �' SCALE: 3/16.1 - 1 -0" E C W � Q A C) � o � 0 0 00 cn EXISTING SUNROOM REMOVE SUNROOM t-� — II (V v II m m REMOVE i i EXISTING GARAGE o Lo ,a OUTDOOR m SHOWER UNFINISHED AMCU, 11 x o m 4-0 PLT HT 4-0 PLT HT 1 I EXISTING KITCHEN u I I ' � w II REMOVE KITCHEN p N ........................ 00 \ cl II � N u \ If 6-0 PLT HT 6-0 PLT HT ii 0 U c0 REMOVE GARAGE i � WALLS AND ROOF , , , 'di "o N N 00 cz o P-4 EXIST. LIVING/DINING Z REPLACE O Z BATHROOM EXISTING BEDROOM EXISTING BEDROOM REMOVE WALLS,FLOOR,ROOF E,•i W No.2 No. 3 THROUGHOUT _ O 7-4 CLG 7-4 CLG V RELOCATE O LP TANKS 0 i EXISTING WALLS AND FINISHEDS • V� ATTIC ; TO BE DEMOLISHED TO FLOOR DECK HATCH REPLACE 2X4 FRAMING WITH NEW 2X6 STUD WALLS,9'-0"WALL HEIGHT Q yl N EXISTING BEDROOM No.1 EXISTING INTERIORgry°{P—X;i �4 SH0 a SH AND EXTERIOR OPENINGS EXISTING TO BE REPLACED EXISTING BATH ENTRY THROUGHOUT 6-0 CLG 6-0 CLG v�v W 3.6 PLT HT 3.6 PLT HT LA Ljl REPLACE STOOP/PORCH i )V --------------- i 'f Srl�4•�I,0 EXISTING 1ST. FLOOR PLAN PROJECT NORTH 1 r' A, -1 � � DRAWN: MH/MS E 14 r .`,i # i SCALE: SCALE: 3/16n 1= -0n t ,„rL, JOB#: iS .^:J 10/21/2021 EXISTING 2ND. FLOOR PLAN 5 N PROJECT NORTH -ry �, r SHEET NUMBER: SCALE: 3/16 = 1 -0 A-5 T77 7r �: .I,i -r'AI\' I ; I,�.T 7A ' j . REVISIONS: ------ A ------ B 18'-0'/2" 1 I ' - , 1 ----------------------8X16-VENT------------------------ , I I � • p• d . p d . p p• d . d . p• � , I I I I I I D I I I I I I I O ° I � w I LL00 1 I Q I N I I I LL - D I 0 O I 00 ' 1 d I xp I 4714E Nil 1 I I I I C 1 D I . ,I 81-4'/411 81-4'/411 00 I I 1 I I I I r 1 (3)1-3/4X7-1/4 ML GIRDER ; (3)1_3/4X7 1/4_M_ L GIRDER I ____________________C__ __]-__-_ E -1 ---- --------- V I I I 16-7'/2" ' 10 i u 1 . O 1 7'-33/4" T-33/4" i D • . 10'-2'/2" PROPOSED CRAWLS ACE 1,-011 ' 1'-0" ; LL 2"CONC.SLAB O I -_�-Y---_-L11; -___-_______________________L•1I' -_-t--•LI1 _____-_ —_ —_ —_ --_--LI1 -- C-+L Va I Q 'II e, d • p, _ _•__d___p_•__d__•___p____v_ LL. v e r -_ ' _ _ X (3)2X8 ACQ GIRDER (3)2X8 ACQ GIRDER II N I I I 12"dia PIERw/2'X2'Xl'FTG #5 REBAR 2X6 ACQ 3'BELOW GRADE min c I 12"OC ' @16"OC ON UNDISTURBED SOIL TYP ° ' l (3)2X8 DF#2 I p• d . p o l 1 p _ • I p I , I .4F, 7 `,48"w STAIR _ IIII IIII I I ' 4 ^y9r lOT 8"r fill IIII c(@ , uO fill fill PROPOSED Z 1 • I #5 REBAR IIII IIII 1 I • , O 00 @12"OC fillIIII IIII"ll SCREEN PORCH 11711 , � , (TVP) IIII IIII x I f e • l fill fill N ADJUST FOUNDATION THICKNESS FOR SHELF I D II11 IIII TO BE USED TO SUPPORT PORCH SLAB(VIF). •° I � 4 IIII IIII I I ALL FILL BENEATH CONCRETE SLABS TO BE •'� I n l n u I I COMPACTED TO 95%RELATIVE DENSITY. I / 4 IIII IIII - SLAB TO BE MIN.4"min THICK(VIF)AND REINFORCE ' Q (y ' SX., w/6X6 10/10 WMM OVER#4 REBAR @2'OC EW."' IIII 36X24 ACCESS BLUESTONE TO BE INSTALLED OVER SLAB.EXISTING BASEMENTI'-0" #5 REBAR@12"OC n 111 1 I l li 1TYP fill '"*'"-"' 36X24ACCESS1 REPLACE EXISTING nu 1 IIII REPLACE EXIST. i e i D M LOCUST POST w/ ; ; LOCgST POST p D 1 . -' I LALLY COLUMN moi'' ' I ' • ' I 4 ---C-�l-' . `---- --- 2'X2'Xl'FOOTING nu i fil • II p• D II I fill � .II 1 IIII 1 ' 4 ------ uu HSS4X0.125 1 DRAIN T PIPE TO I III ' (TYP) n, TUBE STEEL --------------------------- --+ h > 1 DRYW LL P COLUMN wJ___ fill 8"PC WALL Z c ' ' I D • 1111 --• IIII D ' 3'X3'X1'FTG 1 fill w/16"X8"FTG - 1 ' I U till ' ' III' (2)#5 REBAR CUT WALL SECTION OUT ----- ----- �I O till (2� 7�R I 1111 --- AT POST LOCATION (VIF) \ _ I I ,d• #5 REBAR ,,,, _ I IIII I I 1 1 00 M •-_-__, a 1 ^ • , 11,1 , , INSTALL 16"X16"CONC.PIER 10 13] °112"OC ' ' ' REINFORCE w/(6)#5 VERT ICLE p (TYP) X ,,,, ,,,, 0 , -�- 1 REBAR w.STIRUPS(TYPICAL) I • I I • I111 `-- -- 1111 I I . I I W O N N 1 _ _ ON 48"X48"X12"FOOTING _ ' un lo' a nil 't REINFORCED REBAR LL F— ° `-- �' O REPLACE EXISTING 10 EACH WAY cv • ' I LOCUST POST w/ I fill ' ' " O 2X6 ACQ fill ICf Z 4 --_ ___ v ' ' TIE WALL SECTION BACK w/ v _ Q ___-- 11 1 II11 I I 1111 LALLY COLUMN illl y---' @16"OC fill Q ul •M2' ° 4 ' I Q '` 2'X2'Xl'FOOTING ' 8"PC WALL #5 REBAR @12"OC 00 s 1111 I __-- till w/16"X8"FTG til i i--II�INI------ ' (2)#5 REBAR SERVICE PROPOSED m 14 mi 4 1 a REPLACE EXISTINGSEPTICCRAWL SPACE � - ''�I IIII , 'a' II11 I I ` ul LOCUST POST w/ 2"CONC.SLAB M a , LALLY COLUMN 111 l I - "l' LALLY COLUMN ^ o UNDER POST ABOVE fill till __ 3'-6" w/2'X2'Xl'FTG. y till2'X2'Xl'FOOTING v--,v--'a--v ---v--- ------_ --- w 00 0 p IIII - --' 1111 ' .0 . C • V •4 D . . '� C • , II I 1 u Int , I----- - , 1111 t I I O 1111 ' ' Illi .•� ---------------------- -------------- --+ - V 1 1111 ' . ' 1111 141-011 ' p ' 11 ' . I LW_ _ 1111 • I • I NIF) I 1111 (2)2X1 1111 I I 1 1 , _ . 100 IIII ' 1111 I I , x „ , , 11 #5 REBAR o fit HS54 X Q.125 _ ___; 111' @12"OC WATER I 1 nil fill I 1 4 , „11 TUBE STEEL 111, TYP _ I IIII 1111 ` 1 I I 1 1111 COLUMN w/ ,III ,_ ___ _____, PROPOSED STORAGE N I 1 11ri 3'X3'Xl'FTG Jill i I 1 • ,111 111, C , C , CONCRETE SLAB ON GRADE ^ , I ° 1 fill 1111 I 1 REINFORCE w/10/10 6X6 WMM - • ---- IIII IIII NEL OIL TANK 4'/211All i O ------- 1 - 1 p ' M ' [. ` O I 2X6 ACQ IfV ' �O I •----------------------------------- O • ' m ai u LEDGER BOARD TO BE FASTEN DED 11 (3)12X8 ACQ GIRDER (3 2X8 ACQ GIRDER I' cV O Q ; p U) a`Ji II---------- I ! _ 1_ ---------------------"1---------------------- ' m G TO BUILDING WITHTIMBERLOK® 1� r ___ - L= -__________ __ ,= t M I , � SELF-COUNTERSINKING SCREWS I I "- T , ; , N `°-�P ,�V•I - - --- ----- - - BY OLYMPIC MANUFACTURING :�_ — — — — — ' — — — — ' ' p ' x o m (2 SCREWS 32"O.C. — — — — — ; B 31-4'/4" 8'1 3" 3'-4'/411 �" wCA @ ) 51-5" - - 51-5" `-- - 12"dia PIERw/2'X2'Xl'�FTG ; v U I 3'BELOW GRADE min 1 OPx � 10" 12' 6° 10" ON UNDISTURBED SOIL 14'- 2" ctS 40 4 cri C Ln U I /`1 0 W W 44'-10'/2" CS [� PROPOSED FOUNDATION PLAN N PROJECT NORTHSCALE: 1/4" = 1'-0" O H EMU( 1).DEMOLISH FOUNDATION AS SHOWN ON A-5,EXISTING FOUNDATION 5). PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES �✓ PLAN.REVIEW PLAN FOR NEW WALLS AND MASONRY WORK REQUIRED. TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR Q' REPAIR AND REPLACE STRUCTURE AS REQUIRED THROUGHOUT. FIBERGLASS SILL GASKET. 2).8"THICK POURED CONCRETE FOUNDATION,3000 psi.TOP OF 6).PROVIDE 5/8"DIA.ANCHOR BOLTS AT T-0"O.C.AND W/I 1'-0"OF CORNERS, FOUNDATION TO BE ADJUSTED AS REQUIRED FOR FINISHED FLOORS INTERSECTIONS AND SPLICED JOINTS.ANCHOR BOLTS TO HAVE A M TO MATCH EXISTING.EXTERIOR OF FOUNDATION TO BE DAMPPROOFED MINIMUM 7"IMBEDMENT INTO THE CONCRETE.EACH ANCHOR BOLT TO x AS PER N.Y.S.RESIDENTIAL CODE WITH A BITUMINOUS COATING. BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. G/ 3).FOUNDATION TO HAVE 16"X8"CONCRETE(2X4) KEYWAY IN FOOTING. 7).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE.PROVIDE " FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST BLOCKING AT 8'-0"O.C. (MAX.)AND MIDSPAN. ON UNDISTURBED SOIL(MINIMUM 3000#CAPACITY). - 8). FILL VOID,BETWEEN JOISTS,AT POINT LOCATIONS. �•••_.,::' � 4).FOUNDATION SLAB TO BE 4"THICK AT STORAGE AREAS AND 2"THICK AT NEW CRAWLSPACES.INSTALL 1/2"EXPANSION JOINT MATERIAL WHERE SLAB 9).SMOKE AND CO DETECTORS TO BE INSTALLED/REPLACED PER CODE. MEETS ADJOINING 'S "���• " � '; •sf r a ` ,4 DRAWN: MH/MS o SCALE• ,.,-t• �. r ?��' S JOB#: +. ;• 3 "( �� 10/21/2021 SHEET NUMBER: A-6 REVISIONS: 44'-10'/2" B I 1 A ' 16-71/2" --------- 18'-p'/z" 10'-21/2" 3-1/2X5-1/4 3-1 2X5-1 1.8e PARALLAM ; 1.8e PARALLAM ' COLUMN ' COLUMN I CW235 CW335 (3'-4 BOS) CW235 0 / ----- - - 1 ---- 1 V' o DW D ' DW X M 1 = Q , I I I @ DECK ABOVE M TAPER TO 5/1/2".INSTALL 3/4"T&G M v EXT.SHTG OVER.WATER PROOF w/ ' ' EPDM, FLASHED,2X ACQ SLEEPERS ' OVER w/5/4"DECKING ON TOP 1 00 (2) 1-3/4X14 ML w/1/2"STEEL FLUSH BEAM E 1 , 00 , 00 r 1 8'-53/4" 81-13/411 I I v I 14"T11230 WOOD-1 FJ 62,16"OC I C I I I N PROPOSED KITCHEN ---------;- 10'-2'h„ FORMER SUNROOM ; 1 Op ----------- ------------------------- ------------ STEEL FLITCH (S) O -- ------ r. -' u PLATE PER PLAN O i NO ----------- 16" 16° ------------------------- ------------ -------- ,/z� . -------- (3)2X10 HEADER 2 Z O O 3.0 O 5"w X 5"w X 3/8"t STEEL ANGLE CLIP !r 5.0X6-6 w (EACH SIDE OF BEAM) O O p _ (2)2X10 IRDER ISLAND I I Q O 0 3X3CEDA ======================= ======================= I R o _ O O O 2'/L M BRACKET O ; ® cxv CK ABOVE) o O i FWG120611-4 SAASnxi MICROLAMS O PER PLAN (3)1-3/4X14 ML FLUSH BEAM - - ���� 16" (2)1-3/4Xll-7/8 ML w/1"STEEL HEADER ' " (3)1• 4X14 ML(LUSH BEAM ll O 5/8"dia.CONNECTION BOLTS 14 T11230 WOOD4 FJ(0 16"OC O ASTM A307 GRADE A(60,000ksi) O _L2 V, O RE-FRAME WALL Q I PROPOSED DINING o WITH WASHERS AND NUTS a 2X6 DF#2 @16 OC m FORMER KITCHEN w Q w O @ 16"OC(STAGGERED) (TYP.) /s"dia. GC TO REVIEW AND = I = O - INSTALL PER MFGR - _ - (2)1-3/4X14 ML w/(1)3/4"STEEL FLUSH BEAM - .o w 2'/z"9 _Q INSTRUCTIONS(VIF) LL _ �O o _� 7 J r -1 O ' U, x O FW.. � '�' N c in I 3 14'TJ1230 WOOD-1 F1 (�16"OC \ I O I O `O d 0 d H 3 , x _ O STRUCTURAL BEAM CONNECTION DETAIL o �o� o o M SCREENED-1NLn Q NTS w Q o X I �p OP O� plOq� 00 v- PORCH ° Q N rn M o 21_611 V 1 BANQUET x cV — - — - (2)1-3/4X14 ML w/(1)1/2"STEEL FLUSH BEAM _ - 3'-0_' - `� D — r — - — - - - - - ' I I (3)2X10 -1 I 2,_6„ N = e , I I ly N7BA No. 1 o Q o `n HALF ATH x It ' ----- - oi� N 3 16" 16 b1 ----------- ----------- z 9,-9„30'/ 8 41-011 1„ O q O EXIST. LIVING ROOM - O OM I ---- --- 1 - 00 rn STEEL PLATE73/ 14 5 I I EAM - O ==___=_ - )1-3/4X14 ML FLUSH BEAM 1 ti _ ”' 2-6° 3/8"CARRIAGE BOLTS @16"OC z ; �,', MUDROOM - o iii Oo O I > STAGGERED TOP&BOTTOM v S I = ; M LrIl r-a DOUBLE @ ENDS(TYP.) Z v , -------- Iy o 1 X n1 , H 1 I ' N 111 , Q =z NT-0'..2 4'-4" 4'-4" 111 SINGLE FLITCH PLATE DETAIL W y ,4"TJ1230 WOOD-1 F 16"O _ _ _ 0-4 Ce rn � NTS o =o M N X3 TA — rL . QM _ -m14"TJI230 WOOD-I fJ (a16°oc N--- EXISTING BEDROOM No. 1 ^ �"� 0 0 ° - 9'-9" - oo rn oILn M , , r 4' 16" , 16" O 11'-10'/2" 3'-0' '" 2" �.i. :�. .,. .} 2'hf _N 0 0 0 EXISTING ENTRY _ 14'TJ1230 WOOD-1 FJ (816"Oc „ STEEL PLATE 21W O 0 (3)2X10 HDR ti STORAGE �—(2)2X10 H —► (3)2X10 HDR 5/8"CARRIAGE BOLTS @16"OC(TYP.) TW30410 TW30 10 ,4"FJ 1'-0"S/L 3'-0" 1'-0"S/L I TW30410 i TW30410 016 cc (3)2X10 HDR o _ — j2 14"ML FLUSH MULTIPLE FLITCH PLATE DETAIL o IBX m M Z I COVERED PORCH I $' 3X3 CEDAR , -��m �= BRACKET NTS - - )�3T4XT1/�ML i(I�OXIN)_ 2 X10 G D ------- 12X12 FG OLUMN ; B C, v `� ---------------- w/6X6 CQ POST •--- d+ v 12'-611 -------- I u m 0 1 � ------------------------ UC311 -� cin , 'o = 6F 4'-0' " 10'-7" WAVY' 4'-8'/2" 7'-53/4" 7'-53/4" N CZ 5 v /2 � w3 29'-,5'/z" 14'-11'/2" olI 1 1 •-------- 44'-511 w v PROPOSED 1ST. FLOOR PLAN w SCALE: 1/4" = 1'-0" S N PROJECT NORTH E N 1).DEMOLISH FRAMING FOR 1ST.FLOOR AS SHOWN ON A-5.REMOVE 7). DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER 12).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH OPENINGS THROUGHOUT, ALL BATHS.PROVIDE BLOCKING AT 8'-0"O.C.AND MIDSPAN. OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, V 250#CAPACITY. 2). USE 3/4"T&G ADVANTECH ENGINEERED SUB FLOORING,INSTALLED WITH 8). PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS x RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK 13).INSULATATION UNLESS OTHERWISE NOTED:CEILING/ROOF: R49,EXT. �/,� MANUFACTURE'S INSTRUCTIONS. STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH WALLS:R20,FLOOR: R30.EXTERIOR OPENINGS MAX.U 0.30 a' SIDE FOR MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED w/ " 3).PLATE HEIGHT AT 9'-0". 3-1/2"X 1/8"THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY 14).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 5/8"SHEETROCK. FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT 4).NEW EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 9).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS AREAS. 5).EXTERIOR SHEATHING TO BE 5/8"THICK FIR CDX PLYWOOD. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, i FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 15).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. 6).EXTERIOR UNDERLAYMENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED PER CODE. WATER RESISTIVE AIR BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. 16).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2' PEX HOME RUNS. HORIZONTALLY(WITH TWF AIR BARRIER FLASHING).INSTALL PER 10).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE INSTRUCTIONS AND SPECIFICATIONS PER MANUFA(-TURE.www.henry.com APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 17).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS 1 1 - �3 •A�4 ht r �n / HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. MS ��� !f:� �'�,at�.� DRAWN: MH INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. er1; t'•r;'�3 b'v ��( SCALE: 11).ALL SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH '. € �1 f JOB#: 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 18).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. ' 7e d; f 10/21/2021 SHEET NUMBER: r .a 1tr' 4E� REVISIONS: 44'-10'/2" ----- A -------- 16'-7'/2" - - 18'-0'/2 10'-2'/2" I , I , 4'-1" 12'-6'/2" 9'-0'/4" 9'-01/4" 5'-2" 5'-0'/2" I 1 I I I I I 17'-0" I I _ 1 - BALC DNY I 1 1 I 1 FWG120611-4 SAAS M p (3)1- /4X11-*ML HEADER N 0 N I o cV rn M MAST :R B E ROOM CAT EDRAL CEILING 7 3 - E ' CN �7 ' � 1 , 1 N M ' , bo 1 H CEMENT 1 BACKER BOARD BALCONY o CERAMIC TILE OVER a 1 4 THINSET(TYPICAL) TW24142 TW2442 r N 9.12" EXTEND MEMBRANE - — — — — — — — — — — — 3" TEMPERED TEMPEREDft N � UP WALLS AS SHOWN- 48" SHOWER DRAIN FASTEN AT TOP ONLY (TYPICAL ' FWG6061I R CURB / 26" X8 RDRf1;;11 X8 wr'l V�x GAS (3)2X8 DF#2 (2)2X6 2X10 FALSE RR 16"OC ' p TOWEL BAR PLACEMENT TOILET PAPER PLACEMENT MORTAR SHOWER PAN Q O POST FIREPLACE I S O E I o O X M vC) rn 3)2X8 DF#2 N 0 o MASTER BATH ;� /) Q Y M -------------- - v 11'-10'h" 41- /2" 6'-3'/2" 6'-1" 14'-2'/2" u 0 'foo N � M N WALK-IN =ry 12"X24" TOWELBARLOCATION b > N N CLOSET _L? N BEDROOM No. 3 (min.12") 0 IS ; D GRAB BAR LOCATION TOILET-PAPER _ ��/ 1 CATHEDRAL CEILING - 77-84" HOLDER ' ' 4, VARIES(VIF) 1 15" LOCATION 54" ZD 48-60" BATH (VIF) 36" 36-48" 26" �' -ry N O. 2 00 16" ------------------- L `° C :- Ln �N _ N W 1 SHOWER HEAD NICHE PLACEMENT SHOWER SEAT FIXTURE BLOCKING AT BATHROOM � 5�_0 N 6'-6'/2V-f 31-211 co " I X rn 15" O =ry ____rN N OP r� rn GH -- --- - M a O - _ V` - _ _ _ _ _ _ - _ _ — W N (2)1-3/4X9-1/2 ML w/ /2"STEEL FLUSH B AKA (2)2X8 DF#2 (2)2X8 DF#2 (2)2X8 DF#2 i n I n + n r — — � ' a O -1 3-0 3 -9 I I 91-Off x Q Fixtures shall be spaced in accordance with R307.1,and in accordance with the requirements of Section P2705.1. ,_,,,_,�_, I iN WALK-IN pp A b 21"min. _-� 21"min. CLEARANCE P2705.1 The installation of fixtures shall conform to the following: l CLEARANCE — — _---_ --- \ - TCH -------------------CLOSET -h _ — 1.Floor-outlet or floor-mounted fixtures shall be secured to the drainage connection and to the floor, ____ _ I _ _ _ I ' where so designed,by screws,bolts,washers,nuts and similar fasteners of copper,copper alloy or other _' - Z oo corrosion-resistant material. ---- � . __+ v0 2,4„ N q 24"min.CLEARANCE ---- - - oL • s FRONT OF OPENING 2.Wall-hung fixtures shall be rigidly supported so that strain is not transmitted to the plumbing system. ` LOFT 30" - - - -- rmin' 3.Where fixtures come in contact with walls and floors,the contact area shall be water tight. N BEDROOM No. 2 o _ o BATH 4.Plumbing fixtures shall be usable. a 00 z co NO. 3 m0. i, 5.Water closets,lavatories and bidets.A water closet,lavatory or bidet shall not be set closer than 15 inches o co ` o from its center to any side wall,partition or vanity or closer than 30 inches center-to-center between adjacent N / CATHEDRAL fixtures.There shall be a clearance of not less than 21 inches in front of a water closet,lavatory or bidet to any M \ X wall,fixture or door. N rn o 6.The location of piping,fixtures or equipment shall not interfere with the operation of windows or doors. M , N TUB _ m N 0 (3)2X8 HDR / (P \ (3) 2X8 HDR L Q (2)2X6 O O cn co � OS v L\ 7.In flood hazard areas as established by Table R301.2(1),plumbing fixtures shall be located or installed in _ d X accordance with Section R322.1.6. ' ` C) m � r, ''- TW30410 �O (3)2X8 HDR (3)2X8 HDR TW30410 Co rnWALL v o 8.Integral fixture-fitting mounting surfaces on manufactured plumbing fixtures or plumbing fixtures constructed x O on site,shall meet the design requirements of ASME A112.19.2/CSA 845.1 or ASME AH2.19.3/CSA B45.4. TEMPERED TEMPERED 2 o AX312 AX312 AX312 AX312 ci U) v 4'-9'/a" 4' 00 -2'/211 6'-1'/4" 6'-1'/4" 4'-4'/4" 7'-53/4" 7'-53/411 01 21" CLEARANCE +_ 11 +_ ++ + " n 9 0 12'-2/2" 81-81/211 14'-11'/2 v i 00 v 44'-10'/2" w ' A I I w W Q PROPOSED 2ND. FLOOR PLAN S N PROJECT NORTH SCALE: 1/4" = 1'-0" E N d 1).EXISTING 2ND.FLOOR TO BE REMOVED; FLOOR,WALLS,ROOF,etc 7).PROVIDE 3-2X10 DF#2 HEADERS OVER ALL BEARING WALL OPENINGS 11).ATTIC ACCESS/STAIRS LOCATION TO BE VERIFIED IN FIELD WITH ALL ROOFS TO BE REMOVED THROUGHOUT. UNLESS OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK OWNER.ATTIC STAIR(OR ACCESS OPENING)TO BE MIN.30"WIDE, V) STUDS ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH 250#CAPACITY.ATTIC SUBFLOOR MIN.5/8"THICK x 2).USE 3/4"T&G ADVANTECH ENGINEERED SUBFLOORING,INSTALLED WITH SIDE FOR MICROLAM HEADERS.STEEL BEAMS TO BE SUPPORTED w/ 04 RING SHANK OR SCREW SHANK NAILS AND SUBFLOOR ADHESIVE PER 3-1/2"X 1/8"THICK BOX TUBE STEEL POST.POSTS TO BE SECURELY 12).ALL WALLS AND CEILINGS TO BE PROVIDED WITH 1/2"SHEETROCK. MANUFACTURE'S INSTRUCTIONS. FASTENED IN PLACE WITH PLATES AND BOLTS TO STEEL BEAMS BATHROOMS TO BE INSTALLED WITH MOISTURE-RESISTANT le+ SHEETROCK.USE DUROCK CEMENT BOARD AT SHOWER/BATH TILE 1� 3).PLATE HEIGHT AT 8'-0"UNLESS OTHERWISE NOTED. 8).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS AREAS. (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, 4). EXTERIOR WALLS TO BE FRAMED WITH 2X6 DF#2 STUDS AT 16"O.C. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. 13).ALL FLOOR TILE AREAS TO HAVE MUD SETTING. PER CODE. 5).EXTERIOR SHEATHING TO BE 1/2"THICK FIR CDX PLYWOOD. 14).ALL NEW PLUMBING WATER SUPPLY LINES TO BE 1/2"PEX HOME RUNS. 9).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE 6).EXTERIOR UNDERLAY!MENT TO BE HENRY BLUESKIN VP100 SELF-ADHEARED APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING 15).INSTALL 12X12/14X14 NICHES AT ALL NEW SHOWERS UNLESS WATER RESISTIVE AIR.BARRIER.OVERLAP 3"min.VERTICALLY; 2"min. HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. OTHERWISE NOTED.,TOWEL BARS,RINGS,TOILET PAPER HOLDERS,etc. ' HORIZONTALLY(WITH TWF AIR BARRIER FLASHING). INSTALL PER INSTALL SHOWER BENCHES AS SHOWN ON PLAN OR AS NOTED. ° INSTRUCTIONS AND:SPECIFICATIONS PER MANUFACTURE.www.henry.com 10).SPACED MULLS,VERTICAL OR HORIZONTAL,TO BE PROVIDED WITH G ;x j DRAWN: MH/MS 2-2X DF#2 STUD POSTS UNLESS OTHERWISE NOTED. 16).INSTALL SMOKE AND CO DETECTORS AS REQUIRED BY CODE. �r";�+ (p ,� SCALE: JOB#: 4 10/21/2021 SHEET NUMBER: A! 8 REVISIONS: ------- '°` B 1 , I , I , I , I , r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -i IF - - - - - - - - - - - - - - - - - - - - - - - - II II II � I II 11 II II � I I 2X10 DF#2 I ( O I 12 RR @16"OC ROOFING ' 115/4 � II n II CROWN 2T -1/2" FASCIA 1X8 ' ' � •--------------- I 0D ---- ------------ ---------------- 57< ---------------- X CROWN 5-1/2" 1 1 M FRIEZE D. 1X8 _ J I 2X10 DF#2 � 1 r - — — - - - - - — — - - — - - - - - - - - — - _ J RR@16"OC 1 I RAKE DETAIL I I I I I I F—I 1 1 12 p :o IL _ _ JI I I d' I O I r - - J L '- CN 1I I I 06 Q �I I I I I I o I I I I I I o I I DL - - - - - _ - J L _ - — - r — — — — — — — — — 71 I 1 1 I I I I I I I I I I I C/) Z W RL - - — _ — _ — J I I I I I I I I I , O 21-011 I F- 014- 1 1-3/011-7/8 RIDGE ' L — - - — I I I I 1-3/4X11-7/8 RIDGE I I , 11 I I I I I I I I Z CEILING - - - - - - II - I I - - - - - - - J L _ _ J L - _ J L _ _ J I FTI r - - - - - - - - - - - - - - - - - - - - - - - r - - - - - - - r - - - - - - - - - - - I I I I I I I I 12 HALF ROUND i i I I POSTE TO BEAM I I -1 i t I ! I ►--� O � 5/4X8 AZEK GUTTER 1 I I 1 1 I o O FRIEZE BOARD 1X6 T&G VJ 1X8 AZEK 1 1 I I I I I 0 1 1 I I _ J AZEK SOFFIT FASCIA — -1- - - - - � - - - , r - - - - I 1 1 :2 I I i ' 1 1 a I I Q I I I ' N I Q Lu N 1 L _ n _ J o I I v o I 1 1 1 1 0 �� L _ _ fo _ J X 11 G OPENING 00 LJ P I N W o � 1 1 �,� � �. I I o � � I G L — N CU I 1t\ 4.1 n 12 Ln N / / 2X10 DF#2 a _ _ _ _ _ _ _ _ _ _ _ _ _ _ I ,I2X10 DF#2 12 1 1 Ra v 0. SOFFIT DETAIL I _ - -- - - - - - - - - � 12 r - - - - - -y - - IRR@16"OC c P/� � z- L �- — — r- � RR @16"OC "' I n — _ i_ � r _ J 1 I 12 � I F-1 I+1 � -k L - _ _ - _ _ _ _ _ J I I L _ _ _ _ _ _ _ _ J I .� rz aj — - - - JL - - - - - — - - - _ _ _ _ - I L — — — - - - - - — - -- - - _ _ _ _ _ _ J �u. 12 1 1 12 1 o t2 Lr) U L - - - J ' C --" U) L _ ,2XSRR _ _ _ _ _ J t (t 16 @16110C - - - - — 16 , N a� v /2X8RR /2X8RR WOC OC I 1 . I I � � , I � , I 1 , , C d O d WFw4 N ROOF PLAN S N PROJECT NORTHF. SCALE: 1/4" = 11-0" E 1.INSTALL 2X6 DF#2 COLLAR TIES AT 48"O.C.OR AS SHOWN ON PLANS. x 2.INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. PER CODE. 3.APPLY 5/8"THICK FIR CDX SHEATHING OVER ROOF FRAME. N� ,/ z► '1' L, 4.APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND Att .�- F �f DIRECTLY TO THE DECK ALONG EAVES.(REVIEW MFGR INSTRUCTIONS) : 5.USE ICE&WATER BARRIER UNDERLAYMENT THROUGHOUT. DRAWN: MH/MS 6.INSTALL METAL ROOFING AS SELECTED BY OWNER.INSTALLATION PER ,� "«Wi3 d ��' SCALE: MANUFACTURE INSTRUCTIONS. JOB#: r. .©fr 1� +..., 7.GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED. 10/21/2021SHEET NUMBER: A-9 t1^ ?"'Tr" ..4 ,'Tr-i REVISIONS: 3 3 1-3/4X11-7/8 ML RIDGE ,1/4 :114JI1SH11/41I/4 11/4 11/4 11/2 / 1I/4 11/2 11/4 1I/4UV. W. UV WC. V E0. 12 2 3 lug 2 3 1-3/4X11-7/8 ML RIDGE C.O. 2 LL 11/4 C.O. 2 7 C)� @�6" 1/4 10�^ ' 11/4 3 C.O. 3 11/4 C.O. P 3 3 2� X]0 R POST 16"O 11/4 11/4 (2)1-3/4X9-1/2 ML 11/4 11/4 11/1 1 1/4 11/4 1 I/2 SINK SINK "STEEL DW. D.W. V WC UV W W.M. FA.I. 2X8 CJ @16"OCfill SH R 1 I/2 C.O. 2 3 2 11/4 3 11/2 11/9 I C.O. C.O. 3 C.O.I 3 3 4 SLOPE"1/4"PER FOOT PITCH TO DRAIN TO APROVED 4"C.I. SEPTIC SYSTEM TRAP HOUSE MASTER BATH BATH LOFT No. 2 00 PLUMBING SCHEMATIC _ SCALE: NOT TO SCALE 12 (2) 1 "MLh2X6 12 8 3/4"SUBFLOOR 82X6(2)2X10 @ ib"oc (2)1-3/4X14 ML 14"TJ1230 w/1"STEEL F1 @16"OC 1 1 5=6� (3)1-3/4X7-1/4 rT� ML GIRDER 11 (BOX IN) 1 1 1 ,ING ROOM FY, ENTRY 12X12 FG l O 88 I E i I I COLUMN 00 1 12X12 FG COLUMN Z Generated by cher -Mfeb Software5/4 Cli c� Cer � is to DE KIN - - (3)2X8 ACQ I Y� — F--d (3)2X8 ACQ Q^ •� VERIFY EXISTING CONDITIONS AND REPLACE EXISTING LOCUST POSTS �' 12'dia d• INSTALL PER MFGR INSTRUCTIONS w/LALLY COLUMN,2'X2'Xl'FTG b '•�� 12"dia 4 PIER .% ', C PIER - ° REPLACE EXISTING STAIR ° O Project KELLER HOUSE — d TO CORINGA REQUIRED rn _ ;'�►' �. FLOORING AS REQUIRED 4 d• J 2'X2'X]' 4 2'X2'X1' — - Energy Code: 2018 IECC FOOTING 6= 6 FOOTING EXISTING EXISTING .� Location: Southold, New York FOUNDATION FOUNDATION Construction Type: Single-family .. Project Type: Addition Climate Zone: 4 (5572 HDD) w Permit Date: A CROSS SECTION A Cn Permit Number: 1 » SCALE: 1/4" = 1'-0" �D >1 Construction Site: Owner/Agent: Designer/Contractor: O 580 OLD SHIPYARD LANE a SOUTHOLD, NY w Q Q � 00Compliance: 1.7% Better Thain Code Maximum UA: 468 Your UA: 460 Maximum SHG ._..._.._. .._...-__.,_ ._...._ ._._..-. _ I►��I �Itj �,�=114 r�.,.F-`�-'&.p-k=' �B..I.. .,�•E "�".�..,��'�A� C: 0.40 Your SHGC: 0.30 (3)1-3/4X11-7/8 ML RIDGE � The%Better ar 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. 1-3/011-7/8 2X10 R @16" C POST ML RIDGE Envelope Assemblies k'°°F�RR 12 7 a CD FLAT CEILII14GS: Flat Ceiling or Scissor Truss 1,224 30.0 0.0 0.035 43 2x8 CJ @16"OC .1 CATHEDRAL CEILINGS: Cathedral Ceiling (no attic) 360 30.0 0.0 0.034 12 _ — �, o 1ST. FLOOR WALLS: Wood Frame, 16" o.c. 1,405 19.0 0.0 0.060 61ch STANDARD DOORS: Solid Door (under 50% glazing) 39 0.280 11 o 0 0 0 ANDERSEN DOORS: Glass Door (over 50% glazing) 64 0.300 19 SHGC: 0.26 0 WALK-IN CLOSET LOFT ^ ANDERSEN FOLDING DOOR: Glass Door (over 50% glazing) 102 0.360 37 00 is U , SHGC: 0.26 3'n CABLE RAIL MASTER BEDROOM N v v CASE,EMT WINDOWS: Wood Frame 140 0.270 38 SHGC: 0.34 5/4"DECKING OVER (3)1-3/14XI4 (2)1-3/014 ML PL' DBL HUNG WINDOWS: Wood Frame 32 0.300 10 —2X ACQ SLEEPERS w/3/4 STEEL 3/4"SUBFLOOR SHGC: 0.31 9999Q99 I I I FT I I I I I _1_1 I FFI I I SIDE LIGHTS: Wood Frame 13 0.310 4 - — SHGC: 0.22 GUTTER(CONNECT TO 4"SHT OVER.INSTALL 14"TJ1230WOOD-I FJ 1 a/a°SHTG OVER.INSTALL (3)1-3/4X14 @ 6"OC (4)1-3/4X14 ML 14"T11230 WOOD-1 F1 @16"OC � W DOWNSPOUT,DRYWELL) EPDM w/FLASHING OVER ML "' Q' 2ND FLOOR WALLS: Wood Frame, 16" o.c. 1,452 19.0 0.0 0.060 69 U ANDERSEN DOORS: Glass Door (over 50% glazing) 122 0.300 37 O SHGC: 0.26 U) CASEMENT/AWNING WINDOWS: Wood Frame 183 0.270 49 0 SHGC: 0.34 0, KITCHEN E IN 1NG RC 01A BATH BEDROOM No. 1 N CONDITIONED SPACE FLOOR: All-Wood Joist/Truss 1,566 21.0 0.0 0.044 69 _ OVER FROIVT PORCH FLOOR: All-Wood Joist/'T'russ 18 30.0 0.0 0.033 1 3/4"SUBFLOOR U) DBL 2X8 FJ 16"OC x VERFY TOP OF FOUNDATION d' (30 1-3/4X7-1/4 EXISTING FLOOR SYSTEM F (SHED FLOOR TO MATCH EXIST. . 2X6 ACQ SILL PLATE ML GIRDER *L TERMITE SHIELD 4 p Project Title: KELLER HOUSE Report date: 11/18/20 - 8"PC WALL b, SILL SEAL ; ,; A .J'• '' - _ Data filename: Page 1 of 2 DAMPPROOF LALLY(�OP)UMN ♦ w° yp""IgiyC ., i'v� 2"CONC.SLAB ;; ►. ` S.�j O r�.d� e. �• j � ,�i�,�'i�X11` ��•e ic./• «�`�''',. 3 16"X FTG 2'X2'Xl' �•i �4. ' Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other (2)#5 REBAR FOOTING 1;_ 18 IECC requirements in calculation., submitted with the permit application. The proposed building has been designed to meet the 20 C q ; EXISTING EXISTING ,, I I REScheck Version : REScheck-Web and to comply with the mandatory requirements listed In the REScheck Inspection Checklist. FOUNDATION FOUNDATION DRAWN: MH/Ms r SCALE: JOB#: 10/21/2021 Name - Title Signature Date e CROSS SECTIONS SHEET NUMBER: 1 �l SCALE: 1/4" = 1'-0" A- 1 0 REVISIONS: 1-3/4X11-7/8 1-3/4X11-7/8 ML RIDGE ML RIDGE 12 „pL �6 6 ��@ 2�,OpF2z 10 R @ „ 2X8 C1 @16"OC 2X8 CJ @16"OC 2„ BATH BEDROOM No. 3 OO O O O 2" O O O O 2" • • • m • „ z -1 WALK-IN 00 O O 0 m m mm • CABLE AI• CLOSET FASTENER TYPE: SPACING: Li No.8 WOOD-SCREW 12 BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH - _ — (3)l-3/4X14 ML (4)1-3/4X14 ML ® p ® ® m m ® ® 3/4"SUBFLOOR 8 No.10 WOOD-SCREWS O Q BASED ANCHOR WITH 16"OC -X6 - 2in.EMBEDMENT LENGTH - - — C 14"TJ1230 WOOD-1 FJ @16"OC 1/4in.dia.LAGSCREW (2)2X10 BASED ANCHOR WITH 16"oc 5/4 DECKING OVER 3 2X10 21n.EMBEDMENT LENGTH ( ) m m •o • m 2X ACQ SLEEPERS,16"OC p O O 3/4"APA PLYWOOD EPDM,FLASHED � ) BRACKET 1 SHEATHING 3/4"T&G EXT.SHTG. 1/2"APA RATED SHEATHING 2X1O,TAPERED,16"OC GRADE PLYWOOD (ALTERNATMVE:7/16"O.S.B.) ® • ®® O p O 1/2"APA RATED SHEATHING ' 12 GRADE PLYWOOD O (ALTERNATIVIVE:7/16"O.S.B.) Lul r O r- • m •m • • 0 FASTENER TYPE: SPACING: 2X4 DF#2 No.8 WOOD-SCREW STUDS BASED ANCHOR WITH 10"Oc _ _ _ 4"SUBFLOO WINDOW SILL tin.EMBEDMENT LENGTH ® ® ®® ® ® DBL 2X8 FJ @16"OC TYPICAL WINDOW OPENING No.10 WOOD-SCREWS • • • • • • , • -V BASED ANCHOR WITH 12"OC • • a. 4"CONC.SLAB PANEL SPAN EQUAL OR SMALLER 2in.EMBEDMENT LENGTH `.L SCREENED PORCH .' 2X6 ACQ SILL PLATE ,' 10/10 6X6 WMM THAN 4 FEET 1/4in.dia.LAGSCREW p ��i TERMITE SHIELD BASED ANCHOR WITH 16"OC 0 _ •1 ° b SILL SEAL 2in.EMBEDMENT LENGTH • • • • tt7wPC WALL O .� •� p'� 8" TYPICAL DOOR OPENING FASTENER TYPE: SPACING: M _ 2"CONC.SLAB PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES — — . 2-2X4 DF#2 STUDS CONNECTED •' •'••4 e AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL No.8 WOOD-SCREW _ _ _ _ _ L THAN 6 FEET OR GAL ND NU BOLTS W/WASHERS BASED 2in.EMBEDMENT LENGTH 8"OC ~� AND NUTS�2'-0"D.C. 16"X8"FTG TYPICAL MULTIPLE OPENINGS WOOD-SCREWS (2)#5 REBAR Q 'TM BASED ANCHOR WITH 9"OC 21n.EMBEDMENT LENGTH PANEL SPAN GREATER THAN 6 FEET AND EQUAL F SMALLER 2in. dia. MEET IEW CROSS SECTION C Q BASED ANCHOR WITH 16"OC THAN 8 FEET tin.EMBEDMENT LENGTH WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL > 12 SCALE: 1/4" = 1'-0" AS PER SEC. R301.2.1.2 NYS CODE: PROTECTION OF OPENING WINDBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS.PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609,1.4, 1609.6,5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS.SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. Q BLUE STONE CAP (3)1-3/4X11-7/8 - ML RIDGE Q Q c) 1-3/4X11-7/8 ML RIDGE 1-3/4X11-7/8 ML RIDGE CULTURED STONE `i ✓ s ✓ `� .i _ CHIMNEY oOo cn cn 2X8 @16"OC (, 12 �O .y 11.4 2X10 DF#2 RR @16"OC O� ti+10 - — 2X8 J @16"OC 2X8 CJ @16"OC o C v M m 4 � o iY1 mm ai u X v `y, 0 o MASTER BATH BATH BEDROOM No. 3 p 1/ 00 0o No. 2 w ❑ #Zb a a 00 94 C bnr. V (2)14"ML 3/4"SUB LOOR — __ 3/4"SUBFLOOR rn U 00 00 14"TA230 WOOD-1 FJ @16"OC W 14"TJ1230 FJ @16"OC / DBL 2X10 ACQ D1 @16"OC 1 i BATH No. 1 L BATH LIVIN3 ROOM U O Few< N Q 3 4"SUBF OR 2xs @16°oc EXISTING EXISTING dr""'—°'1 - — DBL 2X8 DF#2 FJ @16"OC DBL 2X8 FJ @16"OC I I I I b•.� 2X6 ACQ SILL PLATE b,i ; % 2X6 AC SILL PLATE • p 8PC WALLTERMITE SHIELD 8"PC WALL b TERMITE SHIELD bgpC WALL ' V DAMPPROOF SILL SEAL ' O `;�F REPLACE ,� I I REPLACE EXISTING I I SILL SEAL .ti o DAMPPROOF r= ) EXISTING BASEMENT ' 2"CO C.SLAB M M 2"CONC.SLAB c= z ►. I I LOCUST POST w/ • A i .v ,,° LALLY COLUMN n 2'X2'XI'FOOTING — - 16X8 TTG I I I I 16"X8"FTG .. ,=, c '16"X8"FTC, (2)#4 REBAR ( )#4 REBAR 6. I I I I b•�� (2)#5 REBAR t 'N„t„ . ' •, ' EXISTING I I I I EXISTING .; #~,(•+� ►__________________ ALO_ ----------_ '• FOUNDATION FOUNDATION '• .�q r /• ��/t! ("k"/ � Ct E CROSS SECTION E i2 1 SCALE: 1/4" = 1'-0" `,�+( i;., ��°•�' DRAWN: MH/MS o CROSS SECTION D <. �f SCALE: 1 12 SCALE: 1/4" = 1'-0" � .vfr rad JOB#: �'� 10/21/2021 SHEET NUMBER: A- 1 1 tr 7,r- "T" rlT ' r T7 Tr3 REVISIONS: WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS \ ENDWALL RAFTER CRIPPLE STUD WALL STUD T p • BOTTOM PLATE o HEADER RIDGE LEDGER BATHTUB ° • DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLIC ATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADS5 ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP JOIST DIRECTION WITH 2 JOISTS. UNDER WALL. 2ND. ADS5 ALL OPENINGS LSTA12 1-1/4"x12" 20ga. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20ga. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18 SLOPE HANGER APPLY TO EACH RAFTER LEDGER ( ) ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH ga. / FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING 024"OC Z WALL STUD 111111101 F--•I THROUGH-ROOF EXHAUST ��11 VENTS SELECTED AND tel, LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY AS REQUIRED RAFTER RAFTERS MAINTAIN SILL PLATE(S) WALL SHEATHING VENTILATION WOOD JOIST O� „ TJ SIDEWALL FLASHING FOUNDATION TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING STAPPING TO BE ATTACHED TO WALL STUDS ©48"OC BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA F--•i FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER H INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT H 4" - 8" LSTA24 1-1/4"x24" 20ga. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH CONTIN. SOFFIT / EXT. PLYWOOD ^ ON ALL OPENINGS PROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. H FLASHING TO FORM CHANNEL INSTALL 4'0" O.C. AND SO AS TO MAINTAIN AIR LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE 8" - 14" LSTA30 1-1/4"x30" 18ga. STRAP AND JACK STUDS GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. CONNECT TO ROOF VENTILATION / OVER BEARING WALLS AND HEADERS 14" - 16" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS 8" - 12" RAFTER RT20 21-1/8" x 20go. TYDOWN ANCHOR EACH RAFTER SOFFITED EAVE DETAIL ON ALL OPENINGS ,'� KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ' ROOFING LAPS BASE 111111110 ' FLASHING 4 INCHES ' RAFTER BASE FLASHING WRAPS CORNERS, / \ RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING W SIDES 4 INCHES AND LAPS NAILED TO SHEATHING Qz SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST Q F TOP PLATE GIRDER/HEADER 0F-LrT�I � O SIDE WALL FLASHING WOOD JOIST F� l+�l Q x 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS 048"OC F-1 AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUD FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION AND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS O O AS TO FORM DRAINAGE CHANNELS AND 0 INSTALL 4'0" O.C. PREVENT CAPILLARY ACTION W) 4" - 8" LSTA36 1-1/4"x36" 18ga. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICATION PRE-MANUFACTURED RIDGE VENT FOLDS KEEP SHEATHING MIN. 1-1 2 ON ALL OPENINGS / ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH CONNECT EACH FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS 8" - 16" MSTA48 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD DBL. SILL PLATE O I TERMITE SHIELD ► —' SUB FLOOR o SILL GASKET ' ✓ i WOOD JOISTS N M ' o '~ v TYP. CONC. FOUNDATION ( A60MIL. POLY NC. SLAB GASKETNE `. ' 2x6 /2x8 CONTINUOUS WOOD PLATE x DAMPPROOF EXTERIOR GRANULAR FILL • 6MIL POLY ON EXTERIOR �' v3 m � ( BOLTED TO STEEL BEAM WITH ° UP o 1/2 " DIA. BOLTS 0 48" o.c. STAG. O a v STEEL COLUMN I a x O A ROOF JACK ♦ ` 'L3 w D u ` CONC. SLAB `. ' 'O - �Ia ° \� �.` " STEEL BEAM o au U a ° A p \. �� ANCHOR BOLT EMBEDMENT: �� I bn 'T U r POURED CONCRETE:RETE: 7" `� 4" x 1 4" x 8° STEEL ° COMPACT FILL o I TOP AND BOTTOM PLATE 'D BLOCK WALL: 15" `� n .� p � ROOFING LAPS � � KEYWAY FOOTING D v A ° 4 ° 7 FLASHING AT ' / n v ° CONC. FTG. ► p Q p D' SIDES AND TOP �. WITH 1 2" x 6" ANCHOR BOLT U c r \ USE WITH 3x3 SQUARE WASHERS `� 1/2" GROUT � - U) o e a o o• 4 ANCHOR BOLT CONNECTION (USP LBPS58 OR BP583) .` N 1 au p REINFORCING BAR ^ I I 3" STEEL COLUMN 4 W DRAIN TILE p ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA. ANCHOR BOLT I I I p., SUPPORTI14G MAXIMUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC SILL PLATE TO FOUNDATIONTYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION 2 STORIES 36" OC STEEL / BOTTOM BEARING W WHERE NEEDED FOR STRUCTURAL BRACING. F., WALL BOTTOM PLATE TO FOUNDATIONd SLAB-ON-GRADE 1-2 STORIES 57" OC ROOF JACKS & VENTS DETAIL U O m �— SUB FLOOR CONC. SLAB DOOR FRAME 6X6 10/10 WWM o� COMPACT FILL GARAGE I JOIST N i DOOR G USE 2X8 — STEEL BEAM "•� I I FOR BLOC KOUT E (a w E Q 4" SLAB � _ amu V W/ 6X6 WMM I SLOPE P� ' P.T. PLATE � r� 1/2" AIRS ACE 4"DRIVEWAY —® NOTCH JOIST AND ADJUST HEIGHT NOV 0 5 202, ' < <� ° ° (WITH A NAILING PLATE IF NEEDED) u.) AT END AND .c 7 1 2" e • °e ° a� ° °' , , • TO BE APROX. 1/2" OR HIGHER THAN x ' t,Z: p ES OF WOOD �O �I ° ° STEEL BEAM TO ALLOW FOR SHRINKAGE BUILDING DEPT �y GRADE 0 n ;�--a -�T--=--� BEAMS a e ° TOWN OF SOUTHOLD < a e a �• �' - D ° D D4 p � (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) � 12" 6X6 W.W.M. — —, `► ° D I� II.111_11 ,i,II a ° D ° D ° o . D ,'D D a r — MIN. d ,° e ° A', �', A'� •° R\NOTCH BEAM FOR MUDSIL_ IF REQUIRED -- MAXIMUM ' ° III�IIII r—SUB FLOOR " •� n • REINFORCING BAR NOTCH EQUALS 1/4 DEPTH OF BEAM '1=) D D' ° D° . D REINFORCING BAR -III ° ° D 11=I I OIST DRAIN TILE I�1 (�� 12" o° o° SHEET METAL 30 FELT UNDER BEAM AT POINT �I I ' a ��-A f° �° ° / # Z [p STEEL BEAM e• OF CONTACT WITH CONCRETE OR CONC. BLOCK c ° 4 3" PLATE (BOLTED TO BEAM) ., .•, TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° ° SHIMS TO LEVEL BEAM ,,,s•�"' " �. # 2) i * • REINFORCE FOOTING WITH ( 4 REINFORCING BARS. DRAWN: MH/MS ,^- "� � ' 3" MINIMUM BEARING SURFACE FOR WOOD BEAM GARAGE DOOR BLOC KOUT rµ �:ti! 'k° , �� f �*, � .,.•�" SCALE: t t? ✓ „ �` AAs JOB#: 66 BEAM POCKET 10/7/2021 SHEET NUMBER: rIt3 �� A- 1 2 ; � , 1f,� REVISIONS: CODE: 2020 IRC, 2020 NYS UNIFORM CLIMATIC&GEOGRAPHIC DESIGN CRITERIA FIRE PREVENTION AND BUILDING CODE CONSTRUCTION GROUNDWIND SEISMIC FROST WINTERICESHIELD FLOODSNOW SPEED DESIGN WEATHERINLINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARD SLOAD (MPH) CATEGORY DEPTH TEMP. REQVIR D\XlIND LOAD PATH CONNECTION AND DETAIL DRAWINGS MODERATE SLIGHT TO 11 - USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 20 PSF 130 B SEVERE 3 FT. TO HEAVY MODERATE � NONE SOIL COMPACTION: J2<,f4"MAX. 1). CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# KING STUDS CAPACITY. 2). NEW FILL TO BE CLEAN OF ORGANIC MATERIAL. CONTRACTOR TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. REMOVE AND ADD ADDITIONAL FILL AS NEEDED. 4 DIA.MAXIMUM 3). COMPACTION OF NEW FILL SHALL BE AT LEAST 95% PROCTOR DENSITY (PER ASTM D 698 RAFTER CRIPPLE STUD AND ASTM D 1557). COMPACT THE SOIL AT 12" LIFTS (TYPICAL). CONTRACTOR TO HAVE FILL TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. LEDGER RIDGE HEADER DECK AND COVERED PORCH NOTES: 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. Z All fasteners, hangers and anchors to be galvinized or stainless steel. RAFTER JACK STUDS :0 2). Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts `n Girders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER-TO-LEDGER CONNECTION 3). Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete LEDGER TO BE CONNECTED TO BLDG. USING 1/2" DIA. BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION footing. Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBER DESCRIPTION I APPLICATION be 3 ft. below grade. STAIR RAILINGLOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD 4). Deck joists to have blocking at 8'0 o.c.. ROOF LSTA24 1-1/4"x24"20ga. STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga. SLOPE HANGER APPLY TO EACH RAFTER/LEDGER ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD ~ 5). Flashing shall be installed between the building and ledger. Lapping up the sheathing 1-1/2"SPACE and over the ledger. Ledger to be fastened to building with 1/2"dia. bolts with washers MINIMUM and nuts at 16"o.c. 6). Concrete piers shall be a minimum 6"above grade. HANDRAILS RAFTER 7).All joists to be supported with hangers and anchors. Each Joist shall also be anchored to girder(s). RAFTER 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. 9). Use simpson hangers and anchors with Z-MAX tripple protective coating or equal POST for any contact with ACQ. �j- TOP PLATE TOP PLATE O BALUSTERS E WALL STUD RIM/DECK JOIST HANDRAIL NOTES: ~^ o H OPEN BALUSTER ATTACHED TO WALL WALL STUD o All required handrails shall be of one of the following types 1:zor provided equivalent graspability. HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION 1).Type 1. Handrails with circular cross section shall have an RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION outside diameter of at least 1-1/4 inches and not greater ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION RAFTER/PLAT RT15 TYDOWN ANCHOR CONNECT EACH than 2 inches. If the handrail is not circular it shall have a CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION perimeter dimension of at least 4 inches and not greater SHALL CROSS SECTIONAL BE LESSDIMENSION, 1-1/4"NOR MORE THAN 2" IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR EACH RAFTER CONNECT OVER USE MIN. (2) 1/ than 6-1/4 inches with a maximum cross section of ENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR 2"DIA. GALV. BOLTS WITH WASHERS AND NUTS dimension of 2-1/4 inches. PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12" RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO PLATES TO EACH STUD EACH RAFTER 2).Type II. Handrails with a perimeter greater than 6-1/4 inches shall provide graspable finger recess area on both sides of the profile.The finger recess shall begin with a distance of 3/4 inch measured vertically from the tallest 4"MAX. portion of the profile and achieve a depth of at least 5/16 W inch within 7/8 inch below the widest portion of the 4" DIA. MAXIMUM GIRDER/HEADER profile.The required depth shall continue for at least 3/8 Q C) inch to a level that is not less than 1-3/4 inches below the a �, tallest portion of the profile.The minimum width of the O GIRDER/HEADER handrail above the recess shall be 1-1/4 inches to a ITI Q W 0 maximum of 2-3/4 inches. Edges shall have a minimum JOIST POST/COLUMN o 0° o radius of 0.01 inches. n/ A `O POST/COLUMN NAILING SCHEDULE F-+l M O GIRDER/HEADER ROOF SHEATHING: 00 Cn JOINT DESCRIPTION QTM SPACING NAIL NOTES POST-TO-GIRDER/HEADER CONNECTION AS PER TABLE 3.8 LOCATION USP NUMBER DESCRIPTION APPLICATION STRUCTURAL PANEL 8d WFCM-SBC SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN DECK/PORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN ROOF FRAMING: LOCATION NAIL USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION JOIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOIST HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2" DIA.GALV. BOLTS WITH WASHERS AND NUTS JOINT DESCRIPTION QTY SPACING NOTES RAFTER TO 8'WALL: 3-8d COMMON EACH TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL o y CEILING JOIST8'WALL: 3-8d COMMONEACH N a TOE-NAIL m m v TO TOP PLATE 10'WALL: 4-8d COMMO JOIST rn CEILING JOIST TO AS PER TABLE 3.7 EACH FACE o MM c -2 °J ° ® STU PARALLEL RAFTER WFCM-SBC LAP NAIL °` " ° BEARING PLATE 0 ,— o GIRDER CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE w OVER PARTITION WFCM-SBC LAP NAIL o • • COLLAR TIE AS PER TABLE 3.4 EACH FACE o Ln • TO RAFTER WFCM-SBC END NAIL U ° WOOD JOIST BLOCKING EACH TOE m TO RAFTER 2 - 8d COMMON END NAIL 5 x LEDGER I I •. ,' RIM BOARD 2-16d COMMON EACH END U v in o GIRDER/HEADER I1 CONCRETE PIER "" , TO RAFTER END NAIL N v WOOD JOIST •,>� •� w WOOD JOIST WALL FRAMING: e" JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x TOP PLATE TO I (MINIMUM) TOP PLATE 2 -16d COMMO PER FOOT FACE NAIL (A CEILING JOIST TO BLDG. CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION TOP PLATES AT JOINTS FACE LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAM 4 16d COMMO IF ABLE, SET FIR JOISTS APROX. 1/4" HIGHER THAN LVL HEADERS I LOCATION USP NUMBER DESCRIPTION APPLICATION INTERSECTIONS EA. SIDE WAIL TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIEF STUD TO 24" FACE V REQUIRED I 1 STUD 2 -16d COMMO O.C. (NAIL (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE FOR STU HEADER TO 16d COMMON 16"O.C. FACE � FLASHING TUCKED UNDER HEADER ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMO PER 2x4 STUD ENDts TOP PIECE OF SIDING AND PLATE TO STUD 3 -16d COMMOt I PER 2x6 STUD NAIL h• N LAPPED OVER FIRST CONTIN. BOTTOM PLATE TO: PIECE OF SIDING BELOW THREADED ROD FLOOR JOIST, BAND JOIST, 2-16d COMMO PER FACE 'P i�'^'""✓ END JOIST OR BLOCKING FOOT LS C F ( nt7 1/2" DIA. LAG BOLTS W/WASHERS CNW COUPLERNUT Nov L� !J u u CONNECTED TO BLDG. @16"OC POST 0 5 2021 STRINGER MINIMUM DECK FRAMING: x @ie^oc NAIL NAIL 1:4 END DISTANCE r (z)THRu- JOINT DESCRIPTION NOTES BUILDING DEFT _ BOLTS QTY. SPACING TOWN OF S OUTFiOL[1 PB44 POSTa ' p 4-8d COMMON JOIST TO: PER TOE ANCHOR "dia. • SILL,TOP PLATE OR GIRDER JOIST NAIL PIER 16"TREAD o ...• MINIM M BRIDGING EACH TOE FLOOR FRAMING o e c, ' o c END ANICE v ° 2x JOISTS ° 4 ,o ,`• " ^ > TO JOIST END NAIL 12"x12"x12" '" 2 -8d COMMON GRADE CONC.SLAB ,y ., •o ••g•,• CONCRETE FOOTING °. (AS REQ.) "Q ° ••�• A V n BLOCKING FOR JOIST HANGER BLOCKING 2 - 8d COMMON EACH TOE Y� 'A „ „ TO JOIST END NAIL •' B"dia. e •�'� DECK PIER ^ LAC;BOLTS VCONC. d° PER PLAN BLOCKING TO: EACH TOE .-..� •'. a 3'-0 a> PIER °` 3 -16d COMMO HOLLOW COLUMN UPLIFT SILL OR TOP PLATE BLOCK NAIL RIM JOIST/BD. ° SIMPSON STRONG TIE MODEL STRRI/2 +",E�i F "*� <� `• DRAWN: MH/MS 4, °. 9° •"° q DECK POST FTG. CONNECTION LEDGER STRIP 3 -16d COMMONEACH FACE %� ��•�"""� SCALE: INSTALL AS PER MANUFACTURES RECOMENDATIONS TO BEAM JOIST NAIL JOIST ON LEDGER 3 -8d COMMO PER TOE .Ar �, JOB#: •` "ro° LOCATION USP NUMBER DESCRIPTION APPLICATION b '. '3 '4� 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING TO BEAM JOIST NAIL -, < ,c� '� � 10/7/2021 DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHORI APPLY TO EACH FOOTING BAND JOIST PER END ' R '� d i SHEET NUMBER: TO JOIST 3 16d COMMO JOIST NAIL BAND JOIST TO- PER :� SILL OR TOP PLATE 4.11 2-16d COMMO FOOT TOE NAIL •+� 3 ' -� �yA- 13 F.._ REVISIONS: WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: GENERAL NOTES 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTYSPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOE-NAIL TOP PLATE 10'WALL: 4-8d COMMON RAFTER TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH TOE-NAIL (UNIFORM CODE) 2020 IRC, 2020 NYS UNIFORM FIRE PREVENTION AND BUILDING CODE for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOIST AS PER FLOOR PLANS, CROSS SECTION, DETAILS, AND GENERAL NOTES g y p g g p p FRAMING ELEMENTS State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN LIVE LOAD(PSF) R301.5 DESIGN DEAD LOAD(PSF)R301.2.2.2 ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS R301.7 construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL UNINHABITABLE ATTICS NO STORAGE 10 EXTERIOR(LIGHT sound and a weatherproof completed product. shall be connected with uplift connections in accordance with table 3.3c. CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE UNINHABITABLE ATTICS (STORAGE) ) 20 EXTERIOR(LIGHT FRAME) STEEL WALLS WOOD 14 15 RAFTERS GREATER THAN 3:12 PITCH U180 ( ) NO FINISHED CEILING 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: OVER PARTITION WFCM - SBC LAP NAIL HABITABLE ATTICS AND ATTICS WITH FIXED STAIRS 30 INTERIOR(LIGHT FRAME)WOOD WALLS 10 INTERIOR WALLS AND PARTITIONS H/180 meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE INTERIOR(LIGHT FRAME) STEEL WALLS 5 FLOORS L/360 SBC END NAIL EXTERIOR BALCONIES AND DECKS 40 CEILINGS PLASTER,STUCCO These codes .are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - MASONRY WALLS (8"THICK) 80 ( ) V360 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING EACH TOE FIRE ESCAPES 40 CONCRETE WALLS (6"THICK) 85 CEILINGS (GYPSUM) U240 accordance with table 3.3. TO RAFTER 2 - 8d COMMON END NAIL GUARDS AND HANDRAILS 200 SIP WALLS t0 ALL OTHER STRUCTURAL MEMBERS L/240 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END GUARD IN-FILL COMPONENTS 50 VEHICLE GARAGES (R301.5) PER 20 SQ. IN. 20001bs EXTERIOR WALLS (PLASTER, STUCCO) H/360 (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMON END NAIL PASSANGER VEHICLES 50 EXTERIOR WALLS (BRITTLE FINISHES) H/240 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift NON-SLEEPING ROOMS 40 EXTERIOR WALLS (FLEXIBLE FINISHES) H/120 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: SLEEPING ROOMS 30 LINTELS (SUPPORTING MASONY WALLS) U600 Z responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL STAIRS 40 Q construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the JOINT DESCRIPTION Q-nr SPACING NOTES ROOF GROUND SNOW LOAD 20 ►-i precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt DESIGNED FOR EXPOSURE C specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY ( ) P p p p g pTOP PLATE 2 - 16d COMMON FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE w INTERSECTIONS 4 - 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE � 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE a or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior 2 - 16d COMMON EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE NAIL O.C. : attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD FIRE PROTECTION Sym. SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 NYS. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE & CO2 DETECTORS ® CARBON MONIXIDE ALARMS TO COMPLY WITH R315 NYS. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL V1 in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMONPER 2x4 STUD END TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMONPER 2x6 STUD NAIL ENERGY CALCULATIONS 2020 ENERGY CONSERVATION CONSTRUCTION CODE NYS 19 NYCRR PART 124 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST, BAND JOIST 2 - 16d COMMON PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA �--+ length adjustment factors in table 3.16. FOOT SEE NOTE: 1,2 1). The General Contractor and Mason to review plans, elevations, details and notes to END JOIST OR BLOCKING GROUND WIND SEISMIC FROST WINTER ICESHIELD Q FLOOD determine intended heights of finished floor(s) above typical grade. SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: HAZARDS Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAIL NAIL LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Q+ 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. SILL, QTY. SPACING 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 17 NONE - 3). Provide 1/;2" expansion joint material between concrete slabs and abutting JOIST TO: PER TOE TO HEAVY MODERATE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE 4). Any new concrete walls being attached to existing concrete structure shall 2 - 8d COMMON with table 3.5. Window sill plates shall be have steel connectors in accordance with table TO JOIST END NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 5 BLOCKING EACH TOE AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 5). Unless otherwise noted, all slabs on rade to be 3000 s.i.. Concrete to be 2 -8d COMMON 4' PERIMETER EDGE ZONE 8d COMMON 6" O. . 8d COMMON 6" O.C. SEE NOTES: 1,3 g P• TO JOIST END NAIL @ @ poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9)• CATHEDRAL CEILING ASSEMBLY: SEE NOTES: 1 B to be minimunn 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE INTERIOR ZONE 8d COMMON 6" O.C. 8d COMMON 12" O.C. ( BOTH FIELDS) p y SILL OR TOP PLATE 3 -16d COMMO BLOCK NAIL @ @ NOTE: 2 FOR PANEL FIELD W W 6" maximum lifts (layers). anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge � Z along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 18d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 13 '� O 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMONJOIST NAIL Q 8x16 cast iron foundation vent for every 150 sq. ft. of area. NOTES O rx DECK AND COVERED PORCH NOTES: JOIST ON LEDGER 3 -Sd COMMON PER TOE 7). Dampproof exterior of foundation with bituminous coating as required by current TO BEAM JOIST NAIL THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. a N.Y.S. Residential Construction Code. A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber. BAND JOIST PER END x Q the below grade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMON JOIST NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, Q x BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. E- 8). Drainage as required by current N.Y.S. Residential Construction Code. 2). Girders for deck joists to be bolted to each post with washers and nuts. 2 - 16d COMMON ►-� C) �D Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 o O 00 Cn FRAMING NOTES into concrete with a minimum 1/2" dia x 7" long anchor bolt with washers and nuts. ROOF SHEATHING: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACING 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G,0.49. For below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. 2). Unless otherwise noted, all framing and structural wood material to be #2 + BTR. WFCM - SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS: Douglas Fir. 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIATE 3). Floors, walls, ceilings and rafters to be spaced at 16 inches o.c. unless noted SHEATHING LOCATION AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD NOTES ) g p 5). A minimum of 10 inch flashing shall be installed between the building and ledger. JOINT DESCRIPTION NAIL NAIL o otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts QTY. SPACING SEE NOTES: 1, 3 ( BOTH FIELDS) 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. N v E where needed. GYPSUM 7" O.C. EDGE NOTE: 2 FOR PANEL FIELD m m v g 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. 5d COOLERS c Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all WALLBOARD 10 O.0 . FIELD INTERIOR ZONE 8d COMMON @ 6 O. . 8d COMMON @ 12 O.C. SEE NOTE: 3 x ,�, 6). Concrete piers shall be a minimum 6" above grade. �° it o m openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: NOTES D Cn o openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall �; X C0 CZ CZ 7). All joists to be supported with hangers and anchors. Each Joist shall also be anchored openings between 4'1 and 60 and 2x6 wall openings between 511 and 8'9. Provide fire NAIL NAIL to girder(s). JOINT DESCRIPTION THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. "� � .� � and blocking where applicable. QTY. SPACING � � o m 4 � 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL gd COMMO AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall rrn 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 3" O.C. EDGE n be used. u I~ v o 6d COMMON 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6„ O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with N v Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM 7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. w WALLBOARD Sd COOLERS 10" O.C . IELD on plans. 3 . For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4 thick microlams ( height to match floor joists) around stairwell and/ r 2). Verify septic system with the Engineer for Suffolk County Health Department approval. ) P g, g " FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). If wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL Un provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. W 8). Dormers running up roof rafters are to be supported by double rafters on either side p q g p p Y QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. state code and manufacture's recommendation for maximum hole size and spacing permitted. 3 � where applicable unless otherwise noted. STRUCTURAL PANELS 6" O.C. EDGE EGRESS OPENINGS MIN.5.0 SQ GRADE FLOOR ).INSTALL 1 -Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. ►•- HVAC SYSTEM NOTES 8d COMNOFT. U 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists 1" OR LESS 12 O.C. FIELD IN. 4" ILL 2ND. FLOOR) MIN.44"SILL-AFF NYS Residential Code R302.11-FIREBLOCKING REQUIRED to under all bearing walls. 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety NOTES: Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. N needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000# CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be f"reblocked at intervals not exceeding 10 Q' 11). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir 1). Nailing requirements are based on wall sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing U Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. x 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed ELECTRICAL NOTES: members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code.' 1). All electrical to be installed as per N.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing is continuous over connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. 1 members,the tabulated number of nails shall be permitted 3). DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. to be reduced tol - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 3). All electrical work to comply with 2014 NEC. . . 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or a roved a ual. Flat roofs shall be a plied with a Fiberglas base sheet with an EPDM 4). Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314c�� m! � hr,4 pP q p and R315 of IRC. ` DRAwN: Mx/Ms torch down type material over. SCALE: 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to EXTERIOR FIBERGLASS COLUMNS TO BE HB&G v JOB#: be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. OR APPROVED EQUAL.INSTALL WITH CAP 10/X2021 AND BASES.USE WITH FLASHING CAPS TO � k �i }. y"'�++, � y�`�3 rl �t SHEET NUMBER: COVER TOP A- 14