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HomeMy WebLinkAbout44570-Z �SufFot� ., opo, COG Town of Southold 5/26/2022 P.O.Box 1179 53095 Main Rd off`; Southold,New Fork 11971 CERTIFICATE OF OCCUPANCY No: 43099 Date: 5/26/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 125 Bow Rd., Southold SCTM#: 473889 Sec/Block/Lot: 87.-2-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/3/2017 pursuant to which Building Permit No. 44570 dated 1/3/2020 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: accessory garage with attic storage as applied for per ZBA#7027, dated 3/16/2017. The certificate is issued to Murnane,John&Theresa of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL, ELECTRICAL.CERTIFICATE NO. 41627 10/31/2018 PLUMBERS CERTIFICATION DATED A ho 'ze Si nature ZG , TOWN OF SOUTHOLD o�oSUFFoc�G BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 4:4570 Date: 1/3/2020 Permission is hereby granted to: Murnatne, John 1413 Terrace Blvd New Hyde Park, NY 11040 To: . Construct an accessory garage as applied for per ZBA approval. Replaces BP#41 627 At premises located at: 125 Bow Rd., Southold SCTM # 473889 Sec/Block/Lot# 87.-2-3.3 Pursuant to application dated 1/3/200 and approved by the Building Inspector. To expire on 7/4/2021. Fees: PERMIT RENEWAL $207.00 Tota : _$207.00 Building Inspector su atcT®WN OF S®6J THOL® o� BUILDING DEPARTMENT. TOWN CLERK'S OFFICE SOUTHOLD, ANY Vii® a• BUILDING PERMIT THIS PERMIT MUST BE KEPT ON THE. PREMISES MLSES. WITH ONE SET OF APPROVED PLAINS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41627 Date: 5/11/2017 Permission.is hereby granted.to; Murnane, John 1.413 Terrace Blvd New Hyde Park, NY 11040 To: construct ars accessory garage as applied for per ZBA approval. At premises located at: - 125.Bow Rd., Southold . SCTM # 47388 Sec/Block/Lot#`87.-2-33 Pursuant to application dated 5/3/2017 and approved by the Building Inspector. To expire on 11/10/2018: - Fees: ACCESSORY:. $364.00 CO -ACCE RY BUILD $50.00 T tal: $414.00 Building Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN BALL 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$15.00 Date. 10311-7 ,. New Construction: Old or Pre-existing Building: (check one) Location of Property: lzo' House No. Street Hamlet Owner or Owners of Property: . H Suffolk County Tax Map No 1000,Section DryBlock 69Lot Subdivision Filed Map. Lot: Permit No. Y I(0 0? Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (ch ck one) Fee Submitted:$ 50 ant Signature Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �i � `:�"` a® roger.richerta-town.southold.ny.us Southold,NY 11971-0959 ®Ull�'1,� BUILDING DEPARTMENT - TOV07N OF SOUMOILD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: John Murnane Address: 125 Bow Rd City: Southold St: New York Zip: 11971 Building Permit#: 41627 Section: 87 Block: 2 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: RKS ELECTRIC License No: 3021-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY. Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 5 HID Fixtures `Service 3 ph Hot Water GFCI Recpt 6 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel" 80a A/C Blower Range Recpt Fluorescent Fixture Pumps ,Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 3 Twist Lock Exit Fixtures TVSS Other Equipment: Notes: i Inspector Signature: Date: October 31 2018 81-Cert Electrical Compliance Form.xls .� fSU cou TOWIN "O ;B u 'N LD BUEL ENG- DEPT,!. 766-1902 , -SP . CTION . [ ]• I,OUNDATM. 1 ST [ ] ®UGH:PLOG. [ �. UNDAI'IOI� 2ND [. , iNSULATICN [ FLAMING / S1 PPII�G [ FINAL [ ] FIREPLACE CHIMNEY [,, .].'FIRE-SAFETY ENSPE.C`PI N `R FIR� ESIS�'ANT CONSTRUCTION [' -] FIRERESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FWAL) REMARKS;60w ® �S '� GAJI " t DATE lhlilwk NGPECT � - ®SOF SOUIyo� °lyc0UN1I�`y' 7664 802 11 ss'i Ili r kECT r q,'lAULATlOWCAU,LK�NG_ FRAMING /STRAPPING Q FINAL FIREPLACE-&CHIMNEY FIRE-'SAFETY �NSPECTOCN FIRS RESISTANT NSTRUCTBCW _.[ I SIRE RESISTANT PEN ETRATI R ELECTRICAL (ROUGH) 1 ELECTRICAL'(MNAQ . .� CODEVIOLATION I PRE C/O REMARK& a4kt DATE RNSPECTR "HY=CT -- MARK,SCHWARTZ &.ASSOCIATES 28495 N ain Road 4,qur. NY 119» PO Box 933®Calc lto 631.734:4185 1 sarchitcct.com December 21,2020 cc ,y J Southold Town Building Department DEC 2 ' moi, 54375.'Main Road 2020 Southold,New York 11971 Re: Murnane property 1 r V 125 Bow Road Southold,NY SGTM#1000-87`02-33 Permit#44570 To whom it may concern, I have been on during,the construction phase for the aforementioned<project. 'The foundation and - •� footings have been constcucEed:as per'plans and to the best of my knowledge meet or exceed NYS code. Please call this office with any questions you may have. Sincerely, F X{4 Mark Schwartz I� AIA lnt l.it:It..i.:',�`d i[ .1!tic• - t�.,�lM1il �«�el��'/al,iJa`"� ,? . .. a �: ��A► ! "'; 6 �/ `� `� � ,5 i�w_-...- 3-m.... a +��..' � /'G.l ,} .�Y'R, ��2._, YIU l�w'�...�A-� ° �.►. �f<� _�/�,nl ��``' .. "'`..—u •i ! • i - - _- ate: �t ! AT ION.PIA, M �l'•(-r^L'i►"el►`a�l�/1��II�wa�iiAa v �1,��:.�.L..,B.�i�l r � NU e. �. 10 _ - ri 'a, N ee I s' 1►h T�' - s�� , _r 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)765-9502I � Survey SoutholdTown.NorthFork.net PERMIT NO.�A. ` Check- 01 Septic Form N.Y.S.D.E.C. D���0� n� Trustees V C.O.Application 0 Flood Permit Examined 20 PD Single&Separate Storm-Water Assessment Form MAY — 3 2017 Contact: Approved 201-4 Mail to: Disapproved a/c p OF SO OL Phone: Expiration 20 ' Building Inspector APPLICATION FOR BUILDING PERMIT Date ® Ui 20 INSTRUCTIONS a.This application MUST be 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 premises,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 shall 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,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,age t,architect,enp4neer,general contractor,electrician,plumber or builder Name of owner of premises O V r (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. Lpc�ioy,of 1�on w ic�ropo,�ed�work will be done: House Number Street Hamlet'') County Tax Map No. 1000 Section Block 07, Lot �, Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise .,and' t nded use and occu ancy of proposed cons c on: a. Existing use and occupancy 1 �LF+t%q . QWr LL 1 ti � b. Intended use and occupancy „54 rl� tA ® IA (2&R047a IC 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work —60fie 6& (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business,commercial or mixed occu fang,scify nature and extent of each type of use. 7. Dimension” e�tisting structfit�es,if afiy:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction:Front Rear Depth Height Number of Stories 9. Size of lot: lar Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated K'f® 12.Does proposed construction violate any zoning law,ordinance or regulation?YES>(NO 13.Will lot be re-graded?YES NOVWill excess fill be removed from premises?YESXC NO 14.Names of Owner of pre 'ses V Q address Phone No. Q &4 c f Name of Architect Address Phone No VyLkr Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO) *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BkAEQUIRED. 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) Z 0 p D COUNTY OF v L C n; N T -<� ng duly sworn,deposes and says that(s)he is the applicant c (Name of individual signing contras)above n ed zvPW0 rtt Z o nrn (S)He is the AcArmr- -u rn v W .(Contractor,Agent,Corporate Officer,etc.) �c � 9r N m D of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; C f O that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be Z C o Z rn performed in the manner set forth in the application filed therewith. Z Sworn tdo before me this Y day of ML7 Qd T. tary Public Signature plicant Scott A. Russell ,��° � STORI��l WA' IER. a �l[A NS,A,G IMI EEI T SUPERVISOR � SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLWWING, (CHECK ALL THAT APPLY) Yes No ❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on-FIRM--Map-of-any-wal-ercourse.- ❑ 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 Tag 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. S.C.T.M. 1000 Date: APPLICANT: (Property Owner, rof—conal,Agent,Contractor,Other) w p„trict � 7 op NAME: (vim Section Block Lot FOR.BUILDING DEPARTMENT USE ONLY Contact Inforroatiort Reviewed By: 1 — — — — — — — — — — — — — — — — — — Date: �_3,-y Property Address / Location of Construction Work: — — — — — — — — — — — — — — — — — /� / yry Approved for processing Building Permit. I Z 5 60 VU �,/ — — Stormwater Management Control Plan Not Required. Sau�}� ® Stormwater Management Control Plan is Required. —7—' (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 �i1fFOt� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 . roger ricl�ertCc�town:so�itllold.ntr:is: AP.PLICATION.FOR ELECTRICAL INSPECTION. REQUESTED BY: Date:' Company Name: Name: �ey ticI I h1 License No.: �n� ('(� email: Or,.P Address: a Z N 1 . .:.. Phone No.,! .. JOB SITE INFORMATION: (All Information Required) Name: -:SOWN MUM A0 Address: 1 . Cross Street: Phone No.: Bldg.Permit#: lc? e email. .. _. Tax Map District: 1000 Section: "7 Block: . y BRIEF DESCRIPTION OF WORK(Please Print Clearly) LJI�tNC� -/D �s�tTs]a�- �. Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YES QjO Issued On ... Tbmp Information: (All information required) Service Size 1 Ph 3 Ph Size: .. A # Meters ._ _ Old Meter# New Service- Fire Reconnect- Flood Reconnect- Service Reconnected -Underground -Overhead Underground Laterals 1 2 H Frame Pole Work,done on Service? , Y N..... Additiorsal Information: PAYMENT DUE WITH APPLICATION. CP 82-Request for Inspecpon Form.xis 1\lJ i -0b� ' FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 31, 2016 TO: Mark Schwartz (Murnane) PO Box 933 Cutchogue,NY 11935 Please take notice that your application dated October 20, 2016: For permit to construct addition and alterations to existing single-family dwelling and a new accessory garage. Location of property: 125 Bow Road, Southold,NY County Tax Map No. 1000—Section 87 Block 2 Lot 33 Is returned herewith and disapproved on the following grounds: The proposed addition and alterations to the existing dwelling, on this nonconforming 18 858.9 sq. ft. lot with three front yards 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 minimum front yard setback of 35 feet and a minimum rear yard setback of 35 feet. The proposed addition has a front yard setback of 34.8' and a rear yard setback of±22'. In addition,the proposed accessory garage is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard The plan shows the proposed garage located in a front yard. all Auth ized Si ature 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 OF S0 Southold Town Hall Leslie Kanes Weisman,Chairperson ��� yQl 53095 Main Road•P.O.Box 1179 O Southold,NY 11971-0959 Eric Dantest [ Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank �� 54375 Main Road at Youngs Avenue George Horning '`Q ( g ) Kenneth Schneider CQ�NTYSouthold,NY 11971 http://southoldtown.nordgork.net Dlei. KING BOARD OF APPEALS TOWN OF SOUTHOLD MAR 2 2 2017 (631)765-1809•Fax(631)765-9064 RECEIVED BUILDING D GS,DELIBERATIONS AND DETERMINATION TOWN OF SOUTH MEETING OF MARCH 16,2017 MAR 2 1 2017 ZBA FILE: 7027 Uuthold Town Clerk NAME OF APPLICANT: John and Theresa Murnane PROPERTY LOCATION: 125 Bow Road, Southold,NY SCTM No. 1000-87-2-33 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 H category of the State's List of Actions,without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not referred as required to the Suffolk County Planning Department under Administrative Code Sections A 14-14 to 23. 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 FACTSMESCRIPTION: The property is a 18,858.90 sq. ft. parcel located in R-40 Zoning District. The parcel measures 210.00 feet fronting Bow Road, along the northerly properly line,measures 87.746 feet fronting Tepee Trail, along the westerly property line, measures 69.04 feet fronting Arrow Lane, along the easterly property line, and 232.22 feet along the southerly property line.-The property is improved with a two story frame home with an attached garage as shown on a survey prepared by Paul Barylski, Land Surveying, dated September 23, 2016. BASIS OF APPLICATION: Request for Variance(s) Article III, Section 280-124 and the Building Inspector's October 31,2016 Notice of Disapproval based upon an application for a permit to construct additions and alterations to an existing single family dwelling and new garage, at: 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet; 3) accessory garage located in other than the code required rear yard, located at: 125 Bow Road, Southold,NY, SCTM# 1000-87-2-23. RELIEF REQUESTED: The applicant requests variances on this non-conforming 18,858.9 sq. ft. parcel, fronting three town roads and having three front yards,for a second floor addition, requiring relief of 34.8 feet front yard setback where 35 feet is required and 22 feet rear yard setback where 35 feet is required. In addition, relief is required for a proposed detached accessory garage to be located in the front yard instead of the required rear yard. Page 2, March 16, 2017 #7027, f lurname SUM No. 1000-87-2-33 ADDITIONAL INFORMATION: The appeal involves a non-conforming 18,858.9 square feet parcel in R-40 Zoning District. The surrounding community consists of many non-conforming improved parcels of similar size. The agent for the applicant provided the Board with ZBA prior determinations for six (6) similar setback variances granted by this Board; one of which relates to an accessory garage. In addition, included with the six determinations is one variance for a property that has three front yards, which is similar to the applicants' property. The agent agreed to provide this Board with the corrected site plan showing the rear yard setback of 22 feet(shows 26.1 feet in error). During the public hearing, the applicants' agent testified that the second story of the proposed accessory garage will be used solely for storage. When asked about the dimensions of the proposed garage dormers, it was affirmed that the proposed dormers conform to the Town Code requirements. One neighbor submitted a written objection regarding the proposed detached accessory garage structure in the front yard,because the Nunnakoma Waters Homeowners Association covenants and restrictions states"No structure shall be permitted on the premises other than a single family residential dwelling with one private garage,"and an attached garage already exists.Additionally,the proposed two story accessory garage is"out of character with the scale of the adjacent one story residences."However,the Board notes that the existing attached garage is proposed to be converted to habitable space. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on 3March 2,2017 at which time written and oral evidence were presented. Based upon all testimony, documentation,personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law §267-b(3)( )(1). Grant of the variances requested will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The subject property is close to the northern end of the subdivision. The lot is long and narrow fronting on three roads. The proposed second story addition over an existing one story attached garage, which is proposed to become habitable space on both floors, will not change the existing footprint of the subject dwelling. Based upon personal inspection of the subject neighbor by the Board membdrs, accessory garages do not appear to be characteristic of this neighborhood 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant to construct the accessory garage cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. There is insufficient area in the conforming rear yard to construct an accessory garage, and an attached screened porch exists on the easterly side of the as built dwelling which makes attaching a garage there impractical. Since the applicant proposes to build a second story over the existing attached one story garage for additional habitable space on both floors, the non-conforming setbacks of 34.8 feet front yard and 22 feet rear yard already exists; therefore approval to add a second floor cannot be achieved by any method other than area variances. 3. Town Law 4267-b(3)(b)(3). The variance granted herein for the proposed accessory garage in the front yard is mathematically substantial, representing 100% relief from the code. However,the applicants' property has three front yards and no functional rear yard which creates hardships when proposing to further improve the property. Further mitigation for variance relief results from the proposed front yard setbacks of 35 feet and 43.9 feet which are the setbacks required for a principal structure. However, the r Page 2, March 16,2017 #17027, Miurname SCTM No. 1000-87-2-33 applicant could reduce the height of the proposed three car two story garage to reduce the overall visual impact of the proposed non-conforming front yard location and make the scale more in keeping with the numerous one story residences in the subject neighborhood. The variance for the front yard setback of 34.8 feet where the•code requires 35 feet is de minimus. The proposed rear yard setback of 22 feet where 35 feet is required by code is 37% relief and is substantial. However, no increase in the degree of nonconformity is being proposed and the.designated rear yard of the property actually functions as a side yard for the as built dwelling. . 4. Town Law §267-b(3)(b)(4) No evidence has been submitted to suggest that variances for the proposed additions and alterations to the dwelling 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. However, since accessory garages are not typical in the subject neighborhood, the proposed two story 3 car accessory garage in the proposed front yard location would adversely impact the character of the neighborhood. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the rear yard and side yard setbacks and the accessory structure location are the minimum actions necessary and adequate to enable the applicant to enjoy the benefit of a newly renovated home with detached garage in the front yard area 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 Goehringer , seconded by Member Weisman(Chairperson), and duly carried,to GRANT the variances as applied for, and shown on the site plans, entitled S-1, and A-1 through A-7, prepared by Mark Schwartz,Architect,dated November 7, 2016. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The proposed accessory garage as shown on S-1 of the site plan and architectural plans and elevations titled A8 and A-9 all as prepared by,Mark Schwartz, Architect, dated November 7,2016,shall be revised to a one (1)story accessory garage. 2. Revised plans for a one (1) story accessory garage must be submitted to the ZBA for approval which will be stamped and forwarded to the Building Department as approved before any building permit may be issued. VC 3. The proposed accessory garage shall remain unheated, contain no habitable space, and be used strictly for storage. 4. The as built shed close to the southerly property line shall be removed, as noted on the site plan cited above. Page 2 ,March 16, 2017 1#7027, or" SUM No. 1000-87-2-33 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when ie conforming to the present issued. Any deviation from the survey, site plan and/or-architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized 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), Schneider, Horning, Dante and Goehringer. This Resolution was duly adopted(5-0). Leslie Kanes Weisman, Chairperson Approved for filing 3 /-O /2017 .� IL `14 S" 1 D -I-- '14 5- -7 �, BOARD MEMBERS ®� S®�� Southold Town Hall .Leslie Kanes Weisman,Chairperson �� ej®� 53095 Main Road • P.O. Box 1179 <a ® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. �° � �® 54375 Main Road (at Youngs Avenue) Nicholas Planamento ®�,�00U TiSouthold,NY 11971 http://southoldtownny.gov �,;` D } ` ZONING BOARD OF APPEALS ! TOWN OF S OUTH[OLD Tel.(631) 765-1809 •Fax (631)765-9064 !I Ay 1 8 2022 EXTENSION DETERMINATION One Year Extension Regular Meeting of May 5, 2022 ZBA FILE: # 7027 NAME OF APPLICANT: John and Theresa Murname PROPERTY LOCATION: 125 Bow Road, Southold,NY SCTM No. 1000-87-2-33. BASIS OF APPLICATION: Request for Variance(s) Article III, Section 280-124 and the Building Inspector's October 31,2016 Notice of Disapproval based upon an application for a permit to construct additions and alterations to an existing single family dwelling and new garage, at: 1) less than the code required minimum front yard setback of 35 feet, 2) less than the code required minimum rear yard setback of 35 feet, 3) accessory garage located in other than the code required rear yard, located at: 125 Bow Road, Southold, NY, SCTM# 1000-87-2-23. DATE OF PUBLIC HEARING: March 2, 2017 This request for variances was originally Granted as applied with conditions, as listed below, on March 16, 2017. By letter, dated March 29, 2022, John and Theresa Murname, Owners, requested an-year extension of the Variance Relief. SUBJECT TO THE FOLLOWING CONDITIONS• 1. The proposed accessory garage as shown on S-I of the site plan and architectural plans and elevations titled A8 and A-9 all as prepared by, Mark Schwartz, Architect, dated November 7, 2016, shall be revised to a one (1) story accessory garage. 2. Revised plans for a one (1) story accessory garage must be submitted to the ZBA for approval which will be stamped and forwarded to the Building Department as approved before any building permit may be issued. 3. The proposed accessory garage shall remain unheated, contain no habitable space, and be used strictly for storage. 4. The as built shed close to the southerly property line shall be removed, as noted on the site plan cited above. RESOLUTION OF THE BOARD: A motion was offered by Member Weisman (Chairperson), seconded by Member Planamento and duly carried, to GRANT, the applicants' request that the above cited determination be extended for one year from March 2022 to expire on March 16, 2023 as per Chapter 280-146 of the Code of the Town of Southold. This will be the final extension. Vote of the Board: Ayes: Members Weisman (Chairperson) Dantes,Acampora, Planamento and Lehnert. This Resolution was duly adopted -0). slie Kanes Weisman, Chairperson Approved for filing -5— / /7 /2022 ? t John & Theresa Murnane 125 Bow Road Southold NY Town of Southold ZBA 02� 54375 Rte 25, APR. 0 Southold NY 11971 xn �, March 29' 2022 Re Murnane, 125 Bow Road Southold Request for Extension of ZBA approval To whom it may concern, We are hereby requesting an extension of ZBA approval so we can complete the basement window egress, we thought we might get some relief on this requirement because it was not called out for on the original plans, Mark Schwartz (Architect) has since filed an amendment to show new basement window egress, all other work has been completed and inspected, I apologize for not getting this work done within the time period allowed, with covid and other things going on in our life we overlooked this and the time slipped away, we respectfully request an extension so we can complete this work, we plan to start this work as soon as we have approval Thank you so much for your consideration John &Theresa Murnane SURVEY OF: PROPERTY LOCATED AT SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK p ECC V S.C.T.M. # 1080-87-2-33 1/ AREA = 18.858.9 SF. SCALE: 1"=40' JUN 1 8 2018 NOTE: THE EXISTENCE OF RIGHT OF WAYS. BUILDING DEPT. WETLANDS AND/OR EASEMENTS OF RECORD IF ANY. NOT SHOWN ARE NOT GUARANTEED. TORIN ov soLrmoLD PROPERTY KNOWN AS LOT 15 AS SHOWN ON MAP OF NUNNAKOMA WATERS ELEVATION REFER TO 1988 NAVD D -ELEVATIONS SHOWN THUS 1� ✓ O 1'I ROAD EDGE OF PAVEMENT I N 89012'00"E f� 210.00' TEST W I� HOLE Ln O N U) O TEST HOLE DATA o r M 45.5 rn w rJo (NOT TO SCALE) . 'or34.8' 30,0 O BY: ROY K. REISSIG. PE O [ � _ 20.1 in CONCRETE m SEPTEMBER 3. 2016 4 4:00 PM �I O BRICK r 2 STORY n� FOOTING (u' O DRIVEWAY FR. RES ca Z FF EL 20.5 0.0'-0.2' TOP SOIL/LOAM PT r, ca 50.3 N 0.2'-1.5' FINE SILT SM w V00 s Go PALE BROWN BRICK SHED 9 "w SILTY SAND SM CONC. N PATIO Q MON. SHED S LIJ 2.5'-5.0' BROWN SAND SP N 88011'10))W STOCKADE FENCE CONC. 1.5'/N 11 BROWN SAND. L•1 116.22' O.L. MON. ! Q E r 5.0'-6.0' AND GRAVEL SP I 1 @� B RYA �i O LIGHT BROWN 6.0'-17.0 SAND a GRAVEL SP LOT 18 NO WATER ix LOT 19 n 050782 OFASECTORIZED ON 7209LOFRATION OR THE NEW YORK ADDITION EDUCATION LAWS A VIOLATION `Q LAND CJV COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS INKED OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES OR CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY.GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SURVEYED B Y: PAUL BARYLSKI LAND SURVEYING PATCHOGUE NY 11772 PHONE 631-294-6985 FAX 631-627-3186 PAULBARYLSKIaYAHOO.COM SEPTEMBER 23, 2016 2353-1 2-27-2018: FOOTINGS LOCATION REVISIONS: 0 D B \x/ APR - 70NING BOARD Or ,APPEALS 210-00' N 89012'0" E CONSTRUCTION ENTRANCE N PROPOSED ASPHALT U3 DRIVEWAY 0- omp 0- uj I O L Doz rn Qi 00 ------ - ------- --------------------1:------ 0 - - ----------------- ------ CATCH BASIN -- - -- - ---- ----------------- 0 w/B'x5' 4 ------- - - - - -------------- I DRYWELL ------ - --- 43-Y M El 11.1 0 z DaSnNG DECK I AND SCREENED ad r- PORCH TO BE REMOVED 30.0, ----------- —I :ONC� —,�y iffr,06P i 1ZACSHOUf M 34.8' 7xv s=? 16.0' -d 20.01 Mu SCREEN32.3' PROPOSED GAP-AGE Ca LTaz 4?VADESTAIRS SED 2ND ROOR EX.2 STY.HOUSE AND LANDiNG Z PROP-AD.rnwl 0 EX.ASPHALT DRIVEWAY - — - — - — - 4h X1- 8x4'z SOIL (DRYWELL) �D 0 ------------ - LOCATION =40 9OOF SHED 1 S,\3) 11 i21 ws=P 7Z Lu 9% DPLYWELLF ----- -------------------- -_:-- ------------------------- --------------------- 0 - - ---------------- > 0 BRICK PATIO --7 -------- - --- -----------C)7 -7; ON GRADE -------------------------- ----------- z ,16.001 HAY B W/SILT FENCING 116.22' N 88011'10"W UM... 21r11 ITR.' NO . PROPOSEDVMRKAS F: INDICATED ON SME PLAN Bldg Dept copy from ZBA SITE PLAN Final reviewed goments C; ZBA File# 7 SCALE:1"=10'-01 Date;,? MEETS&BOUNDS BY. zz PAUL BARYLSKI LAND SURVEYOR, DATED;SEPTEMBER 73 2016 d g IR STORM WATER MANAGEMENT DETAILS for- I a�10 SITE DATA: SCTM#1000-87-2-33 .06� N.T.S. DESCRIPTION: SQ.Fr.AREA: LOT COVERAGE: EXCAVATE- FILL- HOURNWROOFARF/3: 9 .S N.". KrrA -- ;OD96 RUNOFF."U', Fd -Dk� MOPER'. 18656.9 SQ.Fr. .43 MOj.FF. 169tft;.ff. F llmnrr. CARAGE ROOF ARFA: 606.0 N.Fr. UWALL- =MDDM�06- =RUNOFF.2_UJ_ � —,Vp DRW 35 CU.FT. 169 CU.FF.CAFAOW 0 NEW DRNEWAY ;00.0 CU. �GHOUM Wss SO.FT. 7.7. OT P4 00%0.mo Z%NwF - V& Sdm DRYVIELL J 760J.FT. .1 N.Ft.C ACFNU(DTD1G SCREENED PO�- pwz n Fr-I CFO RUI(OW] �G - P"j SQ. rro MMOVEI �G . no"SO-FT-1 [TO BV-OVQ I...J 0 Y �.�+ I �y/ '�' � �,wm.�.�. PROPOSFD XR@Im PORCH: 2BBAfQ.iT. ls% 5 CU.M. ]0U.YD. DD f- X APR 1 2 2017 wsam 31. .01M 2SOU.-. iI D� (2)�,w 10CU.M. 4CU.M BUMDIKGDEff- WDR-Y WELLS TO BE UY KIN 4— 3 AWAY FROM HOUSE DRAWN.MHIMS SCAI.E.- 114�1'� rOWN OF SOUTHOLD . 0. 0 N Mat. 239M Sa F[. SSCU.�. 310J.YD. SHEEFNUMBER S-1 Rev�sio6s: R.ECEIVED APP 10 ----------------- -- – — – ONYrVG BOARD OF APPEALS ❑ A U cl I W ■ ❑ z ° 0 a � p x a I LJ lj� 1,1 11 1 1 PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION SCALE: 1/4"=1' SCALE: 1/4"=1' W a - � 3 E t copy from ZBA 0 iewed do ents = # '70�� y / q�ect ~5� ■ -- I III 111 11 11 1 1I . ...: . ...: . . .. ..: ..:..:.. .... .. .. I TE Ar PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION ;' ,,�► a U SCALE: 1/4"=1' SCALE: 1/4"=1' w DRAWN:647JMS ®0'� tv rrb SCALE V411'-W JOB F. Apl07.M!7 SKF rNU6IDBR: A-1a REVISIONS' A 30' o. ------------------------------------------- ----- - --------------------------------- RECEIVED APR 10 20V Bm f TING BOA-Rk, U,- i=,PPFALS o� so Cp M N r A a 3 0 [1] F `p0. C4O NOTCH T DOWN AT DOOR OPENINGS.IS VE0.TIOE REBARTO BE a ' v ' _________INSTALLED AT WALL®16_OC.IMOSIAB . .______-____ _ z z YA WALL , - OH 1L '-6 30' 0' ^ k o o A 1).8'THICK POURED ONCREFE FOUNDATION,3000 p0.HEIGHT AT 8' ASOVE GRADE B B 21.FOUNDATION TO HAVE 16•X8'CONCRETE OX.)IUNWAY W FOOTIN4 FOO WTO HAVE 2-P5 CONTINUOUS-XR.ALL fOOfwGFTO REST ON UNDISTURBED SOIL WNMM 3000/U AOTY). _ _ FOUNDATION PLAN 3)SANDON6 GRAVELFORCED 6X610 0WE°EDV PEFABRCOVFRY(AllNJ J J I4)-PROVIDE2X6A0 SILL MTE UNIEU OTHERWISE NOTED.RLL PIAT6 �/1 N e 5 N SCALE: 1/4"=SI TO BE INSTALLED OVERCOP.R-TEX TERMITE sHIELO AND FONA OR FlBERGM IP D C C RLLGAfXET. f SJ.PROVIDE SAI'DIA.ANCHORBOLTSAT3'.0.O MDWA W' OFCORNERf. iO WOSDS ONANCHORBOLTSTO PROJECT NORTH ANuumr"ENINTOTHEOONCFALHANQ,,ORBOtTro B O BE ATTACHEDroSILLRAT6 WTfH 3X35gVAGE WASHFISAND NUE. a. _F7RN Bide Dept copy from ZBA A Fir.- Jewjed documents -WALL 30' o ZB;. 6'OH ate / 5-6" 19' 0" 5'-6" 30' 0" ,►1,1N1 a A� U.APPLY V2•THICKH0.CDX W SHFATNG OVER FRAME ROOF6).WSTALLAfPWLLT ROOFINGK PER MANUFACTURES WRIITFN INfiRUCTONL iW30/6 TW3046 TMJ�T S' E`S�/ USE LALVANIIID R83C COATED/ROOFING NALLS.SS-12 WUGE WITH AT o 2).APPLYMETALDWPEDGEOFA UNDDUYA NGRAREEDGEf AND IFAfT3/8'DIA.HFADf.LONG ENOUGH TO PENETRATETHROUGH RYW�OOD. R)3%IO HD0. RJ 2X10 HO0. ,^r DIRECTLY TO TME DECK AIDNG EAVES. MEN AILSPFRSHINGIENARSro BERUSHWIRSSHWGIESeUFNOT y E A CUTNGIN-SHINGIESURFACE ROOF PLAN3).USE ISPFRTUNDERIAYM WlTl I ASPHALT ROOFlNG.W AREASWI 1:12 OR LESS ROOF HTCH USE 3(V FRT UMGUAY . 7).VENT ALL ATTICS QNCLUDING PORCHES)K REQUIRED.USE OR-MVEM 54W `t �Z Fl 1 AT SOFFRS-COR-A-VENTM AT ROOF-WALL WIFASKNONf,CAF COBRA O 0. SCALE: 1/411=SI 1).10E6 WATER BARR FRro BEUSFD WALL VAWE,RIDG4WER ECT ONE RIDGE VENT AT RIDGES.MD GAF MASIflt VENT/OVER FOR LOW PITCH ROOFS. WITH ROOF AND SIDEWALLS MfPICAL)AND 1'PFAMTTF0. CONTRAC(00.ro INSTALLSOFTIT VEMAIONG WALLSIDE WTTHIAIMro Fl CONCFALVENT. O Zyy FL3 E w PROJECT NORTH MUSTBEDRYANDC FAN PRIORTODETAWNGUNDERSAYMEN GURERf.DOWNfS M.DRYWEDSTOBEWfTALLF IREPLAaDKPHIQMF UNOE0.lAYMFNT R NOTro BE LEFT F%POfEDTO EIFMENRAT END OF THE L90. N COMPLETE.COVERWffH NFAW-0UIYTARP UNTSLALLROOFWGU B B 0 U pp�titi�1I a N e § o 'l+� M1 V r� N a ' R)1-3/4%14]/8 ML HD0. hR11-3/4X11-]AI ML OR RJT-3/4%I1JAi MLfR10. TFO• � ems• � � B•.� � �L�����, U 30' 0" D.CflUNG HDGMAT 9A V2'AFF UTII85 OtHE0.WlSE NOSED- 5}PROVIDE2.2%10 DFR HEADERS OVER ALLOPENWGS UNLESS A OMDIWISE NOTED.ALLOPENWGf OVER 3 FT,ro HAVE ACH MHOS 2}H(ifR100.WALLSro OE FRAMED WI4/2X10FR STUDS AT+6.O.0 ON EACH SNE OF OPENING.PP.OVIOE 3IACKSNOS ON FAQSSIDE F00. MICAOIANI HFADFAR 1ST. FLOOR PLAN 3J.EXTER 00.SHGTHINGTO BE R•THKKf0.CDX RY GOOD. 6).INSTALL.FRE BLOCINTERS EO WADS.UUtD14 RIN C AUS. D��..�/ 4).DOUBIEUP P-IDE B-OLWA DMDSPA. UNDER QMX.IDOQAND iNTERSECDNL VA S.PI PENETRA IONS. SCALE: 1/4"=15 ALL BATHf.PRwIDEB000NGATeLO.eANDMDSPML FRAM[DCHMNEr/DUCFCKESVEMSPIPEPENETATONs.ec Jt 1/45+'-0 vEncoDE TOBoex HAJRU V.2017 ]J.ALL E%TERIO0.OPENWGfro HAVEOERGN-PRESSURE UPLRADEIHG 5 HARDWARE UNLESS OPENW1° ASTENING SHEET NUbSM fS�iLVc�IMPACf GA21FI4 F E PROJECT NORTH A-2a N - RECEIVED (2)I-Y-4 APR 10 2017 LWME 141 ZONTNG ROARID (,,)F iI,PPaAL5 I,Tj.. stroc f n, I ATTICpq < Gz0 r 41 i ,'r o� it i �1�I i�i 1� ,,,,�.,�,.�>�-� •i ! I� � �! `I ,/ �!�, I �i t r � o FIt r ' lilf GARAGE TYPICAL-EQ_p -_ on ININDOW OPENIN P4 iiliii fill 7m 11 L Mi I I B 2X6 ACO TYPICAL DOOR OPENING mm r(MIN�0 ON or Gx— MP OF�TO b RE FABRIC - TYPICAL MUMPIL� -(t)FOR DRAIIUGE ilnir(m".NO r Atm DOWN AT DOOR 0M.140.#5 MTIOX I-ARTO BEEQ­ CONC FTG •. INSTA ATWALL @ 16.00,IMO SLAB AND DCOF.APRON. WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL (2115 RIMAR AS PER SEC..1609.1.2,2015 IBC:ALTERNATIVE FOR OPENING PROTEMON OF NDT USING IMPACT GLAZING) SECTION A-A PANFSS MW D SIRBCIIAAL PANELS VRIH A OF I/I6• SCALE: 1/4"=1' 0 0 0 O O Bldg Dept -'.0), korl_ZBA Final review- documents cuments ZBA Filc 4, 70�-j Date, O)1-3/ax14MMIXE o r, A STORM WATER MANAGEMENT DETAILS ATX 2 'o d als N.T.S. 1*71 P. ER-SIANDARD r rr U Ik So AIR 0 GARAGE / yiRav:xAwAm ,PBre°mvowmax,sA�o F. ,� —2)GAOQMPIA� W.RY • r DRY WEUS TO BE to,MIN. AWAY FROM HOUSEnaocTsmaxsmrAAnn Cr . 0 . 0. 9 CONC Ra Oo.REBAR SECTION B-B SCALE: 1/4"=1' jQF_' SCAM 114--1'-Ge JOB Apdi07.2017 sHrsr NUMBER: A-3a REVISIONS: yj IV v 210.001 N 890 121011 C CONSTRUCTION ENTRANCE G w PROPOSED ASPHALT ° DRIVEWAY Q _ oo �- �, / \ o � W W W ( o ( _ u �n _ _ __ __ -,- - CATCH BASIN m I 1 r -----�-- -- -- -- --�- i _i �--i--�__�__� --y--j--y--y-- �.-i _-y -`- y- PORTALAVTOREMAIN - WI 8'X5' �� q _ _ ' "I Yi I I I I _ 'i__ _- i--' --�--' --�--y--y--1--� O r -I i_ ON SITE FOR DURATION DRY\ Z 1 I �2 4_a OF CONSTRUCTION ' 7 • EXISTING DECK AND SCREENED PORCH TO BE ' F REMOVED 30.0' _ _ _ a .......... --------- CON . ......10X5'STOO .I ' (WASHO/Ut TX4'STOOP 16.0'34.8 i t _ r'IrI 1 O~ I I i l 20.0' IV i l PROPOSED SCREEN 00 GARAGE -o - 32.3 z Q , 4'WIDE STAIRS I ' Z AND LANDING r w EX. 2 STY. HOUSE I z 1 N PROPOSED 2ND FLOOR 1. ADDITION O EX. ASPHALT DRIVEWAY I 'j ' i 0 to i ' ' V 1•L� z - / I SOLI (DRYWELL) r i O """"" / LOCATION U i t i i 12'X4.8'STOOP 1 1 i 21.5'X4'STOOP I \ / v 011 V`� EXISTING SHED r ^1 war"of%afW i- _ _ ' _ i ''�`� TO BE REMOVED i 16°� ( �T� 0 / IN i W 0x ' (DRYWELL( - - - - - - - - - C)N - - - - - - - - _ 0 ! ' ' I 1 4-4 0 Ae--- �-a _ _--r--r--r BRICK PATIO I I r , , ,t ► \�f -- -- -- -- --T-- ON GRADEJim 7 Tl L_I--_�__-,_-J__ __ (V f_i I I L 001 HAY BAY w SILT FENCING ��'`��M'���t�.. ��`� , 116• v LIMITS OF CLEARING TO BE " :'. '`:-Ii i.'. .. ;'I 116.22 N 88011 '10" \V NO MORE THAN 20' FROM I ; t': i' T.-,,) " �''` F-3 71 - PROPOSED WORK AS0'_;,l INDICATED ON SITE PLAN T`, C F;'t:C:U7i .;} +� 1. r .�..,.. C4 aJ SITE PLAN 2. f.{�. - F-F:(,,� ^i Int _ , a -, _ t:.� ... x �� v Nc, 1.'+,?U�_P'tT!O,e1� r' - r r 4. F,;'!AL CG ' TrIJ�11Gi1 P,';'. ST -: .,> ,;, ....I I,,..., r + `•° n.u - 10 -0 dr pr' x0 SCALE: 1 � EE CC'"d"LETE F(7rt C.O. i+Y ., �'� -. d' 'aa , , ) �; r`�. A ALL M,1S T!iUC T,vPd d f i;",i_l_ 141 [:T THE •� u MEETS & BOUNDS BY: ' ' S OF THE CODES OF rID,1I F�_C�J�F?;;Pv1ENTu � � � � � PAUL BARYLSKI LAND SURVEYOR YO' ,< STATE. 1vOf F,c�FO, s!�.LE `c1t Q 4 DESIGN OR CO['!STFjilC T 10N EF;I''t0RS TRUSS PLACARDINC REQUIRED DATED: SEPTEMBER 23,2016 ;, -� v STORM WATER MANAGEMENT DETAILSall 00 SITE DATA: SCTM # 1000-87-2-33 0W N.T.S. r_ DESCRIPTION: SQ. FT. AREA: LOT COVERAGE: EXCAVATE: FILL: _ 11:1:l \ �'' i,4lI h �t {VIJFI _ Ic'R, v,aTlEl, HOUSE NEW ROOF AREAS: 907.5 CU.FT. INSTALL: t ^ 100%RUNOFF,2"RAIN/HR: 8'dia.,4'deep DRYWELL PROPERTY: 18858.9 SQ.FT. .43 ACRES r•^ I; ; ") 1J1�1 I`I TO Ct-1APTER 236 152 CU.FT. 169 CU.FT.CAPACITY "`" } _. U•.;,_ ESTIMATED AREA OF 11000 SQ. FT. _ .x, - � Gr f F"iC TG`u'V'i�{ CODE. � W GARAGE ROOF AREA: 806.0 CU. FT. INSTALL: GROUND DISTURBANCE: - H 100%RUNOFF,2"RAIN/HR: 84a.,4'deep DRYWELL 135 CU.FT. 169 CU.FT.CAPACITY (� O NEW DRIVEWAY AREA: 1050.0 CU. FT. INSTALL: EXISTING HOUSE: 1445.5 SQ. FT. 7.7% 100%RUNOFF,2"RAIN/HR: 8'dia.,5'deep DRYWELL 176 CU.FT. 211 CU.FT.CAPACITY EXISTING SCREENED PORCH: [200.0 SQ.FT.] [TO REMOVE] OGEE GUTTER-STANDARD 5" EXISTING DECK: [195.3 SQ.FT.] [TO REMOVE] N NOTES: EXISTING SHED: [100.0 SQ.FT.] (TO REMOVE] DO NOT PROCEED WITH �4 1).EXECUTION: FRAMING UNTIL SURVEY -.111A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED, OF FOUNDATION LOCATIOI`! 2).PREPARATION: N APPROVED. A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. pV) / B). PREPARE SURFACES USING METHODS RECOMMENDED BY THE MANUFACTURE FOR PROPOSED SCREENED PORCH: 288.0 SQ.FT. 1.5% 5 CU.YD. 2 CU.YD. `' ACHIEVING THE BEST RESULTS FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. W C). PAINT CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR METALS WITH PROTECTIVE BACKING PAINT. �Qd 3.INSTALLATION. PROPOSED GARAGE: 660 SQ.FT. 3.5% 40 CU.YD. 25 CU.YD. HAS BEEN" A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND p ACCESSORIES. (ERE DA r� B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT ` T CONNECTORS. DRYWELLS (2)8'dia.x 4' 10 CU.YD. 4 CU.YD. 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL CONNECTION WATERTIGHT. DRY WELLS TO BE 10' MIN. 4).PROTECTION: A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. * r*6 AWAY FROM HOUSE B).TOUCH-UP,REPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL I N COMPLETION, N * DRAWN: MH/MS Do00 TOTAL: 2393.5 SQ. FT. 12.7% 55 CU.YD. 31 CU.YD. .A C 0 C ' xx d �. SCALE: 1/4"=1'-0" ° ? y JOB#: 233. OQ' OF NV-\N`l ApTi107,2017 SHEET NUMBER: S. 1 REVISIONS: M� cn cn I I I I IYA ilin klill JYA III I I j ; W rrVl � V W _ W 0 H - - - W H W PROPOSED EAST ELEVATION PROPOSED NORTH ELEVATION SCALE: 1/4" = 1' SCALE: 1/4" = 1' W O � oQ N � O O N Q) m ' o rn xo w2x y Ln a co W � � V O N PROPOSED SOUTH ELEVATION PROPOSED WEST ELEVATION SCALE: '1/4" = 1 / SCALE: 1/4" = 1' � vE �y FfN N * DRAWN: MH/MS 9 4 239 �� SCALE: 1/4"=1'-0" Fop N �y0 JOB#: April 07,2017 SHEET NUMBER: A- la REVISIONS: IA 30' 0" 1 G 1 ------------------------------------------------------------------------------------, n I � 1 t I • I I 1 I I 1 1 I • I I , , 1 1 I 1 1 I 1 I 1 ' • 1 N I v 1 001 1 RR I 1 L O 1 lL V I I K • I 11B 1 1 I 1 O < D I 1 m Q 1 I I � LLIY 1 I I 1 0 0 1 I O I d I m L1- 1 I 1 O v 1 O N 1 . ' 0..Lu 0 i i r7 N Q ' I � Q N H I 1 I d Lu I � I = I I ' • 1 LLL I I 1 1 O I D 1 1 , I 30'-0" C I 4 a ; NOTCH 2"DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE ; Q ' ---------------------INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR-APRON- D Aa-1 0 1 z ------------------------------ v - v , 1 9"h WALLO --------------------------------------------------------- --- 16" F. OH '-6' 8'-01, ,-6' 8'-011 ll-61 8'-011 30' 0" rel w 0 12 0 W 1).8"THICK POUREDCONCRETE FOUNDATION,3000 psi.HEIGHT AT 8" 1 10 A ABOVE GRADE. B 2).FOUNDATION TC HAVE 16"X8"CONCRETE(2X4)KEYWAY IN FOOTING. FOOTINGS TO HAVE 2-#5 CONTINUOUS RE-BAR.ALL FOOTINGS TO REST ON UNDISTURBED SOL(MINIMUM 3000#CAPACITY). Cie FOUNDATION PLAN 3) SAND ON 6"GRAVEL. w/6X6 10/10 WELDED WIRE FABRIC OVER 2"(MIN) O J J a O W 1 N u u N SCALE. 1/4tt = l' 4).PROVIDE 2X6 ACQ SILL PLATE UNLESS OTHERWISE NOTED.SILL PLATES CA � CV TO BE INSTALLED OVER COP-R-TEX TERMITE SHIELD AND FOAM OR FIBERGLASS N N SILL GASKET. S 5).PROVIDE 5/8"DIA.IANCHOR BOLTS AT 3'-0"O.C.AND W/I 1'-0"OF CORNERS, O Q INTERSECTIONS AND SPUCED JOINTS.ANCHOR BOLTS TO HAVE A F� MINIMUM 7"IMBEDMENT INTO THE CONCRETE. EACH ANCHOR BOLT TO E W PROJECT NORTH- FJ•� O BE ATTACHED TO SILL PLATES WITH 3X3 SQUARE WASHER AND NUT. _ C 0 12 O N W 1 10 1 Q Q f N A ° 9"h WALL 30' 0" 16"OH 5'-6" 19' 0" 5'-6" 1).APPLY 1/2"THICK FIR CDX SHEATHING OVER ROOF FRAME. 6).INSTALL ASPHALT ROOFING AS PER MANUFACTURE'S WRITTEN INSTRUCTIONS. TW3046 T J3046 USE GALVANIZED(ZINC COATED) ROOFING NAILS,11-12 GAUGE WITH AT 2).APPLY METAL DRIP EDGE OF ANY UNDERLAY ALONG RAKE EDGES AND LEAST 3/8"DIA.HEADS,LONG ENOUGH TO PENETRATE THROUGH PLYWOOD. (2)2X10 HDR (2)2X10 HDR +� DIRECTLY TO THE DECK ALONG EAVES. USE 6 NAILS PER SHINGLE.NAILS TO BE FLUSH WITH SHINGLES BUT NOT A CUTTING INTO SHINGLE SURFACE. c� p ROOF PLAN 3).USE 15#FELT UNDERLAYMENT WITH ASPHALT ROOFING.IN AREAS W/ 1 cu u 4:12 OR LESS ROOF PITCH USE 30#FELT UNDERLAYMENT. 7).VENT ALL ATTICS(INCLUDING PORCHES)AS REQUIRED.USE COR-A-VENT S-400 d X v i i AT SOFFITS,COR-A-VENT X-5 AT ROOF-WALL INTERSECTIONS,CAF COBRA � O W Cn Cn 0 v SCALE. 1/411 = 1 t 4).ICE&WATER BARRIER TO BE USED IN ALL VALUES,RIDGES,INTERSECTIONS RIDGE VENT AT RIDGES,AND GAF MASTER VENT LOVER FOR LOW PITCH ROOFS. M Q WITH ROOF AND SIDE WALLS(TYPICAL)AND 4'PERMITER. CONTRACTOR TO INSTALL SOFFIT VENT ALONG WALL SIDE WITH TRIM TO N x Ua m CONCEAL VENT. u+ u x S 5).DO NOT INSTALL UNDERLAYMENT ON WET/DAMP PLYWOODIII SHEATHING `✓ Iv m a; E PROJECT NORTH MUST BE DRY AND CLEAN PRIOR TO INSTALLING UNDERLAYMENT. 8).GUTTERS,DOWNSPOUTS,DRYWELLS TO BE INSTALLED/REPLACED AS REQUIRED. r UNDERLAYMENT IS NOT TO BE LEFT EXPOSED TO ELEMENTS AT END OF THE - p WORK DAY.COVER WITH HEAVY-DUTY TARP UNTIL ALL ROOFING 15 cz N COMPLETE. rn U a+ c� ^" 00 v 0 o z 0 0 N d N m _ N O Ic I------------------------ ----------------- ------- -----------•----------- I i I i i I 1 I I 1 1 F�1 1 I 1 1 1 I r , t 1 1 1 1 1 O 1 1 1 1 1 1 r^ O � v, RE D _ N5 C 0 0 ' 1 1 1 I M X �� V IN 1 1 I 1 1 1 71�.■ �1�� O 1 I I 1 1 I (2)1-3/4X11-7/8 ML HDR ; ; (2)1-3/4X11-7/8 ML DR ; ; (2)1-3/4X11-7i8 ML HDR �F 42��3g OQ� V $'-o" s'o" 81.0" OF NE U `►� 5-6" 9'-6" 9'-6" 5'-6" d 10 30' T A OTHERWISE NOTED.ALL OPENINGS OVER 3 FT.TO HAVE 2 JACK STUDS 1).CEILING HEIGHT AT 9'-9 1/2"AFF UNLESSOTHERWISE NOTED. 5).PROVIDE 2-2X10 DF#2 HEADERS OVER ALL OPENINGS UNLESS )— 2).EXTERIOR WALLS TO BE FRAMED WITH 2X4 DF#2 STUDS AT 16"O.C.. ON EACH SIDE OF OPENING.PROVIDE 3 JACK STUDS ON EACH SIDE FOR MICROLAM HEADERS. 1ST. FLOOR PLAN 3).EXTERIOR SHEATHING TO BE 1/2"THICKFIR CDX PLYWOOD. 6).INSTALL FIRE BLOCKING,FIRE COLLARS,CAULKING,etc IN CEILINGS IDnRAWN: H/M S 4).DOUBLE UP FLOOR JOISTS UNDER PARALLEL WALLS ABOVE AND UNDER (MAX.10'OC)AND INTERSECTING WALLS,LOAD-BEARING WALLS, SCALE. 1/411 = i 1 t ALL BATHS.PROVIDE BLOCKING AT 8'-U O.C.AND MIDSPAN. FRAMED CHIMNEY/DUCT CHASES,VENTS,PIPE PENETRATIONS,etc. SCALE: 1/4"=1'-0" PER CODE. JOB#: 7).ALL EXTERIOR OPENINGS TO HAVE DESIGN-PRESSURE UPGRADES WHERE April 07,2017 S APPLICABLE.PROVIDE DEBRI-PROTECTION PANELS WITH FASTENING SHEET NUMBER: E W PROJECT NORTH HARDWARE UNLESS OPENINGS HAVE IMPACT GLAZING. N 2a REVISIONS: (2)1-3/4X14 _ _ _ _ _ _ _ _ _ _ _ _ _ML RIDGE 2" Jam{ 2 2" 2" Nb pC 12 FASTENER TYPE: SPACING: No.8 WOOD-SCREW BASED ANCHOR WITH 16"OC tin.EMBEDMENT LENGTH I ` � 1 � •� ( � • � ( �••I� ( •I l ' • Q (^, !� ti If I No.10 WOOD-SCREWS //�� BASED ANCHOR WITH 16"OC / ` I i tin.EMBEDMENT LENGTH / 1 ATTIC 1/41n.dia.LAGSCREW BASED ANCHOR WITH 16"OC — I I — I I _ I I ' — I I S ( tin.EMBEDMENT LENGTH � I f � • I I I I • • I I — • — • I I I I • ^ w PLYWOOD N 14"T11560 WOOD-1 CJ @12"OC u SHEATHING RATED SHEATHING GRADE PLYWOOD I I 'I 1 I I I t I. (ALTERNATIVE:7/16"O.S.B.) I 1 • I I • I 1 • I I 1 • r� / 1/2"APA RATED SHEATHING I f � / I / � � / •1yJ��' I 1 I GRADE PLYWOOD I I I ( O I JJ I lI (ALTERNATIVNE:7/16'O.S.B.) I J V FASTENER TYPE: SPACING: I ( I I lI I 2X4 DF#2 No.8 WOOD-SCREW 1 STUDS BASED ANCHOR WITH iD"DC f 1 1 f QI I' ( �1 WINDOW SILL Zin.EMBEDMENT LENGTH 1 1 •I ( ( • l ( • fl) ' •I) • GARAGE <C TYPICAL WINDOW OPENING No.lOWOOD-SCREWS 1 f ///��� / Z BASED ANCHOR WITH 12 OC j PANEL SPAN EQUAL OR SMALLER 21n.EMBEDMENT LENGTH ' II II I I I I // i I I I THAN 4 FEET I/4in.da.LAGSCREW f I Il O A BASED ANCHOR WITH 16"OC r tin.EMBEDMENT LENGTH `./ TYPICAL DOOR OPENING MULTIPLE PLYWOOD ASSEMBLIES FASTENER TYPE: SPACING: 2X6 ACQ PLATE PANEL SPAN GREATER THAN 4 FEET 2-2X4 DF#2 STUDS CONNECTED TERMITE SHIELD No.8 WOOD-SCREW SILL SEAL ° AND EQUAL OR SMALLER TOGETHER WITH STAINLESS STEEL BASED ANCHOR WITH B"OC THAN 6 FEET OR GALVINIZETBOLTS" WASHERS 21n.EMBEDMENT LENGTH C, e. e ♦ e •. e e, A AND NUTS 2'-0"O.C. No.10 WOOD-SCREWS ° 4"CONC.SLAB,REINFORCED w/6X6 10/10 WELDED WIRE FABRIC TYPICAL MULTIPLE OPENINGS BASED ANCHOR WITH 9"oc 8"PC WALL OVER 2"(MIN)SAND ON 6"GRAVEL.SLOPE TOP OF SLAB TO O PANEL SPAN GREATER THAN 6 FEET tin.EMBEDMENT LENGTH p OVERHEAD DOOR(S)FOR DRAINAGE,1/8":12"(MIN).NOTCH 2" I AND E UAL OR SMALLER 1/4in,dia.LAGSCREW Q BA SED ANCHORWITH 16"oc DOWN AT DOOR OPENINGS.#5 VERTICLE REBARTO BE THAN 8 FEET 21n.EMBEDMENT LENGTH 16"X8"CONC.FTG. INSTALLED AT WALL @ 16"OC,INTO SLAB AND DOOR APRON. WIND—BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL (2)#5 REBAR AS PER SEC. 1609.1.2, 2015 IBC: ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) SECTION A-A 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 SCALE: 1/4" = 1' 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 r_ CONSTRUCTION CODE).THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. w 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. T^ HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. V 1 O p A a N 0 (2)1-3/4X14 ML RIDGE 0 N N C) M .0 STORM WATER MANAGEMENT DETAILS A-,-,-,� 2XIORR@16"0� r4 go H ROOF AREA:806 SQ.FT. C N.T. U rte. F 41 AT 100%WATER RUNOFF:135 CU.FT. d PROVIDE(1)8'DIA.X 4'DEEP DRYWELLS — - _ If 11— It CV W DRYWELL CAPACITY:169 CU.FT. OGEE GUTTER STANDARD 5" 14"TJ1560 WOOD-1 CJ @12"OC � - ' 144 NOTES: 1).EXECUTION: A).DO NOT BEGIN INSTALLATION UNTIL SUBSTRATES HAVE BEEN PROPERLY PREPARED. ��II 2),PREPARATION: �y / A).CLEAN SURFACE THOROUGHLY PRIOR TO INSTALLATION. Ir—'�I B). PREPARE SURFACES USING METHODS RECOMMENDED 8Y THE MANUFACTURE FOR �/ � Q. PAINT CO CONCEALED METAL SURFACES AND SURFACES IN CONTACT WITH DISSIMILAR NS. GARAGE METALS WITH PROTECTIVE BACKING PAINT. 1 3.INSTALLATION: _ O A).PERFORM WORK IN ACCORDANCE WITH CDA HANDBOOK AND THE DRAWINGS. p� 1).GUTTER TO BE PITCHED TOWARDS LEADER 1"TO 2"FOR EVERY 40'OF RUN. 2).SHEET METAL JOIN LENGTHS WITH WATERTIGHT JOINTS. Lel a).COPPER/LEAD:FLASH AND SOLDER GUTTERS TO DOWNSPOUTS AND ACCESSORIES. 0=04 2X6 ACQ SILL PLATE B).ALUMINUM:RIVET AND CAULK WITH A BUTYL SEALANT SLIP JOINT CONNECTORS. \ 3).CONNECT DOWNSPOUTS TO STORM SEWER SYSTEM AS INDICATED.SEAL TERMITE SHIELD CONNECTION WATERTIGHT. ° SILL SEAL 4"CONC.SLAB,REINFORCED,PITCH TO OH DOORS DRY WELLS TO BE 10' MIN. 4).PROTECTION: 1 V AWAY FROM HOUSE A).PROTECT INSTALLED PRODUCTS UNTIL COMPLETION OF PROJECT. O p ° (� B) TCOMPLETIONPAIR OR REPLACE DAMAGED PRODUCTS BEFORE SUBSTANTIAL 8"PC WALL D; O e 00 C M o a � c c 16"X8"CONC.FTG. (2)#5 REBAR S��R'-�ARC SECTION B-B N SCALE: 1/4" = 1 all 7� N / * DRAWN: MH/MS A�' 022338 Q� SCALE: 1/4"=1'-0" S JOB#:OF NE �� April 07,2017 SHEET NUMBER: A-3a