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HomeMy WebLinkAbout44033-Z ' S�FF 1 c Town of Southold �o�A ooy 10/9/2021 P.O.Box 1179 o o • Fft 53095 Main Rd y?jpl dao Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42451 Date: 10/9/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 560 Youngs Ave, Southold SCTM#: 473889 Sec/Block/Lot: 64.-1-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/12/2019 pursuant to which Building Permit No. 44033 dated 8/6/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: additions and alterations, including covered porch and entry stoop,to an existing single family dwelling as applied for per ZBA#7198, dated 10/18/2018. The certificate is issued to Skoblicki,John&Gloria of the aforesaid building. - SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0058 3/29/2021 ELECTRICAL CERTIFICATE NO. 44033 1/15/2020 PLUMBERS CERTIFICATION DATED 1/27/2020 S or am mbing&Reating A0ignriz ature =rYx` TOWN OF SOUTHOLD fro i FO(,(cp 4' BUILDING DEPARTMENT 0 TOWN CLERK'S OFFICE aff SOUTHOLD� NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 44033 Date: 8/6/2019 Permission is hereby granted to: Skoblicki, John 150 Rocklyn Ave Lynbrook, NY 11563 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD &ZBA approvals. At premises located at: 560 Youngs Ave, Southold SCTM # 473889 Sec/Block/Lot# 64.-1-3 Pursuant to application dated 7/12/2019 and approved by the Building Inspector. To expire on 2/4/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $889.60 CO -ADDITION TO DWELLING $50.00 Total: $939.60 Building ector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses,or buildings and "pre-existing"land uses: 1. ,Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1`. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. , New Construction: Old or Pre-existing Building: (check one) Location of Property: d U >t 4 p tY� House No Street Hamlet Owner or Owners of Property: L5 en,Q 0 a r1 a— �O SJj Suffolk County Tax Map No 1000, Section Block ( Lot C! G Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval '// Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ J o Applicant Signature Building Department Application D U: tir�rr AUTHORIZATION JUL 1 7 2019 (Where the Applicant is not the Owner) TC e!,Nopsou- J6�a � idin at 1561, �KD�� �1 resg ta LbG 14 n (Print property owner's name) (Mailing Address) Lc-)av–, 15 9 do hereby authorize (Agent) r 7k 1 5—,, to apply on my behalf to the Southold Building Department. I�L 201 (0 e 's Signa e) ( te) (Print Owner's Name) OF SOUK,®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 sean.deviin(cD-town.southold.ny.us C®UNTI,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, John Skoblicki Address: 560 Youngs Ave city Southold st: NY zip: 11971 Building Permit* 44033 Section. 64 Block: 1 Lot. 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No: 578-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 INVENTORY Service 1 ph X Heat Gas Duplec Recpt 46 Ceding Fixtures 24 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 8 Smoke Detectors 5 Main Panel 200A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 16 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Bath Exhaust Fan 3 Pumps Transformer Appliances Dryer Recpt 30A UC Lights11' Time Clocks Disconnect Switches 49 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: Ejector Pump, 200A Main Panel 42 Circuit-27 Used, DW, W/D, Fridge, Hood, Gas Oven Notes. Inspector Signature: Date: January 15, 2020 S Devlin-Cert Electrical Compliance Form As rrd OCT 0 5 2021 BUILDING DEPT. + ���� TOWN OF SOUTHOLD Town Hall Annex Telephone(631)765-1602 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION 4 � Date: I , 0�3 Building Permit No. -- tt Owner: V��✓I �S OG({,' i ! (Please print) Plumber: (Please print) I i 1 certify that the solder used in the water supp system contains less n2/10 of 1% lead. i (Plumbers Signa e -� Sworn to before me this day ofv 20 )0 �+ i I Notary Publi l�ttc�L�County LOgIETT�LAMB Of(d811fIYOrk �; •.,e. .., �'' Notary Public, 11101 U079883 puaNed In Suffolk County Term Expires December 31,20.E 372,s OE SOUTyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMAR S: S► DATE S INSPECTOR qqo'l� �o��OP SOUjyolo TOWN OF SOUTHOLD BUILDING DEPT. �o • �o `yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ -FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY-, = . [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION=. [ 1-=FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION PRE C/O REMARKS: V NVIC Ok All a :W DATE INSPECTOR OF SO(/lh Li (I # TOWN OF SOUTHOLD BUILDING DEPT. ycou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION "ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] CAULKING REMARKS: —. OAZ CQIeDlAlAjyj;� ��AAAT,&T— -te-.F-: DATE 10 S-- INSPECTOR # TOWN OF SOUTHOLD BUILDING DEPT. `yco 765-1602 PEC, I-ON [ ] FOUNDATION 1 ST [ ROUGH PLBG. [ ] OUNDATION 2ND [ ]°-INSULATION/CAULKING [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [- ]' ELECTRICAL (ROUGH) j ] ELECTRICAL (FINAL) [ ] CODE VIOLATION I [ ] PRE C/O REMARKS: oa tAflA(, lrt)r44 1 In �,. DATE INSPECTOR LLtO o�apF Sol/TyO # TOWN OF SOUTHOLD-BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ -] UGH PLBG. ` [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREP-LACE'& CHIMNEY [ °] FIRE SAFETY INSPECTION . [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O RE ARKS: - chvtv%v k,0lc Fla/ w1f Viwaq L DATE D INSPECTOR �O,,,�fsf so y�Io Lf Ll O / 560 Yd,0AtqT Av E-- f # TOWN 'OF SOUTHOLD-BUILDING DEPT. co 765-1802 INSPECTION - [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREP 'LACE& CHIMNEY' [' ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)- [ ELECTRICAL (FINAL) t7b v,t� [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE INSPECTOR �-^- 0 O��pf SOUryo # TOWN OF SOUTHOLD: BUILDING =DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. { ] FOUNDATION 2ND [ ] SULATION/CAULKING 1 [ ] FRAMING/STRAPPING [ FINAL [ -] FIREPLACE &,-CHIMNEY - j ]- FIRE SAFETY INSPECTION [ ] FIRE'RESISTANT CONSTRUCTION - [° ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O R RKS: - - DATE 0 7 INSPECTOR a FIELD INSPECTION REPORT PLTECOMMENTS FOUNDATION(1ST) ------------------------------------- FOUNDATION(2ND) v' O Ott h • � `�y� r ROUGH FRAMING& PLUMBING ,,AAko KSc IA INSULATION PER N.Y. STATE ENERGY CODE r- r U) Q^ FINAL ADDITIONAL COMMENTS ID 0 L z i s — X � _`� S O - 75 C TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 qq6Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C.- „r Trustees 9! D� � C.O.Application D Flood Permit Examined ,20 Single&Separate J U L 12 2019 Truss Identification Form � 'DING DE�I�- Storm-Water Assessment Form Qf Contact: Approved (� � ,20 Disapproved a/c Phone: Io 7ji 7( �J- (� )- Ll Expiration_ 20 DBui � nspector DAPPLICATION FOR BUILRING PERMIT MAY 1 1 2010 Date , 20U5 BVJA,,- r agci, INSTRUCTIONS �-`1 a.WVi #P1§2 a completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on promises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not-be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shal I be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no'zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension of the permit for,an addition six months. Thereafter, a new,permit shall be required. 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,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws, ordinances,building code,housiing,code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) 6 . 2.&1 G 1 (Mailing address of applican State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature-of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: Q n Sa House Number StreeHamlet County Tax Map No. 1000 Section Block 01 Lot —l"bdivision Filed Map No. Lot 4 State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy _U 1)14 sl Acqt-,J b. Intended use and occupancy _ 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) ' 4. Estimated Cost 2 (a, r)K a F ; ee (To be paid on filing this application) 5. If dwelling, number of dwelling units 4 Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature acid extent of each type of use. 7. Dimensions of existing structures, if any: Front +0 ! Rear___2S ` Depth Height 16 ` Number of Stories f C Dimensions of same structure with alterations or additions: Front Rear. 1.6 Depthy° �-� C" Height 1-41-C Number of Stories 1Z - A 8. Dimensions of entire new construction: Front 26` f 5' �"'k r Rear �- k S4Deptli; -'.�' �►°:i , Height Z41 6 . Number of Stories' r 9. Size of lot: Front ` Rear. 56 ` Depth 206 10. Date of Purchase Name of Former Owner _ r 11. Zone or use district in which premises are situated : - AD P 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO_/Will excess fill be removed.from premises? YES NO✓ 14. Names of Owner of premises Address Phone No. Name of Architect A111)h 0 -tel. �, Address ,b. K 1 i 5a u+ hone No - 1 - -Q r-� Name of Contractor Address T, Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO d/ * IF YES, SOUTHOLD TOWN TRUSTEES'&D.E.G. PERMITS MAY REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at-any-point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) : COUNTY OF��S Nn being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, C6NME D.BUNCH Notary Public,State of New York (S)He is the No.01BU61Mo in Suffolk Gen Amu (Contracto ,Age•t, rporate Officer, etc.) Commission Expires April 14,202ao 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 knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of 14k 20 NSP � plj� � A v Notary Public Signature of Xpplicant FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 18, 2018 TO: Anne Surchin (Skoblicki) PO Box 1201 Southold,NY 11971 Please take notice that your application dated May 11, 2018: For permit to construct additions and alterations to existing single-family dwelling_at: Location of property: 560 Youngs Avenue, Southold,NY County Tax Map No. 1000—Section 64 Block 1 Lot 3 Is returned herewith and disapproved on the following grounds: The posed construction, on this nonconforming 10,003 sq. ft. lot in the Residential R- 40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring less than 20,000 square feet in total size require a front yard setback of 35 feet a minimum side yard setback of 10 feet with a combined side yard setback of 25 feet The construction has a front yard setback of 20.7 feet a minimum side yard setback of 5.8 feet with a combined side yard setback of 18.5 feet. MIA Authorized Sig 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. �yLeslie BOARD MEMBERS f SO Southold Town Hall Kanes Weisman,Chairperson ��� UjyO 53095 Main Road•P.O.Box 1179 !� Southold,NY 11971-0959 Patricia Acampora � � Office Location: - Eric Dantes C#47Town Annex/First Floor, Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI,YC�� Southold,NY 11971 FD L �' RECEIVED La � http://southoldtownny.gov ' NING BOARD OF APPEALS �'�pt jj_d g'y5 AM OCT 2 5 2018 TOWN OF SOUTHOLD OCT 2 5 2018 ---— _ seI_�631)_7_6 -1� 809•Fax (31)765-9.064 T. Sou holdoT'Wn Clerk ^� =XINDIXO S DELIBERATIONS AND DETERMINATIO MEETING OF OCTOBER 18,2018 ZBA FILE#7198 NAME OF APPLICANT: John and Gloria Skoblicki PROPERTY LOCATION: 560 Youngs Avenue, Southold,NY SCTM# 1000-64-1-3 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type H category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated June 22, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a non-conforming 10,003 square foot parcel located in an R-40 Zoning District. The parcel measures 50.00 feet fronting Young's Avenue, along the westerly property line, measures 200.00 feet along the southerly property line, measures 50.00 feet along the easterly property line, and 200.00 feet along the northerly property line. The parcel is improved with a one story frame house, a frame garage, a blue stone patio, an asphalt driveway and an outdoor shower. All is shown on a survey by John T Metzger dated April 26, 2018 and last revised May 25,2018. BASIS OF APPLICATION: Request for Variance(s) from Sections 280- 124 and the Building Inspector's May 18, 2018 Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single family dwelling at; 1) located less than the code required minimum front yard setback of 35 feet; 2) located less than the code required minimum side yard setback of 10 feet; 3) located less than the code required minimum combined side yard setback of 25 feet at 560 Youngs Avenue, Southold,NY, SCTM No. 1000- 64-1-3. RELIEF REQUESTED: The applicant requests variances to make additions and alterations, which include a second story addition that will result in a front yard setback of 20.7 feet where code requires 35 feet, a single side yard setback of 5.8 feet where code requires 10 feet and a combined side yard setback of 18.5 feet where code requires 25 feet. The proposed addition of the second story will maintain the 5.8 feet single side yard setback. ADDITIONAL INFORMATION: The applicant's representative presented a survey showing other non- conforming front yard setbacks in the neighborhood, and later submitted a letter describing comparison research Page 2,October 18,2018 47198,Skoblicki SCT -I No. 1000-64-1-3 conducted indicating front yard setback relief granted to surrounding properties. A prior variance was granted to the owners of 125 Youngs Avenue for front yard setback of 19 feet on February 26, 2004, in Appeal No. 5454. The neighbors to the north spoke against the application. Other neighbors and community members spoke in favor of approving the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on October 4, 2018 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law V67-b(3)(b)(I). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family properties. The neighborhood is an older neighborhood that was developed before the zoning code was in effect and consists of pre-existing non-conforming structures. Other homes on Young's Avenue have non-conforming front yard setbacks and most of the homes are two stories in height and have front porches. 2. Town Law X267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant's non-conforming single and combined side yard setbacks pre-existing, non-conforming, and therefore, any proposed additions and alterations will require an area variance for a single and combined side yard setback. The applicant's existing front yard setback is also non- conforming so any addition in the front yard will also require a variance. 3. Town Law §267-b(3)(b)(3). The variances granted herein for the front yard setback is mathematically substantial, representing 41% relief from the code. The variance granted for the single side yard setback is mathematically substantial, representing 42% relief from the code. The variance granted for the combined side yard setback is also mathematically substantial, representing 36% relief from the code. However, although the southerly side yard setback is proposed to be reduced from 17.7 feet to 12.7 feet, it will only do so for a length of 10 feet along the property line in order to add a one story 10 foot x 5 foot mud room entry. And although the proposed covered porch will increase the degree of non-conformity of the front yard setback, the proposed porch will remain open,will not be conditioned space, is only one story in height, and is characteristic of the other homes in the neighborhood. Finally, the applicant's architect has limited the height of the proposed second story addition to reduce the scale to mitigate the impacts on the character of the community and the non- conforming setbacks. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code and install leaders and gutters on the home and the garage. 5. Town Law $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel with a single story single family dwelling after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law §267-b. Grant the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a renovated home with a second story addition while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. lot Page 3,Optober 18,2018 #7198,Skoblicki SCe M No. 1000-64-1-3 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 Dantes, seconded by Member Lehnert, and duly carried,to GRANT the variances as applied for, and shown on the Architectural plans by Anne Surchin,Architect, labeled as 1-5 and dated May 25,2018, and a survey by John T Metzger, L.S., last revised May 25,2018. j SUBJECT TO THE FOLLOWING CONDITIONS: 1) The covered porch shall remain open and not be enclosed as conditioned space. That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued. Any deviation from the survey, site plan andlor architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. 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. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson),Dantes,Acampora, and Lehnert. This Resolution was duly adopted (4-0). (Member Planamento has Recused) X14c Le lie Kanes Weisman Chairperson — Approved for filing�� / /2018 3 0 L 9/"5j1 � Scott A. Russell °SU '� STO]Eb..IA�] WATER, SUPERVISOR AMIAN AGl]EMLENT SOUTHOLD TOWN HALL-P.O.Box 1179 A 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TtIIS PISOJECr INVOLVE ANY OF THE FOLLOWING- Yes No (CHECK ALL THAT APPLY) ❑E A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [103/B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑CC. Site preparation on slopes which exceed 10 feet vertical rise to - 100 feet of horizontal distance. dD. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. E3'**'E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. ,E#�F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date - District �j District l - l,, NAME: .JO N `_ _C�',C�'�7 Section Block Lot 7 (SIL-t-A FOR BUILDING DEPARTMENT USE ONLY"* Contact Information -Z F rphonc Nvm6e1 Reviewed By: — — — — — — — — — — — — — — — — - - — — — — — — Date: - - — — Property Address / Location of Construction Work: — — — S( O yo o"65 AVEa o e Approved for processing Building Permit. Stormwater Management Control Plan Not Required. L✓m w�"r 02Z Stormwater Management Control Plan is Required 1:1 (Forward to Engineering Department for Review.) J.1 il FORM # SMCP-TOS MAY 2014 APPLICANT- S.C.T.M.# 1000 (Property Owner,Design Professional,Agent,Contractor,Other) — bp$UFF(Z,I. CHAPTER Elm 236 P4 �1 6; Stormwater Management Control Plan CHECK LIST NAME• rel.,A^'_ Y4 section Block Lot S M C P -Plan Requirements. Provide ONE copy of the Building Permit Application. P-6�I Date: * The applicant must provide a Complete Explanation and/or Reason for not providing all Information that has been Required by the following Checklist! lynnt depAona Numhor 1. ite Plan drawn to scale Not Less that 60' to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries V0� b. Total Site Acreage. c. Existing -Natural &Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing &Area of Proposed Land Disturbance. f. Existing& Proposed Contours of the Site (Minimum 2 Intervaisl ==FP g. Location of all existing& proposed structures, roads, driveways,sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0 k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. 0 2. Stormwater Management Control Plan must include Calculations showing that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2'. inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion &Sediment Controls. b. Construction Entrance& Site Access. �0 c. Inlet Drainage Structures (e.g catch basins, trench drains,etc.) 0 d. Leaching Structures (e. . Infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE ONLY**** Additional Information is Required. Reviewed& O Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department. FORM * SWCP Check List-TOS MAY 2014 BUILDING DEPARTMENT- Electrical Inspector �O TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 :P Southold, New York 11971-0959 p1� Telephone (631) 765-1802 - FAX (631) 765-9502 al roger.rich ert(a-).town.south old.nV.us APPLICATION FOR ELECTRICAL INSPECTION EQITESTED'BY:.".. . _. ._. ....._ ._...._.._..__..._..._._.....__.._....:;._............... . Dafie. 028 Company Name: CS g S i'5_tECr/2,t c- Name: P�c�n_ C OA fLrs...c�F- L,LZ License No.: email: G S/ c// Address: Qo a o,L /s &o v-rL a C_, //9 7/ Phone No.: S'16" 9,11S s'G /(a. -JOB SITE INFORMATION: (All Information Required) Name: /41✓Ng�_- S 1LO E / J Address: 5, > L/,�>J ti Gs A V I✓ PC) Q o-pt- /a sov r oams Cross Street: 2T 1 Phone No.: 6 3 / 7 f,5 6 3 6 y Bldg.Permit#: q4 Cy 3 '---% email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final ' Do you need a Temp Certificate?: Y S NO Issued On Temp Information: (All information required). Service Size DPh 3 Ph Size: (9 00 A #Meters Old Meter# New Service-Fire Reconnect-Flood Reconnect Service Reconnecte Underground Ctverhead Undergroupd.Lq erals.; 'L,_R2 H Frame Pole Work done on Service? Y N ddltib.L Wtn'fOrf�l�tl0ft:, SH P P 6 ` PAYMENT DUE WITH APPLICATION UUT,m INV mw—,z Request for Inspection FocmAs I °� l� y - ��guFF��-co Town Hall Annex ��,• �y Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O. Box 1179 C t r Southold, NY 11971-0959 a Q • BUILDING-DEPARTIVaENT NMICE OF-UTILIZATION OF.TRU_SSTYPE`CONSTRtJCTION, PRE^EN_GIN•EERE , • .; WOOD CONSTRUCTION`ANDIORTIMBER CONSTRUCTION':_? Date:. • s .• r .51 ` y Ir•. { Own e'r._ ;r ___ XJ' J;7,.F •• 31:. ey t.:t '-�f n4 rS�..��k.� . • �`,.� � L'oc'ation of Property: -e�;d'•�!•,�: r \- ;ti`~_ r :,-_.._-.+ i Joys"~ ad•\ ti• - Pie'as"e��fake notice that the-(cFieck:a licab�le line . s' New commercial or.�Te's�ideiatial structure: ; T11" Addition to--,exis�ting commercial or residential structure x Mv. x, �;:��S-,Rehabil'itatibnito an existin�g:commercial or residbhtial structure->` ,� c ¢,J t- -q tA•,1,- to be const hcted,or performed at the subject property reference above wlllrutMize (check applicab.,e'giie): y `C, tiler \t,a Truss typzonstruction (TT) A.; Pre-engine_ered'w,o^f�od.construction (PW") Timber constructior`i(;T'C) t,d: \Txl in the following location(s) (check aV licabl'e`I ne)."°' Floor framing, including girders and beams (F) - Roof framing (R) Floor and roof framing (F_R),, Signature:] y - - - Name (person submitting this form): Capacity(check applicable fine): ` N Owner +Owner representative 7 -- a TrussReg15.docx Effective-1/112015 „ 560 I SURVEY OF PROPERTY N A T SO UTHOLD l TOWN OF SOUTHOLD SUFFOLK COUNTY N. Y. DISAPPROVAL 1000-64-01-03 SCALE.- 1'-30' FEBRUARY 21, 2018 (SURVEY) I APRIL 26, 2018 (PROPOSED ADD1710N) MAID ROAI FE.CDR. of YOUNG CMF w BLDG. FE.COR. r0.5'IV O D\ cn o� z MF 5.8�1 CELr �s LUEV GRA N10*20'20"W "BORDER 2.70' �— PORCH `80POSED• 6.0 6.0 PAnO Z' !^ �, OUT. SHOWER 0 156.* sF ;,�P ON _ 2VERA GE m v `�� DECK SED GARAGE CMF / to {4.0 86f SF. w p.00s N10'42'20c W, CpNC W�, 9.0' to. ' 2 SrY. CONC. � 20 4.3' ' AND DECK 1133 SQ.FT. _ 37.30 � Zo. � PROPOSED E 317 SQ.FT. N, wv _ ADDm IE SHOWER 46 SQ.FT B ASPHAL pRlyEWA Y I STY 149-6SQ.FT. CB \ S79'24�00»W PROPOSED N/ 10003 = 159 O o CMF MOM NA -Se IG 1496 SQ.FT. UT UY 155 SQ.FT. POLE WIRE ' ADD177ON 50 SQ.FT. 86 SQ.FT. 1757 SQ.FT. 10003 = 17.69 O i Y = MONUMENT .7ERA77ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON �'`t'4,e OFNEIV I' '770N 7209OF THE NEW YORK STATE EDUCA77ON LAW. i T,MST AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA77ONS `yC J ARE VALID FOR THIS MAP AND COPIES 774EREOF ONLY IF P AP OR COPIES BEAR 77-IE IMPRESSED SEAL OF 7HE SURVEYOR SIGNATURE APPEARS HEREON. miliar with the STANDARDS FOR APPROVAL NS7RUC770N OF SUBSURFACE SEWAGE $ LIC. NO. 49618 IL SYS7FMS FOR SINGLE FAMILY RESIDENCES MORS, P.C. abide by the conditions set forth therein and on the (6 5020 FAX (631) 765-1797 to construct. + P.O. BOX 909 7tion of wells and cesspools shown hereon are A M W A nn? rn Lim eozrn =A IRic-I co SURVEY OF PROPERTY ----AT-, SOUTHOLD TOWN OF SOUTHOLD { SUFFOLK :COUNTY, MY 1000-64-01-03 SCALE.'-1'=30' FEBRUARY 21, 2018 (SURVEY) APRIL 26, 2018 (PROPOSED ADDI710N) May 2I, 20/8 (LOT COVERAGE) IN ROA , May 25, 201 (add lions) N OL YOUNG CMF O 1 200.00' C �-y W gLDG. FE.COR N •24.'00"E a;� os�v o ;\ C;I �9 : o . t!1m w• z� CMF 5-8'. CE N10020'20"W a+E ---�'eORDER PROPOSS9 2ND STY 6.0 .o Pano ; C 12.70 -, PORai OPOSE1) our. mio*ER o A 1561 5= a�P ODInON + z22' (OT COVE m v `�p• DECKPROPGAR+ G Ram CMF '= aft S.F. '= .�/ N N10'42*20"W� wrc� • C 2 00 HOUSE AND DECK 1004 sq.Jf. 37.30' c�\ W so 9 0 PROPOSED oo n o CONC. 00• DECK (TO BE REMOVED) 120 sq.J1. W' r GARAGE 317 sq.J1. pI STY yRHptt DRIVEWAY j OUTSIDE SHOWER 46 sq.Jf. C8 "W PROPOSED j 1487/10003-14.93' 7 sq.Jf. o �� a+F S79'2'4�p0 aDDlnonl N�q�NA MADD PROPOSED EXISTING REMAINING 1367 sq.11. POLE W E PORCH 155 sq.Jf. I STY SIDE ADDITION 50 sq.•11. 2 STY REAR ADDITION 86 sq.11. �•� DECK 86 sq.11. Cal 1744 sq.110 Bldg Dept copy from ZBA 1744/10003 = 17.496 O ZBAIFIei#Weddso,7cuments KEY Date: / i ■ = MONUMENT -• pse OF 11, OF SEC 77 N 7209OF THE NEW YORK STATE EDUCATION LAW. ON �T ,er�'G,Q� f EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS :f _HEREON ARE VALID FOR_THIS_MAP_AND_COPIES_ 7NEREOF_ONLY IF '"°,�;y,� SAID MAP OR COPIES BEAR 774E IMPRESSED SEAL OF THE SURVEYOR =' WHOSE SIGNATURE APPEARS HEREON. I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE LIC. NO. 49618 DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES PE YOBS, P.C. and will abide by the conditions set forth therein and on the (631) 765-5020 FAX (631) 765-1797 permit to construct. P.O. BOX 909 The location of wells and cesspools shown hereon are AREA = 10,003 SC?FT. 1230 TRA VELER STREET from field observations and or from data obtained from others. SOU7NOLD, N.Y. 11971 17-125 • N�OIZLTH ��cIC,T'rJ IQEFiIDChIGE (GONG• BLK.I FDUWDA.TIO N '4/Au.(TYF,) FKOM 6".146"C.M•U, REINPOKCED ou RENPorGW I°G, FTG, I 5rFb& WAIL ELKS IIJ KUWAIJ>BOND, ST'b.N0A4xP WIE16,H'r, HOI.Low L.&Av- „ 13FA.PLIM& , ASTM G-4o GMUI SI,T IN ----�K15TING BUO"AREAWAY TYPE "S"MOKrAR W/SMWTH FLU" Jo1Nrs &",116"CAST A.UJA VMr C-5-.tjW.CMT AL-UA.VENT a' it N 0 GZAWL (3) 2X8 ciRDERTfP(E)(Ir9() 1 I I,� -aiftR PCA - O w I 1-1WTEL/2)'JA 3'/z Y (ll I `�NAL SPOvE } 01ew DGGK 3llfa' gTL.1JJGLES I I �/.RyO✓E) .J_-�_ � S I I i I I I L7 r LI yE_�UL,L �R3EhS�NT iZl MOvE eAhEhcEIJT CKAWL 1WINGovV 1 A orme,cryr D,C, - iWz a�I r'— U4 I , I z LEDGEK !{5/8 SPACER i W TYP, p n P, j —lp tt — -- --- - --a �` I I i 5'-4" I 10-0' A1t6A OF WPW FOUNd�fIDN r —— \N�-k/Ewe-5TOK"f IWDITION -- -- — -- - 15AStAtN T THAN Bldg Dept C®py from Z� Final reviewed d currents ZBA Pile# 71 Date, oi i �� C7,���® i SKOBLICKI RESIDENCE RENOVATION/ADDITION b �• 560 YOUNGS ��•9A 01 ()rb � SOUTHOLD. NY 11971 wg�v� 5.7-5 ZOi$ ANNE SURCHIN ARCHITECT Iva._ P.O BOX 1201, SOUTHOLD, NY 11971 I G7�f:L`Eri- WOMTH UvIN� lebc BATH RA _ —$Et7R00/A DN Lr— I I� i I II �TOOp PINING -KITGkEN GEu_ 17EGK I . n vv Ld.NDING fIi �X15TING l=11��T �LOO� f'L�.N Bldg Dept copy from ZBA Final reviewed documents ZBA File# I aED - � 'K-' SKOBLICKI RESIDENCE RENOVATION/ADDITION / " 560 YOUNGS AVE 11� 5.25.Zo18 SOUTHOLD, NY 11971 Cs •.��,_ 'a ANNE SURCHIN ARCHITECT 019 P.O BOX 1201, SOUTHOLD. NY 11971 ���0F `�y - C/�bL6D bYDRTH l i - q 3>3 -O �XISTII.fG f�51DEhIG6 I UP I LAVING ROOM BATH C3EDfzG�M �rx15Tw� °s3�,co`EoM��r L n — \ NEW Naw DECK � 1 p�pblTlOt-1 lb DN NEW PORCH HPAL.1 o X -- --1 r ING ROOM KITGHBN DEN I NEW DECK d ` DINI '—J 0 UP MUb RM I�_fl i t ou-moote I 1 I � STokAGE � >n Z p I I Q I -71-0^ 13 04 �— LINE OF K%F OVERHANG n i n 101-011IG -� NEW pl'F"tl Fo>zGN ADbITIOt I NEW cNc-SToR-0,DDITION� Bldg Dept copy from ZBA Final reviewed cc����menta FAST FL-00K P-P.N v�, =I o 1 SKOBLICKI RESIDENCE RENOVATION/ADDITION560 YOUNGS AV SOUTHHOLD. NY 11971 01 Uy _p®� ANNE SURCHIN ARCHITECT P.O BOAC 1201, SOUTHOLD, NY 11971 r GALLED WORTH L.Iqg L7 2'-0"IWFOVSKHANG –�\1 if ot HALL y o f —= I I I � I I N if If tL1h 11 51/2' 4 4- 1'-4 - 44'-0" SECOND LOOK IOLM Bldg Dept copy from ZBA Final review 5cd ftcuments ZBA File# I C) -SKOBLICKI RESIDENCE RENOVATION/ADDITION FW 560 YOUNGS AVE SOUTHOLD. NY 11971 01 ()03 ANNE SURCHIN ARCHITECT 9 P.O. BOX 1201. SOUTHOLD. NY 11971 7 FMI - 51t)ING (TYf,) { — —_--- -- EAST L I/AXON W>ffr r-L�,VATION 1/# r-o, 1/4" z 11.0 Bldg Dept copy from ZBA Final revlewe� ments ZBA File# 1-11 Date: �� SKOBLICKI RESIDENCE RENOVATION/ADDITION i O' O�yo� x•25 ZG3dSOUTHOLD. NY 1560 YOUNGS 1971 ANNE S E URCHIN ARCHITECT P.O BOX 1201, SOUTHOLD. NY 11971 i --- ( I L I I I I I I l El 11 LH SOUTH ELEVATION LINA cF 'racl�:T� rrooF I I Bldg Dept copy from ZBA Final reviewed documents 77—7 ZBA File# -]lam Date: p/ Irs / I NO4;ZTF-1 I SKOBLICKI RESIDENCE RENOVATION/ADDITION /¢ _ ( -O 580 YOUNGS AVE SOUTHOLD. NY 11971 -25,zol-9 ANNE SURCHIN ARCHITECT P.O BOX 1201, SOUTHOLD, NY 11971 �y' SURVEY OF PROPERTY N _ AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK :COUNTY, N. Y. 1000-64-01-03 SCA LK 1'=30' FEBRUARY 21, 2018 (SURVEY) -- ----- -- - - APRIL 28, 2018 (PROPOSED ADDITION) May 2I, 2018 (LOT COVERAGE) ROAD May ?5, 201 (odd llond I FEGOM S0 OL UNG CMF* w 200.00 0., �= e FECO4 i 79.2400"E k�asN Os 0 sJ' z F 5.8 � CE e�UE I' EZ O ' Nl O'2o'2o'w - 0 n o P � _�B°�'O4A{�4 0 i 'R" 2ND 6.0 --OUT. SNO*M O 12.70 c— t RM s: PROPOSED 222 VVV; ADDITIONPROPOSED FR. cxiF DECK GARA� (I LOT COVERAGE DECK t Oft S.F. EXISTING N10'42'20"Wr� ""`���N 90' 2srr caws 200. HOUSE AND DECK 1004 sq.11 37.30' ��\ w 0 PROPOSED- DECK (TO BE REMOVED) 120 sq.11 Wv r GARAGE 3/7 sq.11. ASpHAI.T 0 . i srr OUTSIDE SHOWER 46 sq.fl. ce � 41) 0% J PROPOSED 1487 sq.f1. �, 5792 ADDrnow N10/F ! 14-9711OP03-14.9X $ GVF ti1ADDALENA PROPOSED EXISTING REMAINING /367 sq.11. POUr WPE I PORCH 155 sgJ1. I STY SIDE ADDITION 50 sq.-11. �1 2 STY REAR ADDITION 86 sq.ft. DECK 86 sq.11. 1744 sq.110 I 1744110003 = 17.4916 KEY ■ = MONUMENT OF Nell,ME)� � ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION . .. __ � ____ _____- � T. y0 , OF SECAON 7209OF THE NEW YORK STATE EDUCATION LAW. EXCEPT AS PER SECTION 7209—SUBDIVISI0N 2. ALL CER77F1CA710NS 0- HEREON ARE VALID FOR THIS MAP AND COPIES 77-IEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNA TURE APPEARS HEREON. < 1 am familiar with the STANDARDS FOR APPROVAL LIC. NO. 49618 AND CONS7RUC770N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES PE YORS, P.C. and will abide by the conditions set forth therein and on- the - - "-"" "' ""- I (631) 765-5020 FAX (631) 765-1797 permit to construct. P.O. BOX 909 7hO location of wells and cesspools shown hereon are AREA '= 1�,003 SOF1230 TRAVELER STREET .17 from field observations and or from data obtained from others. SOUTHOLD, N.T. Y. 11971 _��� SANITARY NOTES: N � EXISTING CESSPOOL TO BE 1. SURVEY BYPECONIC SURVEYORS DATED R0A PUMPED DRY AND ABANDONED FEBRUARY 21,2018. O �V OR REMOVED IN ACCORDANCE 2 4 BEDROOMS ARE PROPOSED FOR THE - WITH THE SCDHS STANDARDS RESIDENCE. �V PROPOSED WASTE LINE - FE.COR COR. 3 TOTAL LOT AREA AREA=10,003 S.Fgc• s nl��/' ,200 GALLON OL SF RESIDENCE � F 2 PROJECT PROPOSED 1 O CONNECTED TO PUBLIC YOUNG SEPTIC TANK / CMF 18 4 SF RESIDENCE 4. EXISTING TOPOGRAPHY REFERENCES THE NAVD CcP LOCATION W N CONNECTED TO PUBLIC '88 DATUM AND SCDPW TOPO MAPS SHEET 2 1 WATER 5'MINOODO W . C� PROPOSED DECK s MIN / WATER EE-38 �J1 C W ADDITION gLpG FEC . 0.5 N / / N 5. THERE ARE NO WELLS WITHIN 150'OF THE TOWN CREEK 0 p M PROPOSED SEWAGE DISPOSAL SYSTEM ('1 PROPOSED �9.2�,oo —— `/ / / 8'OJ X 6'DEEP pa �\O ADDITION LEACHING POOL fn Z� 6. THERE ARE NO WETLANDS WITHIN 300 OF THE 50 /, (TYP OF 2) 0 PROPERTY LOCATION MAP » 20.0 gg.2' CE BLUE v ,I�->' GRA PROTECT& O N10 20 20 W DW) 1 STY N pA � 80RDER l MAINTAIN EX.TREE O 1°=600 12.70' - 9D FR. N • PAn �a22.2' OUT. SH¢WER o TEST HOLE N w HOU _ 15.4 4 F.F. 2.E 6 — 0'-- _s' FR- J CMF EL.20.0:t ca v w :. 2 .1" w 5 s' oroc. 0 EDGE OF SLOPE SF RESIDENCE 3' / DARK BROWN N10'42'20"W WOOD STOOP l LOAM OL Abandonment of existing sanitary system must he in CONNECTED TO , 29?'— —J ON CONC. PAD PUBLIC WATER 37.30 wv — r 8'0 X 6'DEEP EXPANSION f –_– – 06 PHA T DRIVEWAYLEACHING POOL BROWN SILT Conformance with department requirement Submit � ce � oa TESTHOLE EX WATER AND ELEC SERVICE ML completed form as proof" 579'24 0 PROPOSED 2-STORY 2 POLE 'jD 1 .8 c F EX GAS SERVICE ADDITION NA PALE BROWN UT Uy EX.WATER SERVICE SF RESIDENCE MApD FINE TO MEDIUM POLE WIRE CONNECTED TO PUBLIC SAND WATER SP �r A� 17 5'(WATER TABLE EL 2 5) V ® WATER IN PALE BROWN FINE TO �.� MEDIUM SAND SITE PLAN SP 18' SF RESIDENCE SCALE:1°=30' TEST HOLE PERFORMED MAY 16,2019 BY MCDONALD GEOSCIENCE CONNECTED TO PUBLIC GROUNDWATER ENCOUNTERED 17 6 WATER BELOW GRADE SUFFOLK CouNTY DEPARTMENT OF HEALTH SERVICES FF EL.22.0 WATERTIGHT FRAME&COVER W/ MORTAR FROST LOCKING DEVICE CONCRETE COVER ��� – PER IT FOR APP32OVAL®F O®PSSTRfI<CTto4V F®id A CONCRETE COVER PROOFING 24°0 PRECAST CONC.RISER BEahr LOW GRADESltJGLE FAMILY �E�&DENCE O1�LY BELOW GRADE G E EL[APPROVED .00+ RINGS(12° MAX.HEIGHT) GRADE EL.20.00± MAY �..t'2019 1'min r JUN 1 9 2019 �!�-0`� --UO 1 min. ( ,h1 LTH 8ER�CEB APPROV"D M TRAFFIC BEARING SLAB 2' 24 DATE Fit R P o° —\` 20" PVC WASTE LINE 2'Max 4°SANITARY WASTE PIPE 6° PITCH Y8 INCH PER FOOT TRAFFIC BEARING SLA B- _._ eT. OR MAX1M til OF BEDROOMS PITCH 1/4 INCH PER FOOT INV EL. 17.3 INV EL.18.0 INV EL. 17.8 a LINSTALL DUMMY RINGS AS NECESSARY TO EXP1R S THREE"EARS FFtONI DATE OF APPR01/A9. ° o INV.EL. 17.1 10MIN. BRING PROPOSED STRUCTURE TO GRADE MAX. 8 "T 0 20 MIN.) _C ALL LEACHING POOLS SHALL BE PLACED IN N J 4° Zo ACCEPTABLE LEACHING SOILS AS APPROVE BY THE SCDHS. IN THE EVENT POORY Qd ` Health Department Approval Stamp 4° LEACHING MATERIAL IS ENCOUNTERED, E � - �' Plans are prepared by Condon Engineering,PC It is a violation ofthe Newyork State Education8 DIAMETER I 8'DIAMETER EXCAVATION IS TO BE CONTINUED TO Law,Article 145,Section 7209,for arty person unless acting underthedirection ofalicensed i Professional Engineer,Architect,or Land Surveyor,to alterany item in anyway Van Fern bearing PRECAST SEPTIC TANK DETAIL EL. 11.1 SUITABLE MATERIAL AND BACKFILLED AS,,, C= a y, i the seal of an Engineer,ArehFed,or Land Surveyor is altered,the altering Engineer,Architect or !LLE DETAILED. CUTTING RINGS MAYBE - LandSurveyor shallaffiixtothedemhis/hersealandthenotation'PdaredWfcgomdbytimber ACHINGPOOL DETAIL , signature and the date of such alterations,and a specific descriphonofthealteration. REQUIRED. SCT ~-�"fQ7 HIGHEST EXPECTED GROUNDWATER ELEVATION 2.5 ` ' SKOBLICKI RESIDENCE SCALE AS SHOWN 011 on� 9ineering, P.C. 560 YOUNGS AVENUE SANITARY SEPTIC SYSTEM PROFILE 1755S'IgsMRoad SOUTHOLD,NY Drawn by.uc pluck,New York 11952 P 1 NOT TO SCALE (631)298-IN6(631)2W2651 FM( Date 5M)2019 w w.condonengineefttom SANITARY PLAN SCDHS REF# 81019-0058 SURVEY OF PROPERTY N AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, N. Y. 1000-64-01-03 SCALE 1'=30' FEBRUARY 21, 2018 (SURVEY) APRIL 26, 2018 (PROPOSED ADD/710N) MAjNROAD JANUARY 218 20210 HD20 (REWSION MARCH 4, 2021 (HD COMMENT )) FE.COR. I c OL YouN M Zpp,ppr CMF to BIRO FE COR. N+ O.5'N LP2 c)Z 4+pp"E ONC o �o s LA 79 2 'v T rn o� m ■B -C Z 1 CMF �, STO B- P CT Yi�10�20r20yW RIO 38.4' ao �Cl� PATIO �_-��BORDER L SEP11C LOCATION 12.70' no PORCH STONE FR STY. 6• DECK 22 2, 1 _r OUT. SHOWER Q N ■ ■ ■ ■ n STONE °f cn n FR, CMF A B / STEP N w o 13.6' GARAGE 37 37�;' • r n /� STONE 14 10.5 AVERS (-t ppr ST N10 42 20 W WALK 5.D� T 2• -RIO PAVERS CONC. Zpp• LM 54' 52.8' 37.30' -\\ W 6B CURB 1'STY FR. LpQ 70.7 67.6 • WATER STDNE�GRAVEL DRIVEWAY ENTRY VALVE CB BB Cl1Ra STONE WALK ASPHALT 79■`4spp W &STOOP N/O�NA !rte CMF METER S M01)ALE _ POLE KEY UT UY POLE W/RE J • = REBAR t 0 �\ SUFFOLK COU�STY DFPA �N�"�iT Or his 1-� 9 �RVBC�S -� MAY - 4 2021 WELL = STAKE O A 611\1 aLkr k::-�,,F.11 = TEST HOLEAR 2 9 2029 " �.� �- X00 pat • = at this i,cation 11310 been PIPE 'rho 5, age d9spcx i :� ��n or ath2r agvrcies and mound 8® !c9rfifled by Z' ■ = MONUMENT be sa ted tory FOR 0,MAXIMUM QF �E®R���• be satisfactory. = WETLAND FLAG � — �� A U71LlTY POLE Jpaig Kn ppw9 RE,5Chief E�q�' '?•r. (a`1 meq,. ° Q+ _ y. +.✓t`'-a r.' t L ANY AL7ERA71ON OR ADDI77ON TO THIS SURVEY IS A WOLA77ON OF SECTION 7209 OF THE ' NEW YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER70CA77ONS HEREON ARE VALID FOR 774IS MAP AND COPIES THEREOF ONLY IF SAID r m. MAP OR COPIES BEAR 7HE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE SIGNA7URE '`�� "`'�` r I ,$ LIC. NO. 49618' APPEARS HEREON. PE ON •,_ Df?S, P.C. I am familiar with the STANDARDS FOR APPROVAL AND C0NS7RUC770N OF SUBSURFACE (631) 765-5020 FAX (631) 765-1797 SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown P.O. BOX 909 ry hereon are from field observations and or from data obtained from others. AREA �' 10,003 SQFT. 1230 TRAVELER STREET 1 / —1�5 SOUTHOLD, N.Y. 11971 Generated by REScheck-Web Software QT Compliance Certificate OCT 0 5 2021 I BUILDING iJcr'I TOWN OF SOUTHOLD Project Skoblicki Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Orientation: Bldg.faces 80 deg.from North Climate Zone: 4 (5572 HDD) Permit Date: Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 560 Youngs Ave Anne Surchin Anne Surchin Southold,NY 11971 Anne surchin Architect Anne Surchin Architect P.O.Box 1201 P.O. Box 1201 Southold,NY 11971 Southold,NY 11971 6317656364 surchin@mac.com surchin@mac.com Compliance- trade-off Compliance: 6.7%Better Than Code Maximum UA: 372 Your UA: 347 Maximum SHGC: 0.40 Your SHGC: 0.27 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area, 4t Ity Cont. Assembly or av U-Factor UA Ceiling:Cathedral Ceiling(no attic) 1,221 38.0 0.0 0.027 33 Wall:Wood Frame, 16"o.c. 1,747 23.0- 0.0 0.055 71 Orientation:Unspecified Door.Solid Door(under 50%glazing) 38 0.450 17 Orientation:Unspecified Window:Wood Frame 331 0.300 99 SHGC:0.27 Orientation: Unspecified Window:Wood Frame 83 0.300 25 SHGC:0.27 Orientation:Unspecified Wall:Wood Frame, 16"o.c. 647 15.0 0.0 0.077 65 Orientation: Unspecified Floor:All-Wood joistlTruss 1,125 30.0 0.0 0.033 37 l Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version:REScheck-Web and to co'mlply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Skoblicki Report date: 10/25/19 Data filename: Page 1 of 10 j Generated by REScheck-Web Software GENERAL NOTES Schedule of Drawin eys Compliance Certificate 1. Prior to submitting a Proposal, Bidders shall visit the site and carefully examine the existing premises -9 and work to be altered and demolished, and shall familiarize themselves with existing conditions and the 1) General Notes, Code Analysis, Energy Data nature and scope of thework and difficulties that attend its execution. Submission of a Proposal will be 2) construed as evidence fiat such an examination has been made, and later claims for labor, materials or Existing First Floor Demolition Plan equipment required, of for difficulties encountered, which could have been foreseen had such an 3) Foundation/Basement Plan Project Skoblicki examination been made,will not be recognized. 4) First Floor Plan 2. The property will le used at times during the entire period of construction. The Contractor will cooperate with the Owner to minimize conflict,protect persons,swimming pool,pool terrace and accessory Location: 5) Second Floor Plan Energy Code: 2015 IECC buildings. 6) Building Section A, & Detail Section 1 Southold, New York 3. The Contractor shall assume full responsibility for the protection and safekeeping of products and 7) Misc. Sections, & Details ' Construction Type: Single-family equipment to be used for this construction contract while stored on the Project premises. Project Type: Addition 4. The Contractor shall be familiar with and responsible for adherence to governing regulations of 8) East & West Elevations Orientation: Bldg. faces 80 deg. from North authorities having jurisdiction. 9) North &South Elevations Climate Zone: 4 (5572 HDD) 5. All construction shall conform to the Building Code of New York State effective August,2015. 10) Kitchen Elevations 6. All construction shad conform to the Energy Conservation Construction Code of New York State, as 11) Misc. Details Permit Date: Permit Number: published by the ICC Irternational Code & NYSERDA, Code and Commentary to the Energy Conservation Construction Code of Nero Y 12) Nailing State-2016. g Schedule, Plumbing Diagram, Door& Window Schedule 7. The Contractor is to provide and maintain constant control of dust, debris and lead containment for Construction Site: Owner/Agent: Designer/Contractor: renovation, repair and painting during all operations, including the provision of temporary interior and 560 Youngs Ave Anne Surchin Anne Surchin exterior protection barriers to safeguard building occupants, pedestrians, adjacent automobile parking, Southold,NY 11971 Anne Surchin Architect Anne Surchin Architect adjacent properties,building equipment,and existing and new appliances. E1) Electrical Plan First Floor P.O. Box 1201 P.O. Box 1201 Southold, NY 11971 Southold, NY 11971 8. The Contractor shall keep the construction site as clean as possible and remove demolition and E2) Electrical Plan Second Floor ? construction debris from the site at the end of each day and legally dispose of same. Consult with owner for 6317656364 Surchin@mac.com Surchin@mac.com location of dumpster. 9. The Contractor shall restore to satisfactory condition all new and existing construction work and other i improvements that are damaged as a result of contract operations. 10. Do not scale the drawings;written dimensions supersede scaled dimensions. ' 11. The Contractor shall verify dimensions on the drawings, measurements at the site, and be responsible f APPROVE Compliance: 11.8%Better Than Code Maximum UA: 297 Your UA: 262 Maximum SHGC: 0.40 Your SHGC: 0.27 for their correctness.No extra charges or compensation will be allowed on account of differences between VEDAS NOTED The%Better or Wase Than Code Index reNEccs now close to compliance the Wase.5 eased on case trade-off races. actual field dimensions and chose indicated on the drawings. Any differences found shall be reported to the It DOES NOT provide an estimate or energy use or cost relative to a minimum-code home. Architect at once, in sufficient time for the Architect's consideration and direction before the Contractor DATE: B•P;# L COMPLY WITH ALL CODES O proceeds with the work involved. it NEW Y F 12. if any discrepancy or conflict should appear in the drawings, the Contractor shall, before proceeding FEE: BY: YORK STATE & TC?W►�' r Envelope ASSE'It1b�lE?S with the work in question,notify the Architect and request an interpretation. In no case shall the Contractor AS REQ(,jf J `'ODES proceed with the affected work until advised by the Architect. NOTIFY BU1LpING pEPAR ''AT R AND �QI+\(D1-;ONS 1D 13. Unless specifically called out as"existing",all noted materials are new. 765.1802 8 AM TO 4 PM FOR THE SOUTHoc)j TOWN Z% • ' +' 14. The word"provide"means to supply and install. FOLLOWING INSPECTIONS: 15. The Contractor shall provide and be responsible for any and all safeguards required by any law, I. FOUNDATION - r-n Ceiling:Cathedral Ceiling(no attic) 1,221 38.0 0.0 0.027 33 ordinance,permit,insurance requirements,and Architect's admonition,or that conditions TWO REQUIRED ns and Contin ! Wall:Wood Frame,e 16 0. . contingencies c require at the project site,including,but not limited to,protection of openings cut in walls and floors,for the FOR POURED CONCRETE ,ARO Orientation: Unspecified 1,747 23.0 0.0 0.055 76 positive prevention of accident to the public, or to the workmen, or damage or injury to public or private 2• ROUGH - FRAMING & PLUMBING �xTRUSTcES . Door:Solid Door(under 50%glazing) 38 property. 3. INSULATION hl 0.450 17 16. The General Contractor and Subcontractors shall be licensed and insured, as required b authorities 4. FINAL - Orientation: Unspecified q Y BE CONSTRUCTION MUST i Window: Wood Frame having jurisdiction,to perform the work of this Project. COMPLETE 331 0.300 99 17. The Building Construction Work Permit will be paid for by the Owner and will be obtained by the FOR C.O. SHGC: tion ALL CONSTRUCTION SHALL MEET THE Orientation: Unspecified Owner's Representative. All other permits required by authorities having jurisdiction, such as permits for Floor:All-Wood oistlrruss specific trades, are to be filed for, paid for, and obtained by the Contractor. Scheduling and obtaining REQUIREMENTS OF THE CODES OF NEW tX exterior lightinC 1,125 30.0 0.0 0.033 37 required inspections fron authorities having jurisdiction is the responsibility of the Contractor. The Y,. YORK STATE. NOT RESPONSIBLE FCR l-r^llcdi replaced or ! Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other Contractor shall file for, pay for, and obtain the Certificate of Occupancy from the local Building DESIGN OR calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in Department. CONSTRUCTION ERRORS. �`"'.`:"{red t�lll�ll COnfOI'in REScheck Version :REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. 18. The Contractor shall supervise and direct the demolition and construction Work, using his best skill to Chapter 172 ! and attention. The Contractor is solely responsible for all demolition and construction means, methods, IN.e Sytic� �r 'th�'To'�•m Gude Narne-Title I�� 1L-'f' "� s-�', �!LD�I 9 techniques,sequence,;and procedures, and for coordinating all portions of the demolition and construction Signature Date Work under the -Contract. Safety provisions of applicable Federal (OSHA), EPA, State, Local Laws, Construction C(,.ies,and s)und construction Practice shall be observed and maintained by the Contractor at DRAINAGE INSPECTIONS ARE REQUIRED all times. In the event of a discrepancy between the various standards of safety required,the most stringent Contact TOS Engineering at 765-1560 before fit provision construction in luding owner-supplied ed mater alsen situation. Contractor is responsible for accurate Backfill,OR Provide Engineer's Certification �lov�er door 19. Architect is not responsible for floor finishes chosen by others. that the drainage has been installed to Code. r.nd ductwork 20. Finished grading to code around new construction shall slope away from house and blend into existing. 21. Concrete sh: i br air-entrained normal weight concrete, have a 28-day compressive strength of 3000 testing required. P.S.i.,w/max.sl ,mp of 5",conforming to A.C.I.301,latest addition. 22. All dimensic,ial lumber to be Doug. Fir,structural grade,No. 2 or better with the following minimum Project Title: Skoblicki Report date: 03/20/19 specifications;Fb(fiber stress)=825 psi,Fv(vertical shear)=95 psi,E(modulus of elasticity)= 1,600,00opsi. Data filename: Page 1 of 1 23. All flush framed conditions to be securely teco-ed. 24. Heating&cooling floor vent panels to match flooring as flush wooden slat vents.Ceiling vents-white. OCCUPANCY OR Aust provide 25. All interior trim,casings,etc.,to match existing as per dwgs. 26. General contractor is responsible for coordination for all trades. D, J and S as 13G1'USE IS UNLAWFUL 27. Contractor to repair at his/her own cost any area damaged(site,bldg.,utility)by construction. Code Skoblicki Residence Renovation/Addition Code Analysis 28. Where new construction meets existing,blend the intersection so that no seam or joint is visible. WITHOUT CERTIFICATE S' �,nei'gY 29. All products,materials,etc.,to be installed as per manufacturer's recommendations. - 130 M.P.H. Wind Zone within the Wind-Borne Debris Regiov-Prescriptive Design OF OCCUPANCY Reference Standards for 130 m.p.h.wind zone design: PLUMBER CERTIFICA TIom, , American Forest and Paper Association (AF&PA), Wood Frame Construction Manual (WFCM) for One ELECTRICAL ONLEAD CONTENT 81 - and Two-Family Dwellings-latest edition INSPECTION REQUIRED CERTIF/CA TE OF OCCC p-l. American Society of Civil Engineers,Minimum Design Loads for Build (AscE 7-16) -igs and Other Structures SOLDER USED IN WA TE-Fl SUPPLYSYSTEM CANNOT Structural Design Loads: Floor live load 40 psf EXCEED 2110 OF 1%LEAD, (Prescriptive design to code) Roof dead load 15 psf Floor dead load-slab on grade TRUSS PLPiCARDING REQUIRED Ground snow load 45 psf Exposure: C PLUNiBING Seismic Zone: ALL'Pl..i:'.`,3lyG INr,STE Climate Zone 4 4&WAT:-I �i',! S NEED Weathering: Severe ' ill Ground Snow Load: 20 Tfa'1'ING BEFORE COVERING, Frost Depth: 36„ Termite: M-H Decay: S-M Design Temperature: 11 Ice Shield Underlayment: Yes Skoblicki Renovation/Addition 560 Youngs Ave, Southold, New York 11971 Sic uare Footage of Additions ,AP General Notes, Code Data, Energy Data New first floor enclosed areas 136 S.F. ��<Q.. gy�ASCALE: DRAWN BY: JOB NO: New additional second floor area 1074 S.F. �� Q �.,,��ti c2 tt`n� As Shown ARS 127-2L Net additional enclosed floor area 1210 S.F. :i Y,N, New covered porch 155 S.F. 0005 ypo`' CHECKED: ISSUED: REVISED: NE`il ARS 2/1/19 OF 11111111-1 RIM 4 1 NvteT� Er�I4,T'G I��iIL�NC.rx �GDNC. 81.x.1 Irt'1'I:JiJT)A'rTD'9 WALL (" Yl:) .-K0M-'V..x$,I lot, F7-& . t 1 �STE�.:.W,A.�L. gt.r�3 il�t•"� 11N(y �'FJt�, W 1It 44 T.. :�HOUOW ,.� 15EA- IW& ,, ASTM C= 4TC CMUf UT IN � `t`yl.e „>7"1meTA>Q WISMWTH >oi,u" .IarNt'g —LK1�3T(Nb "l5tt,W MEAWAY a v !I rtl 18"x 16r >R B"MW Cow, FT&S. if i1 ll� E v 1Idt �- fell � l:L��N �1LL "� � '-" -- -- ._. (3) 2 K 8 C«rKMR. Tft' (FY, 1t') I �1 >v F ,�► �-�. .. Y t T(P FPST t=W0K K-3o Ir4a.a.d►►TroN Kv TO ME P14000E17 %4Pk-tiC�Fi-CUT _ r_ t A-tv VAIST tJU. I 'TO F'FioJt♦KK. AV @1 L r O`0 I �� r o, I V - �.5�9�TIC�N �7 �2"w X 22�H. r�c♦r.�� ° � � ! � � .. . '�C t oC fl` I d N OMMING I"EAST VALL. N t,U_ r` 24",N, X 22'rH. ACG�S a I "� �► ILIM U. ... I T.Now ..: . fJt'�NING rN t WALL. �� s�� o MN j D� j Tom. y" ' 1 I Z+ 0-0. VSK, JWCTI I t rt._; a►r� Z ( 1 G t' vr.- 1v iwo NEIN k'symerriNG lZoLi pown �N WI' t L, -1t TPW0.2 0n0NS'- AT CMU � Po1grp 8' �:.rim JU90TIONra T•11' 4 I'mc 16 14 CgAWL. 4 , lot7' � '(lir, �• MC (ALL MCA T ' f"iLKY1FIW RK [ rml4d C01,TAGT 1`10! 7 - 1V VIA t!v'.4 wN"t"Avot*.na FOOTING jt c, 30�i3 tat, Wrl(2)# 5► ltNtGjNCs '�r" ,�t 3#_t�N "�t•o" i Of� f �•�-pct �� , ��. , MIN. WJ "MLN µ MaW AMMON- 5'.� 4 G�► ' ViIN[ F 'IN�aS MBBT; I�Jt Gig WWI'SDI� 17xTIDN Aft&N 6/0 NSW PTC, WMA 40 6XI Jt'tNG FTG'. N�k�. =S-t-Orl rCb�IT ICS — STF.F'' Il- A5 sectp To gess New F ttv oN ul�tpl�1'1,JI'�ER7 501 L, LAN -Masonry 11 Mortar int Relnfolr+cin Notes 1. Protection of work: During erection,cover top of walls with heavy waterproof sheeting at the end of each day's work. Cover partially completed structures when work is not in progress, ,,�� 2. Extend cover a minimum of 24"down both sides and hold cover securely in place. " SkOblieki Renovation/Addition 3. Do not apply uniform roof loading for at least 12 hours after building marry watts or columns, 4. :.Concrete Masonry Unita: Manufacturer's standard units with nominal face dimensions of 8"x 16"x 8"thickness. %0 YOU119s Ave, Southold, New York 11971 5. All concrete block shall be hollow load-bearing as defined by A.S.T.M.C90 6. tach course of block{running bond)snail be solidly bedded in mortar with vertical mints breaking over•the center of the Foundation Plan/Basement course below.Units shall be banded at corners and intersections by an alternate lapping of units,and be anihored to •Rt^ ,the existing adjacent construction.No cells shall be left open in face surfaces ���E SCALE: BY IVC) 7. The top row of load-bearing walls shall be filled and rammedwith mortar: �� 'nr y�� 8. I-lorizontal joint reinforcing is to be placed typically in joints 16"o.c.vertically and In additional location noted below. w� � �k Cy F� As Shown RB 127-21.. 9. Place in first and second bed'pints immediately above and below wall in 1Z openings.Joint reinforcement at openings should .�, extend not less than 24"'}cast the opening. t 10.Joint reinforcement is to be of the single wythe wall"ladder"type such as"Lox All #220 Ladder Mesh"as manufactured by Hohmann& Barnard,Inc.",I lauppauge,NY,or"DIA 320 Ladur"by"Dur-o-wall" orequal 14 2 ht tn. "� } C IEgCED ISSUED: REVISED: r 11.joint reinforcement is to be fabricated from zinc coated cold-drawn steel wise and is to ,oret of(2)c�efo}�meii pl ��y OQ longitudinal wires No.9 gauge or larger,weld connected with smooth 1Vo.9 gauge cross wires. TF `� ARS ' 2/1119 / >:J19 12.Zinc coating is to be hot dipped galvanized and applied at a weight of not less than 1.5 oz.per square foot of uncoated wire lEvl surface. 13.but to out spacing of longitudinal wires is to be 15/8"less than the actual width of the masonry units. 14.Cross wires In"ladder"type of horizontal joint reinforcement are to be spaced 016"o.c. or 15.joint reinforcement should be furnished in flat sections 10 to 20 feet in length. 16.factory prefabricated Carver sections shall be used at all new corners. ' GALLS a . 140KTH If � � 1 � DN II r-_ :— - --- -I � / f i -------.- ------ i 41 If rl � I i 11 tt Ia , i 1 1 ► I Ii1 t T�= I VINING ► i KITGFtI<N i e'TOU7 TT (I L,- TI n - _ - - -—- - _ _ __ -� 4,4J I ,I s � it I H Skoblicki Renovation/Addition 560 Youngs Ave, Southold, New York 11971 t Existing First Floor/Demolition Plan SCALE: DRAWN BY: JOB NO: -q�, f�F As Shown RB 135-1R cz N d ;,, ,z s •+ �. CHECKED: ISSUED: REVISED: yT� 01;^.05 ypQ ARS 2/1/19 lE`N OF 1,11 low 111"p"IM 1 q1,114. 11.100111 s'Tnl k.z^a ! gym- :k.s' Xi; , :a Vie.• , L�G�.N n civ 1�4tiT'G 'WALL - goRrN W F�w WA•LI- _ --- - .. it t „± t n I EXISTIW& 12�G✓iD�P-lGt✓ 2-104 x-10 2-1�7'I 2-IU 8' 9" " 7' �" 2t-IO�t �}.'_g'1 NSW P�I7bITl01 ! �X15T ! t:Xt�✓-T f K,D EXIST R.0, 1 - 7 v 3.K @ �7y,1:' --_ XtSmw ���1f.G0 > MST p�IZ o LIVING ROOM BATW 1 - - +Q � ], to 00 i N N----- NmINN1I Z16 (Ob j4 �1 Kms'° 2 O V < O --- + r o 2XfoC..J,s@Itofl.c -7x `" 12. 0.c.. ! — --t I. 1Gf�y -7 z U VEST t7INIt�IG {Zt� _i IC ITGHEN 4.( r ' -ad U�3►Z �• ,ry \ = n�_..-.,, k, N r s �9 i d•• �- cS •7 (tv to se 2 xr6 I-lti I�IFl15N Iq•-7�4 I 3 j2 I i- a 3 7 5t � -� X sq _� •�' -N `� -� I6 Buts- IN �' DW +TN A i o , JS 30' N ; 5y2 26 x�$... PKT ycit ! A LINE Ol=}JiiW Ifi GN aDDF dtiE NAND {3 I�4 X7 k U/G� _ ' = Mu P-99 - rrsXfo ; N ® I I NKDA'''�T� UAP017 31141G`T I, C.M. � I � NEW P"T-f°�-- -ISs; o tJp b o C d1JTGaDie �,,�,(-1 a OF ROOF NP5E X188 '� rr�` OEM— t I 28X 68 STD1Cd•G>; r I a Nokt1IJA1- ��BOTTOM wltT'17d'tEmQLkW,•— p, j �� — — �" i) •�- 3 WSAEv'HO-LOW GM- 96E V7. � --_ _ H 7EMPD cgLABS- �� 1�-10 n 7t- 11/%. .0" I +_ ' t u t ti+ , p i u Ip If • )-�lt 2- `C409C- ra *X,D R.o, Pit; q _p2 2 3t-4t } IDt_ott ID-t'o O,- pt New OI°EI�! f CH A,r�btTloN ST S �AvINr, Na;W OW- FTOKY APP(TI0 4 NEW 1P6eK IaY% FAC . !o • �I�ZZ�T �L.DD�? �"'L.AN . Skoblicki Renovation/Addition 560 Youngs Ave, Southold, New York 11971 First Floor Plan �Ugcyj� SCALE: DRAWN BY: JOB NO: oy, t�`0 As Shown An 135-1R RB k' CHEC)(ED: ISSUED: RE q�F '00S -l0� ARS 2/1/19 ¢/Z&/I'! NE`ll I OF ' t "v . GAL.LE P WOKTH Wr_ or 71-61"' ROOF OvEIeHX►J6 ------ a 2-101/4 . 2 •u�" 2� -�7/s Z'-10" 2-O 2-!v 3'-l0�/4" 2'-6M -8 7�_ �„ 2� �� ---- R.O. _.._ Io g- IZ.0. fZ.O. .D. N,'r 5, P"C). /A-\ 0 A 97Ntt wALL ONLY1.1) 1167 �; c✓�2 6'-1" ��(,!,+ 6' ,83j.� ''/z 3'-�" 3+/z d-• $hTH 3 11 i - -- --- pK-t' ;� m i _ +` 0 - ®� ! d' >xHAIL 4 Ga WILL II BATH KM, 4 13 ° a of a b T,y, ti ti 3" N 9t I O V � f 40i W%v CL :„ { r;, Mi ' _� _� s[ ___... _ � a ���� •- ( - t1/ � �x - IL Vi 010/ _ a I 12 Te 10' 11 — I _ I , N ! - _ - -- .n _ a- I S _ .�it _ 777- DoH N y / x �I 14 )piD61: 7KN,( CCU&, o _ - Il'IA6T�K, ��d I�pdiK ! �'i Us<w�IN� �.lTGiE.� � �► gEPIZOO/A 3 w I - �, Q.�/2K1 1:SP_tt" tztler�"o,�,� II :6 - - — — �-- - r lCj x I I - I f I 10oy 2_4 1�z 2-6 j 21-10�� 6�-p1(2 ' • A 4 C 7 5e.GaNb FL,00R Skoblicki Renovation/Addition 564 Youngs Ave, Southold, New York 11971 Second Floor Plan SCALE: DRAWN BY: JOB NO: As Shown ARS 135-1R ,Z Q ids 2 -1 Q� CHECKED: ISSUED: REVISED: 0l '05 yp ARS 2/1/19 OF Jv LEM BOxMIP W6TF-'b Citi ICAO L-OAP PXTH C-OWIJ56TIOW6 7cAP ovp-p. eAr -lpW&E Vf-WT,, AL-T, -AMCRTECT AMPtOVEV POR HUKKJC�4Nr ZoNt ISO/ ------------ p, H GE ITWSIO 6rKAr a T/0 EACH MTEK �- ACK644 SEAr,IN& K 1 -r-36 ' KKArACtL ACTT IW5t1LA7jN r1trt, 5y j0HNSMANVjLLF� FROVIVr-' 1" Am4K !5FAtt W1 AI-TIC VtW'7 DAFFLI`5 SFL-F-At7Hr-K1W& 'w�ArHF.ItWATr I 11A ''NT H "GAF " V-Lp&,g SAVE To 2' -o" 1-�dSjpf rK-r5R10K WAL-1, LIHF_ . 1eG01' UNPFKLAyMENT Tp BF IS LAFFKP 2 ' 5ASTI�Q e. MAWI)FACTURSV6 1WS-rAL1,A7rt0W A MOKE THAW 56" 'Oe" titAx AKCH 1re-CT SHIW&LE12, MWAI PAVt HURMA.149. KAT , - N44 I- �Vl HO-r t2i PyF-p &&W. W/Alp , Haw U10LOMN KS W&v, CV)( Pi^v 6HeATHI& 15Y 61 kre_,&.4 L-Ts 2-o TW 1sT I'll 2 T/O PL-A-rr- lovpup H 12K F POM (3)2 li 4 AZZ t)X. Z rt.-Ywv FLITCME6 PP-1P CAP TYR (WH L I I r-KOA A21~-1C 0AW Z)c W/ 1 (2 TKIA OVSK r-AV-IA r-rotA %a.7 3/4" r15F-94L., Mr�sH Cp�ITjw, 5a�p p 6W lc PAINT ON UN t2f,Chif 010 kAF-rIFK,5 IN AMA Or VF KJT, 15EAD50'W12 V-JT 5IL?F UPOe;-V SY �kZ6K' ' kAbbET I x2 TKIA -ro 9P,(,F,1VF, 6HJW&L,15-�e, 4 'ryF,, C-A4>IW&f, 15YA'ZV '(l 1/41' 114k) 0 00,0 lv- Ty?P ATTIC, -5KIN MOO 61✓Lr - Jovvre, a i(Vae. AIP- EWM t�-x OVex 11.2 o e py -pl _yWp AW t7 1�j 61t--'WJLJW(--r10�4 W/5LjJ5,�,0W IC f Nil ' 2g066? le'ar, I'M PK, -F� H e' AROUNPAU- OPMN166- TKAY 615,1 L 10 C, MATHEK"'Fuj�J6MfrW T3Y TOP Or 61 L4, MT, OWYK9' OVM Ag &AAKIE-F, W/ft)V.8"PvYWv 1/51 (Trp) ty Aux MTH HALL. !Az Y. r v to r 1/0 -51LI. FL, tOLI Cc AFvmr 6,ATrs B-y CIO$ 2,0 (P T/O 5U B F 1,Ob kIA& Wle;,-r J • -3/4 T 1-LYwt2 eLj 6)r[�M 5CgeWrp &,"U rp -'"3o "OM -7114.' 190eKWOO� CO3kAr-012T5ArT,5 HALLWAY 4.4 IMF-TeK WALL M, nyow tp Tlo or- Fxis-r& n, I:z C520 STUP 1V 6rup - 56, rom 1z G Sk6blicki Renovation/Addition 2 560Youngs Ave, Southold, New York 11971 Building and Detail Sections 1/4 SCALE: DRAWN BY. JOB NO: S Ac?C As Shown RB 135-IR C AA,es, ------------- O-A CHECKED: ISSUED: REVISED: ARS 2/1/19 0 OF 44 4 2X CLG JSTsl IS 16: -TYP F00t::NG UWD--RLAl'- TP' RIV6k \/r--N-r 2 X+ -ror MF,W-r� SHtr, TING.56E VWG 6,S(-ZTl0M 2)(4 DLIV 9-x to Rim-le x 4 erru De,e I cp 0.6, -Typ e,P-7lASF,H FAFTek,�7 0.C, MAX. 2)<(o 5OWD t3-KG e-,eTwF-r--f4 CL,-, pE:,Tr, (2) ,2x+ -ror I.V, 3b M& 2,Y-+ 001.,E ------- AM 11,194 b4-r-r-�E 2�xa� (:,L.& je-rs, P- i(o"ox,, "ro A4AGQ W/ UNMP-elm OF pzv�: TO MXRT;k1t\1 I" A15Z.51-ArE GOArRAt INS PIZ5 IG 5 \ �! e'lNip5cm L 715 20' FAFrEF,-1W15T 7YP F,AW SF-F- tV*6,--J 2)15 HDR. 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To Pom SILL,S-I)AKTN6 10,,t-1G+4 W-1 r--XvFr�� I=t4L? WALL, covRsIm&. 6"1 TO 12"FROM ENV OF EA.SILI,PAAlf,, Wmv TOP GMU =99S OF FOUNI?AmoK WALig L15 -to es- 411 H*,-H � R*mmeD wit,(D W//moeTAR, 5/0 14F-Vl FT& TO A0r-,0 WITH &/0 F,)Qc,)T'& HoU5F- — 0 S*mprvoo L;T137 f(p WTep"'TWIST 5ULDNG eGGTIOW THROUGH MUD P,,00M 515F- rW6 !Z FCV,-rYP -fYP FM floK�j fVoF 2*+ e0fIV GONGF-ALet;i AL-UM 57SP r-LA5HIW& KAF-MRS, e 12110.0. 1,".(jYe AT KISW pow, A) r-i,& JcleTs, e lap" O.G. T11? DETAIL. esS 9SCTION .......................... ........ M1050P "r,MS7T 14- it0TW sierugev TO EAM OF LA. 13� W/ # 10 >( V/LIl "qv�oKr;,-mlve St;, cowgsc-rml� wp,Ewq < %Culzev To 54es OF (,P"Y-ro, COL.Umt4e HOLVOWN WITR (1) 1/4'4 v-rup wvre7 fi _ _ TOP OF PLATE 3/g x 3 60)( PL-Ywt). Y,* -ror m- ,ra A 5U0:`FA1C-x1-IA-, BOTTOM OF L\/L BEAM 14 I F5L,5 W.1 I cox PLxwp 2.xio Lepc.,FA- LAG wLTF-v 7HK0UGH t ! 5)(ISiTIW-v eReATHIKIS IKM eY-Igrb mbmws, 1'/2"TKK- ?AU etlroW e C.,,,,Pl(26;`yc 2la i 4345 qToMp- W.1 No A- THK GONG 5L.Ab F-PIWF U11A 2 Y-+-, (W-�ICAL)BLOCK&,'P-+1-0'1 D.G. CP Y,(P.,- 410 A 4t to W.W.M. I -114K. 81-L.169TOWF-: PAVM FIELD. NOMWAL 20 BOTTOMWIDTH x 4-0 HIGH FL�rwt;, wsp ee , OVER (;�'THK SAWD &A&E PITC44 PAVER,WKFALe %&" PER F7 � I _ _ ( cr), PACK ClYr 9t9UCTUF,,,N� eeAM W1 ON OOMONClWi CLEAN! FILL WVN AWAY FROM HOUR. 0 VINYL, "\/,CUT 1-101,1.,OW 'l5P0+TSMM TINUOLIE0 GOLUMW WrrR Loll cot,-UmN CON + I 1 G-x& mcol,,TgeA-Sp 97pucrL. wwwl WOMIWAt, E,,-o-rTom Wjp-nA i1 `t cr7x P^4vlt'. bAE7C � CAPITAL DY 'lrRAVEWc)RTH IqC -O L-01,4G, * 4- RE114F fbARc-7 FIEU) PANT. 1 -0%42 GEMENT 0TL)GW FINISH: 0 IN e0t,614 PISR., t5oT, KAjL,,r HP5,E5 rIFIMC-NT IE7TUCCO (eM007H e, FINISHED DSAM WIDTH KNILJF 5Y '16ro" W.1!5jjICoW E�IAeTOMF�RIG F Kom �-A Wur weiemv TO I !�V-v 6 (,LK, MvAr, T/0 5L-Lje5T0Ne �0) FINIC-71-1 CDAIV&. �TUCW10 W OVFP, T/O 12611"JIF Como ple12 GALU 5PPMt>E�12 METAL t#" Mfa"ICA L*I' SXPA1,*I0W JOINT Z5� Y, 3!,�, Fmv6F--=-,(6L,6 bEA,�� W1114 -01 0,C 4, v JOINT 57IDS e)(RvS1Sv ely "A,7-115W FA9Tr:,-NFp CVF-P, I-M,�( "ExiPeR jUMlbo It-X CUTIAIS OF: fzZIWF GONG I-10'/�, rsp- 'ZY-2 (-LP, C-r-VA)1� 15ALUSTEKI.? W.,xVSF,-Ra5iemvF, &\RWmmAmur &Y :> 10%qt— 1 11 0 11 FmTriemll imuum ALL wmmr> 51-urco it IR i %TYp ! --1 12. WI DF- ELUr--OTO�4F- 7)Rr-� STONE 7Yp ArXeeoc�lee SUCH Ae WG VINYLcoKNEK WM, it 'TREAD '/2.'NK SMOOTH CEMEql STUCCO VI%K ngieH-rYP N D5T1A\j[., 5a(:Tj0W TIO !�XIS)T. �HPW FNP WALL. P0FCH Wr-,5T aAVE� SIN li 15Y RrAtzy Co., KLOW C-Kkm UP IeA�0& 2x; - 11-011 ftwx,H R-00f, 'S;URFACE. I itli 04. Skoblicki Renovation/Addition 1� "MIK Y I?- WIM NArSITOKE PE4ZIMF-TF- PO*50NRY FILL. As Ri�lRet;l 560 Youngs Ave, Southold, New York 11971 Miscellaneous Sections &Detail's SCALE: DRAWN BY. JOB NO: -TYf, -4 5 Reiqr- e,^K Af?C, As Shown ARS 135-1R 411 RB ul CHECKED: ISSUED: REVISED: ARS 2/1/19 4/26/19 �10�EGTM THROUGH N I?.�-W�PO� R G H- 01 OF � Iz - f LIL I -------------. 11 5Ttr FLASH'�, ----�� - — - — - _ 10, _ - - apIV fj _ it • `I OVE;IJ G tJ t TYP1 , OU le , I W�2T rL�VATiD 14 c: N Skoblicki Renovation/Addition 560 Youngs Ave, Southold, New York 11971 East and West Elevations C��F,EC t�cy/ SCALE: DRAWN BY: JOB NO: As Shown ARS 127-2L CHECKED: ISSUED: REVISED: ARS 2/1/19 OF - _ 99 R =-=------ - _ 5 _ 1 � G __._.. �� I i --�---- -- t. 50UT-dL.��/�.-�'l DIS. - 12 ' TDP Df MT, 12 __... .� TDP 0r- SUBm, -- 1= ' Skoblicki Renovation/Addition 560 Youngs Ave, Southold, New York 11971 North and South Elevations SCALE: DRAWN BY: JOB NO: As Shown ARS 135-1R Aq FC) CHECKED: ISSUED: REVISED: ARS 2/1/19 yT 01 Apra 1 OC OF T 43 00 A ���v�T oN � LEVAT IOK 7.' 5 T A p.-.- 0 0 SU S A}J—1 33 12" KAW&F 36,E A C -rHRU > FKI 4, 14 7 /Z 33" z4,11 V7 stwx CAT'G -LV ......... E-5 L �VAT IO �. K I TC Mf FLAN Skoblicki Renovation/Addition 560 Youngs Ave, Southold, New York 11971 Kitchen Plan and Elevations SCALE: DRAWN BY: JOB NO: As Shown ARS 135-1R U/,y cti x CHECKED: ISSUED: REVISED: ARS 3/28/19 (P 0yQ )015 `tl 0 N�---'4 OF NATE: VERIFY FL-00P, TO 2 vz I x WALL PL-A'rS GUT TO HST. IN FIE�LP, if WALL. WLIN-TrD RAAD- RNI- MYONP EASE OUT'50e CORtNPP,r-,D(SyF,5 OF WOOD PMC)12 'bo - 0 '41, Nye COM %CT04 r 7 0 2. J* A eAL.USrMK it + it it it it ';I PLAN k k PETA L P'WVIDE CONTINUOUS4-y 4- NEWEL Fv6r (ts oF� FUUL. SpIle- Fzl---D it 10 k21 C-LeAg MD OAK COVE TYP TRW MOULPIQCJ5 (VTNNF-D) ALONG JUNCTURO✓ WHERE W051M&5 CLeAJZ 0 STRINGERS. -Typ it SURFAM OF GYP W WALL 30 11P 30 01, 30 +ir 0TR446.15R, (fNm7W) YL Y, 3 apse TRIM (CLx'b'R CAST METAL WALL eW -r vz --j W#,LEr 5U9(=AC6 TO OF ERP 170 WITH SATIN NICKEL C0IJRTSR-1-7Ut4K SC�W GMN6e--TjC)p 5ILvm FINISPH by "Jutlus, &L-Um � co ';'IMO(boo 52-(0-(s?-q 3) e 4!-Q"O.C. MAX, IF,' DETAIL 5acTION RIANEO)RA-\1L rUU- 517-5 lit, ' Et,,VAT ION OF PO5T CAP -rop or- -mk,sym CALLED FALIEep Or- 2)-4s©N FLA?ARE OFFSET BULL SIZE NORTH Y& TO -MG EAT of !Zv-,% W FUU. HGT rz VAL,Lo,- FAcP- or- lme:'� V1&4r w, v ?ILIC-*4 ON 91TNk 91m Crr WINLIVI, I5TIA11p, WOOD Wm PONIENT FIWI5H��-:7 C41JA�10col WALL PLATE, ev-"`,LUerr6R'0' AND A550CIAIW 3-o .uz%70's�j 6ZUNmp' PouWm/' wev-SL. Poorr, cr.VF. MOUL.D(W--e GYP W.t New-L ro-�'T ARE TO 1�16 CLEARReV OAK -�fi^WSV P-6SR'5 AND T- < e?TKINIC269e) A4:kF- TO ec-- PANT5D, ......................... -3 i� + Skoblicki Renovation/Addition WALL. Ummp, TR6&v_c�: 560 Youngs Ave, Southold, New York 11971 (o4 FLAT)I? I(o"o.r, MAX. w m Miscellaneous Interior Details 1-NK, GYP E50• ow EACH SIDS. PJs�ow SCALE: DRAWN BY. JOB NO: As Shown ARS 135-1R RB CHECKED: ISSUED: REVISED: FAFF-TIAL, STAIRPL.,NQ 1 01 015 ypQ ARS 2/1/19 4/z6/m jt/i I -oil N OF Nailing Schedule Window and Door Schedule Exterior 130 M.P.H. Wind Zone within 1 mile of water Symbol Manufacturer's Type Rough Opening Lites Qty Swing Remarks Window x W x H Joining Elements Method Nail Type Nail Spacing A ADH21044 Double-hung 2'-10"x 4'-4" 3 equal 11 Lites to fit in 23 cottage top sash only 8 Rogue Valley 4631-V 3'-3"x 6'-11" 31 RH 3'0"x 6'8"dr"214"thick,1/16'veneer Doug fir, & Number 4-9/16"solid jamb.Bronze sill,true V-groove panel, Roof Framin (4)Satin nickel hinges,compression weather stripping, g interlocking sill,hardware by owner.Omit dental block shelf.LowE IG glass. Roof rafter to top plate toe-nail 3-8d per rafter C Rogue Valley 4631-V 2'-10"x 6'-it 3 1 RH 2'8"x 6'8"dr.,1%'thick,If 16'veneer Doug fir, Roof rafters to ridge,valley, toe-nail 4-16d 6-9/16"solid jamb.Bronze sill,true V-groove panel, or hip rafters face-nail 3-I6d (3)Satin nickel hinges,compression weather stripping, Ceiling joist to top plate toe-nail 3-8d per joist interlocking sill,hardware by owner.Omit dental block (Note: With ceiling joists installed parallel to rafters,the sit in of the toenails in the rafter and ceiling joist shall be a minimum of 3) shelf.LowE IG glass Ceiling joist parallel to rafter face-nail 3-16d each overlap D FWGD60611R Gliding Patio Dr. 6'-01/8"x 6'-11" 1 1 Encino hardware Satin Nickel,White Screen,ext keyed lock Ceiling joist laps over partitions face-nail 3-16d each overlap Blocking between rafters toe-nail to top plate 3-8d E 6436 Gliding 4'-0"x 3'-6" 1 1 White interior finish,rotating handle in Satin Nikkei Blocking between rafters toe-nail to rafter 2-8d each end Collar tie to rafter face-nail 4-8d through overlap F ADH2644 Double-hung 2 -6"x 4'-4" 3 equal 2 Lites to fit in 2:3 cottage top sash only Rim board or subfascia to rafter end-nail 2-16d each end G ADH3444 Double-hung 3'-4"x 4'-4" 4 equal 1 Lites to fit in 2:3 cottage top sash only Roof High Wind Clips and Straps H ADH2640 Double-hung 2-6"x 4'-0" 3 equal 6 Lites to fit in 23 cottage top sash only Ridge tension strap to top of rafters face-nail 6-8d per rafter I ACW2638 Casement 2'-6"x 3'-8" 4 specified 1 RH Grille patten,to match Cottage Style DH units w/2%"Sim- Roof with ceiling joist and face-nail to rafter 6-lOd per rafter fractional ulated lite meet'g.rail&Traditional fold'&Satin Nickel hardware rafter connection: "Simpson face-nail to double top plate 6-10d per rafter J AAN2620 Awning 2'-6"x 2'-0" 3 equal 3 2 window 4-9/16"jamb,1 window 6-9/16"jamb H10-2"hurricane ties(required @ each rafter) K ADH21050 Double-hung 2'-10"x 5'-0" 3 equal 2 Liter to fit 2:3 cottage top sash only,provide units with Girder/Truss connection to 1-5/8"ATR(All-thread rod) 1-14-SDS 1/4x 3 per truss "Window Opening Control Device kits",White,factory installed double wood top plate"Simpson 1-5/8"ATR(All-thread rod) 22-10d (for MGT) per truss L ADH2658 Double-hung 2'-6"x 5'-8" 4 equal 2 Lites to fit 2:3 cottage top sash only fasteners#MGT/PHD5-SDS3 and header and stud M ACW21044 Casement 2`-10"x 4'-4" 4 specified 3 (1)RH Grille pattern to match Cottage Style DH units w/2'A"sim- Roof Sheathing fractional (2)LH ulated lite meerg.rail&Traditional fold'g,Satin Nikkei hardware At roof rake dr plywood sheets sa 4„o.c. Door Schedule (Interior) above rake and lookout rafters Within 4'perimeter edge zone at edge of sheathing 8d 6"o.c' Symbol Window x Manufacturees Type �X H g Lites Qty Swing Remarks (Within 4'of the perimeter edge 4the in field of sheathing 8d 6"o.c. roof,including 4'on all sides of the roof 1 L2020 2-4"x 6'-8" peak,eave and gable edges except at roof 2 L2020 2-8"x 6'-8" LH pre-hung LH pre-hung rake and lookout rafters.) 3 L2020 2'-6"x 6'-8" LH pre-hung Within the interior zone of at edge of sheathing 8d 6"o.c. 4 L2020 2'-6"x 6'-8" LH pre-hung the roof(More than 4'auary from the in field of sheathingSd 12"o.c. $ L2020 2'-6"x 6'-8" Slab only,use ball bearing pocket dr.hardware 6 L2020 2'-0"x 6'.8" roof edges and peak.) 7 L2020 2'4"x 6'-8" RH pre-hung 8 L2020 2'-6"x 6'-8" LH pre-hung Roof Covering 9 L2020 2'4"x 6'-8" LH pre-hung 10 L2020 2'-6"x 6'-8" RH pre-hung 11 L2020 2'-6"x 6-8" RH pre-hu ngFiber lass/As halt striproof shingles 6-12 gauge shanks r shingle 12 L2020 2'4"x 6'-81 pair(Hot-diped, alpanized steel nails with a minimum 13 L2020 2'4"x 6'-8" 2 1 pair 3/8"diameter head,nail to extend min.1/8"through 14 L2020 1'-6"x 6'-8" 2 1 parr bi-fold roof deck,ASTM F 1167,of U.S.A.or Canadian mfg.) 15 L2020 i'-6"x 6'-8" 2 1 pair bi-fold 16 L2020 2'4"x 6'-8" RH Orr-hung Wall Framing Upper top plate to lower plate face-nail 2-16d per foot 1. All window and exterior patio gliding door units to be A-Series by Andersen.Gliding window to be Andersen 400 series. Top plates at intersectionsface-nail 4-16d joints-each side 2. Exterior cola on Andersen units to be White. 3. Interior wood species to be pine with Andersen"Birch Bark Paint" Stud to stud face-nail 2-16d 24"o.c. 4. All awnirrrrgg windows to have"Contemporary"folding operator handles,and lock and keepers in Satin nickel except for fixed stationary unit In stairwell. Built-up header,piece-to-piece face-nail 16d 16"o.c.along perimeter 5. Provide'°'TruScene"insect screens with white frames for all new windows. Continuous header to stud toe-nail 4-8d 6. Divided light windows will be full divided light units with metal spacers and 3A"grill widths. Top or bottom plate to stud end-nail 3-16d per 2 x 6 stud 7. All windows to have corrosion-resistant,stainless steel/sea coast hardware,housings and components. Stud to sole plate toe-nail 4-8d 8. All units to have Low E•insulated glass. Bottom plate to floor joist,rim joist, face-nail 2-16d per foot 9. AU exterior units to have 51/2"installation clips at jambs for house for 6"wails. end joist or blocking 10. All window stools to be custom 5/4"thick clear white pine with buil-nosed edge,returned at casing corners. Endwall corner studs(Shearwall) face-nail 2-16d 6"o.c. 11. All Interior doors to be flat panel,Premium Composite L-Series 2020(2 panels per door),pre-primed by Jeld-Wen. 12. Alt interior doors to have the"No Sticking"profile. Shearwall plywood panel face-nail 8d 3"o.c.@ perimeter edge 13. All interior doors to have Satin Nickel hinges. 14. See first floor plan for window frame jamb depth dimensions.Jamb depth for second floor windows to be 6-9/16",except for awning window J,4-9/16',in stairwell Walls High Wind Ties,Straps and Anchors Header over jack stud at non-impact face-nail 16-10d per strap glass windows do at header to double jack stud @ impact resistant windows "� 3" THKU iC00r ,,EAi ,T OF KIMt "Simpson#LSTA21" N required @ each end) Jack stud to rim joist @ all windows face-nail 14-10d per strap { "Simpson#LSTA18" — Stud to sill to rim joist to sill plate face-nail 16-10d 16"o.c. "Simpson#LFTA _-t ---- i . __T EATH KA, CN 1LHE) 5/8"mudsill anchor bolt embedded 15" 6"-12"within end of 1/2 t3�.T H /ltASTl;i2 ! I I each plate,6' O"o.c.max ( I ��F A/? Corner Holddowns(@sidewalls) screwed 14-t/,"x 2 1h "SDS per holddown "Simpson# HDU5-SDS2.5 embedded 1/4" 5/8"diameter rod per holddown screwed down with nut 3 "bSi I �0g6wn "Simpson LBPS /$" - t end of plate,1 per bolt I I ( 4„ - Wall Sheathing I i I WASHCIe tun I. (P �1\ Q� Ot )05 O At all locations 2" 2.. 8d 6"o.c.at plywd.edges C..V. ( C.D, Floor Framing 12"o.c.in plywd.field I Joist to sill,top plate or girder toe-nail 4-8d per joist — Bridging to joist toe-nail 2-8d each end Blocking to joist toe-nail 2-8d each end lem, _ Blocking to sill or top plate toe-nail 3-16d each block `� jC,l t'Gj�#L�N Ledger strip to beam face-nail 3-16d _ each joist I I i I Skoblieki Renovation/Addition Joist on ledger to beam toe-nail 3-8d per joist I 560 Youngs Ave, Southold, New York 11971 ce Band joist to joist a ll 3-16d per joist I I I Band joist to sill or top plate t2-16d per foot Nailing&Door Schedules, Plumbing Schematic i I Floor Sheathing i I i SCALE: DRAWN BY: JOB NO: As Shown ARS 135-111 At ail locations 8d 6"edge/12"field G C. IF r— —t;Jl,l. 19c15TG i Ceiling Sheathing /—HOU6911CAP 4 A A. 10 CO U WTY AMOV iIEG CHECKED: ISSUED: REVISED: 5Y5T(<M Gypsum wallboard 5d coolers* 7"edge/10"field WA yT t t,i S po5,al. ARS 2/1/19 4/2ili't .PLUMNNG 6CHVAAT1C OF CAL.L,Bp ND DTH i--- - Pr�Tec-r'ED 3 I ....... E ( PTS GL.1:5 MARKER "e - ARE lVTING TO RE4 Ai14) U i I ! f i I . E -- 01 WP UF t2N r- a GAFF i p( f i 44- STOW I to -nr NOW 1�51NG MIP - T\ i L�t7 1�f 3lrR Lt GFtt1 N G TAPFt7 i I I �, I a i s ` �� \ I LGt EQ Tb UNGERoipt or NOSIU& I I (� w1~T LOc a;TiatJ;270�K W 42 r-F 425. ^ ` p WP GFl ( 3 I WP f � WP„ -�� - 42 AFF J FlKe77 FLZM eLeGTRIGAL, FL..AN - SEC pwG, E2_ Fd K 6'-(M94L j,"e w'v Notes: 1. The contractor shall provide all labor,equip.&materials and perform all operadom as shown on drawings. 2. The installation shall be in accordance with the National Electric Code, BOCA,all NFPA - regulations and municipal ordinances. 3. The contractor shall obtain and pay for any permits required for the installation of the specified work. Ai co 4. All electrical equipment shall be U.L.approved. 5. Contractor shall furnish fire underwriter's inspection certificate. �C���`� 6. Door chimes by Nutone(locate in stairwell). Q n��R.st�q y 0 7. Recessed ceiling cans throughout house to be Halo,Lightolier or architect approved �►, , "`"_ " ',W �"- equal.Mini downlights to be low voltage halogen MR 16's.8. t Recessed light over showers with diffuser by Halo(alternate:Lightolier). yOQ- 9. Ceiling fans by Hunter,style to be selected by owner,custom length pole. t 10. Smoke detectors-provide photoelectric,interconnected,non-ionization type in every NE bedroom(as req'd,),hallways and within 5'of kitchen. 11. Stereo speaker Dations to be chosen by owner and approved by architect. Install speakers in ceiling/wall and paint over grill face. 12. All switches to be Lutron or architect approved equal. Style and color of receptacles and switch plates to be selected by Owner. 13. Provide whole house surge protector at panel box. 14. Provide connections for future"stand alone" 10K back-up generator. Skobfidd Renovation/Additicm 15. Carbon monoxide detectors to be interconnected,placed in a common area on any story 560 Youngs Ave, Southold, New York 12971 having a sleeping area,fuel-fired equipment or fireplaces. 16. Combination smoke and carbon monoxide detectors are permitted if UL listed for such Elechical Plan use 17. Both smoke and carbon monoxide detectors to have power interruption battery back-up. 9CAM- DRAWN BY. X0 NQ As Shawn RB MIR Com: ISSUM. RBvlr&v. ARS 2/1/19 4/26/141 Of 2 GALLED NORTH + AFF GF I — - Duplex Receptacle QDuplex Floor Receptacle A wruG.F.I.Receptacle /� . --- / Quadruplex Receptacle a j; 1 . NU a Weatherproof Duplex Receptacle -�---�— WP \ ^ R 92k= Range I ; �_`�� _.. .._.__ � �, Switch j i -- \ E Jjamb switch j3 3-way Switch ov I c Dimmer Switch Telephone Jack \ I I 'mp I fib ry Cable TV Jack LH Chimes Doorbell Adjustable Low Voltage Recessed Light Fixture r= Under Counter LED% max light string 2700 Kelvin I Wall Mounted Light Fixture(type to be selected by owner) Downlight Pendant Fixture + Surface Mounted Light Fixture �rz o r. rrc,.rrc � 42" ,cfF � ® Track Lighting — / Q� Special Purpose Outlet o Surface Mounted Paddle Fan U Q Thermostat — O Humidistat Controlled Exhaust Fan wry r-C-M—PI Carbon Monoxide Detector 0 Smoke Detector S/CMD Combined Smoke and Carbon Monoxide Detector err �F FKH/kUOzT FAN Skoblidd Renovation/Addition 5W'Yomgs Ave, Southold,, New York 11971 Electrical Plan C;, N• J,c; �� SCALE: DRAWN BY: JOB NO: cy As Shown RB 135-1R kr ? n >A . n r rye'66 rr N .0� •5'�� .- �p� CHECKED-. Iza'S'I3ED: REVISED: ARS 2/1/19 4/Z6/1 cap 2