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HomeMy WebLinkAbout38807-Z ofFflI'i,a` Town of Southold 3/1/2016 ' Q G L •4* P.O.Box 1179 y 1 53095 Main Rd og`teil * shoe ' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 38120 Date: 2/26/2016 THIS CERTIFIES that the building RESIDENTIAL ADDITION Location of Property: 475 Hill Rd, Southold SCTM#: 473889 Sec/Block/Lot: 70.-4-30 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/14/2014 pursuant to which Building Permit No. 38807 dated 4/24/2014 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, COVERED FRONT ENTRY AND GARAGE TO AN EXISTING ONE FAMILY DWELLING,PER ZBA DECISION#6714,DATED 01/23/2014, AS APPLIED FOR The certificate is issued to Bay,Mladen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 38807, 02-02-2016 PLUMBERS CERTIFICATION DATED Aut ed Signature TOWN OF SOUTHOLD ��SOFFn�xcoGy k 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#: 38807 Date: 4/24/2014 Permission is hereby granted to: Bay, Miaden 475 Hill Rd Southold, NY 11971 To: Additions and alterations to an existing single family dwelling as applied for per ZBA #6714 At premises located at: I 475 Hill Rd, Southold SCTM # 473889 Sec/Block/Lot# 70.-4-30 Pursuant to application dated 4/14/2014 and approved by the Building Inspector. To expire on 10/24/2015. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $664.40 CO - ,'- D - i i $50.00 41(11, Total: $714.40 ...M11111Pr Building Inspec • S f o . —'r 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 / if Date. ( L L 3 'a7 New Construction: Old or Pre-existing Building: \. (check one) Location of Property: 41 S Hi C-L 62.509' cfO v'`--(J _ 7 r Y ( ( '37 ( House No. Street 1 Hamlet Owner or Owners of Property: VI 1•-tk7(-3-tU 13A Le Suffolk County Tax Map No 1000, Section Za Block 4- Lot -z® Subdivision Filed Map. Lot: Permit No. 380,0'? Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) 5n 60 Fee Submitted: $ Applicant Signatur • •,' U SOUIyo Town Hall Annex ��� ~® l® : Telephone(631)765-1802 54375 Main Road i alli 4 ; Fax(631)765-9502 P.O.Box 1179G% i Southold,NY 11971-0959 :"Xix aOQ�1� roger.richert ar7town.southold.ny.us ,i9 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Mladen gay Address: 475 Hill Road City: Southold St: New York Zip: 11971 Building Permit#: 38807 Section: 70 Block: 4 Lot: 30 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Home Owner DBA: License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 9 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel NC Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel NC Blower Range Recpt Fluorescent Fixture 4 Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 18 Twist Lock Exit Fixtures TVSS Other Equipment: Alterations and Additions to Garage & Porch, 1- Special 40 A Recepticle, 12 ft.of Lighting Track,2-Paddle Fans Notes: Inspector Signature: Date: February 2, 2016 Electrical 81 Compliance Form xls .,,,,,,,, # # of,-`tb TOWN OF SOUTHOLD BUILDING DEPT.` 765-1802 • [/ItiISPECTION NDATION 1ST [ ] ROUGH PLUMBING [ ],FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKIN REMARKS: DATE INSPECTOR - c.,) 1���o��,pf SOUTyolo, 3 Tom►_ , CreOUN1' I' TOWN OF SOUTHOLD BUILDING DEPT. 765=1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [111/FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL•(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: . i /47"1,1-_,)(�, PI`S t l :r a� • ,,� �'�'�e�( �y 1 11 '��-�2'"°'ate ^�i .'�'{l�r",,„i�f`/•' sy-72.47t,77 ;tC9'-' DATE & i '' .r INSPECTOR ter% � f -T_..,- • v• - hO'''pF SOU � Ty #i 11'7- TOWN OF SOUTHOLD BUILDING DEPT. Cg_765-1802 4/r((/9 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [1 ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: jiate-- &tat', • 51 DATE INSPECTOR 1 ' 38)6) 7f----- ,,,,,,,,,,,,,,, ',,�o,i f SOUryO4 s: �yCO1jNT � .0 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOU ATION 1ST [ ] ROUGH PLUMBING [ ] F NDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: J _ l'e tO CAAL6 fcatt --1 y rv-T CVC___\ i DATE C5/V INSPECTOR /PI - - f 11,�o��OF SO04, \. .3q vH 1?," 1 4'C0UN13----' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ -] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ,1><J, ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 14-7414-( DATE ' / INSPECTOR 3 • \/ „, TOWN-OF SOUTHOLD BUILDINGDEPT.-- - - 765-1802 INSPECTIOJI . [ ] FOUNDATION-1ST [ ] ROU PLUMBING [ ] FOUNDATION 2ND [ ] SULATION - [ ] FRAMING / STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE"RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: CJ-.- 1 ,„ Ah.4c,C/ c V<A.,,j7 de—; - DATE [ [ INSPECTOR Me/4g Vag 475 Hill Road,Southold,NY 11971 917 567-6837 February 12,2016 D C II pn 2 To: Town of Southold Building Department FEB 1 2 2016 J 54375 Rte 25 — —J Southold,NY 11971 BLDG.DEPT. TOWN OF SOUTHOLD Re: Alteration Application No.388072 at 475 Hill Road Southold,NY 11971 To whom it may concern, The purpose of this letter is to certify that all fire separation between the Garage and habitable spaces conforms to Building Code requirements. If you have any questions or require any additional information please feel free to contact me. Sincerely, : (� �O p,RC Ho. �.... � Gam' , OWN BAY C,). Mladen Bay R.A. 3 '(� F'' \STgTE of " FIELD INSPECTION REPORT DA „C• ' ”.NTS . ' W •i , ., .. . ) OCA t4 FOUNDATION 'I(IST) i yam, c'�'� A`' , .- e' FOUNDATION(2ND) 4 fir ..�,- L. . 0 0 7.., ‘ !1/./ri:.` _r _ /ice - I�V • J % - ' • / J) y M ' ROUGH FRAMING& PLUMBING 7/4 /r //' ''ice -Oft, • Ams - �_ 0 t • . . ' • , .. 2 . . . . • .. _, . , “. . . , r . 7:1 . . tzi INSULATION PER N.Y. - H STATE ENERGY CODE /' ' • y 0 if FINAL —'/ c� • DV/ /0 1g +-e.d. ADDITIO -CO1VIiVIENTS„` •• •, •• ` -/ 'c. Fl 5 D-6 iSuLd tAvi 1 - / V/ , ' , _ . L'1.691e, I 4 ) /441 , ieri& CT ' #,(' l 73 4;4 -- i_E__S a 1 1,C,h/fC 'Fri/iv-4- . . ?'(% MO f'i 6 4fiAks • . 3 ..Oa /2_ /0 I 411119a2c2 .1...„, ia,ceve.... .....er fe-q-Z' 4a1-7, -6 2 . . .. . I.) . : . ,• ' .• . o . . . (i). . . . . . . z Lii . • . , -4,..,,. • .• . . ..4.-m . . . . .. lT, • • .... • • '.7 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 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: Approved ,20 Mail to: Disapproved a/c Pt,'ii/ 3 c� Phon L 0 v Expiration ,20 nil Building specto fiECFAPPLICATION FOR BUILDING PERMIT NOV 13 2013 Date 11 C 1"17 l , 20 i-5. INSTRUCTIONS BLDG DEPT applit°at oOLD• • - .e 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. r V (Signature of applica • or name,if a corporation) 4'60� Lt7 t -1'i t ` S7t (Mailing address of applicant) State whether applicant is owner essee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises C'L L 1?S (As on the tax roll or latest deed) If applicant issa;coiipofatio`n,;;signature of duly authorized officer F,{'. ^�!chJ'P'fYou F - (Name?atad;tit1 afzc_grppiate officer) Builders-L-iceris'e'Nowo'4:D'i Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section Z 4 Block f Lot 30 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy l t='Ar£i i_1" z7 1.17. 5; b. Intended use and occupancy 1 '7'<if/(L.`f' r-6 Lt?aty-)Lv 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost '170 V. 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 2 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: 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 (Ali. • . ,.1:f., r 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or r ation? YE NO Will lot be re-graded? YES NO ✓tWill excess fill be removed from premises? YES '✓NO 14. ames of Owner of premises Address Phone No. Tame of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES t'NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAYBE 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) SS: COUNTY OF ) f-1.L._ U1 rt.3 i .pc j being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, CONNIE D.BUNCH Notary Public,State of New York (S)He is the 0LOtoo-n.- No.01BU6185050 (Contractor, Agent, Corporate Officer, etc.) Quaffed Ht altitOIK Uou Commission Expires April 14,2 � 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. Swor 1 to before met s day of 20J L N-v-N.h.-to X 5-AAAL 17\ 3&0- Notary Public Signature of Ap ant FORM NO. 3 NOTICE OF DISAPPROVAL DATE: November 25, 2013 To: Mladen Bay 475 Hill Road Southold, NY 11971 Please take notice that your application dated For construction of a garage &porch addition at Location of property 475 Hill Rd., Southold, NY County Tax Map No. 1000— Section 70 Block 4 Lot 30 Is returned herewith and disapproved on the following grounds: The additions on this non-conforming are not permitted pursuant to Article XXIII Section 280-124 which states; "This section is intended to provide minimum standards for granting of a building permit for the principal buildings of lots which are recognized by the town under 280-9, are nonconforming &have not merged pursuant to 280-10." On lots between 20,000 sq. ft. and 39,999 sq. ft.,the required combined side yard setback is 35'. The site plan indicates a combined side yard setback of approx. 26'. 4.,. ._,, aLe--- Authorized Signature pFSOMailing L Office Location: ,I�,��� (/jy0 -\ Address: Town Annex/First Floor,Capital One Bank lam` 53095 Main Road 54375 Main Road(at Youngs Avenue) % T3 P.O.Box 1179 Southold,NY 11971 ; co O �Q ��% Southold,NY 11971-0259 i. i -------:;--n ^ http://southoldtown.northfork.net BOARD OF APPEALS jJ \\ 014 1 ' TOWN OF SOUTHOLD �A� 3 O 2 ' el. (631)765-1809 Fax(631)765-9064 BIDG,DEPT jr `DFINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF JANUARY 23,2014 ZBA FILE: # 6714 NAME OF APPLICANT:Mladen Bay PROPERTY LOCATION: 475 Hill Road(adj.to Jockey Creek), Southold,NY SCTM# 1000-70-4-30 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated December 30, 2013 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. The LWRP Coordinator issued a recommendation dated December 23, 2013. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to us, it is our recommendation that the proposed action is EXEMPT from Coastal Consistency Review. PROPERTY FACTS/DESCRIPTION: This non-conforming 24,321 square foot parcel located in the R40 zone district sits between Jockey Creek and Hill Road in Southold. It is improved with a single family dwelling and accessory shed. The property has 100.00 feet of frontage on Hill Road, 245.00 along the western property line, 96.74 feet on Jockey Creek and 250.00 feet along the eastern property line. The property has a boat dock which juts out into Jockey Creek. All is shown on a site plan by Mladen Bay, Architect, date stamped received by the Zoning Board of Appeals December 10,2013. , BASIS OF APPLICATION: Request for Variance from-Article XXIII Section 280-124 and the Building Inspector's November 25, 2013 Notice of Disapproval based on an application for building permit for construction of a garage and porch addition, at; 1)less than the code required combined side yard setback of 35 feet. RELIEF REQUESTED: The applicant requests a variance on this 24,321 non-conforming lot to construct a garage and covered porch addition in what is now the side yard. On lots between 20,000sq feet and 39,999 square feet the combined side yard setback is 35 feet. The site plan indicates a combined side yard setback of 26 feet. ADDITIONAL INFORMATION: Testimony was taken that the septic tanks are located in the front yard of the property. The applicant stated that the purpose of the garage is to store cars and there will not be any heat or Page 2 of 3—January 23,2014 ZBA#6714—Bay SCTM#1000-70-4-30 plumbing in the garage. Additionally the applicant provided variances that were granted in the area for similar setbacks. At the hearing,two neighbors spoke against the application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on January 9,2014 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 4267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The neighborhood consists of single family homes. Most of the lots on the Jockey Creek side of Hill Street are similarly sized lots. Attached garages are typical in this neighborhood. Many houses in the neighborhood are at a similar setback from Hill Street. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant can be achieved by some method, feasible for the applicant to pursue, other than an area variance. The applicant "as of right" can build a detached garage accessory structure 10 feet from his property line in his front yard. The applicant can also "as of right" build an attached garage closer to Hill Street than the house presently sits. However, granting the variance as applied for allows for one structure on the property instead of two, and it keeps the house further back off of Hill Street. A detached garage can be built within the same distance to the western property line as of right, as the applicant is proposing to build. 3. Town Law 4267-b(3)(b)(3). The variance granted herein is mathematically substantial,representing 26%relief from the code. However, the proposed attached garage addition will serve as storage space for the applicant's car collection which is now cluttering the applicant's driveway, and will therefore improve the visual appearance of the neighborhood. The proposed attached porch is in the rear yard and will have no visual impact on the street or the neighbor's property and is proposed at a conforming setback to Jockey Creek. 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 house and install drywells to handle storm water runoff. 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 requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a covered porch and garage addition 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 Dantes, seconded by Member Schneider, and duly carried, to GRANT, the variance as applied for, and shown on the Architectural drawings labeled 1-3 and the site plan all prepared by Mladen Bay Architect and date stamped received by the Zoning Board on December 10, 2013. CONDITION: 1)All fencing on the subject property must conform to the building code. Page 3 of 3—January 23,2014 ZBA#6714—Bay SCTM#1000-70-4-30 That the above conditions be written into the Building Inspector's Certificate of Occupancy, when 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. Vote of the Board: Ayes:Members Weisman (Chairperson), Schneider, Dantes, Horning.Absent:Member Goehringer. This Resolution was duly adopted(4-0). 1 ,,,,,,„...„c,‘:„,,,t_. Leslie Kanes eisman, Chal erson Approved for filing / /d /2014 f '',•,,,,,.,,,,,,,, Scott A. Russell ;••'••sd°su `�� James A. Richter, R.A. SUPERVISOR Michael M. Collins, P.E. z SOUTHOLD TOWN HALL-P.O.Box 1179 10 530... i [oa� -S o 1'lJ.O'i,I f- K 11971 Telephone#: (631)-765-1560 0 �` , fir• MICHAEL.COLLINS@TOWN.SOUTHOLD.NY.US �'� 1/�[ ,•`� J I CHTER@TOWN.SOUT 0 D NY.US •-•..,,....,1/.` APR 14 209 Office of the Engineer Town of Southold BLDG DEPT. TOWN OF SOUTHOLD STORMWATER MANAGEMENT CONTROL PLAN REVIEW COVER SHEET ( TO BE COMPLETED BY THE APPLICANT ) PLEASE NOTE: All Contact & Project Information Requested by this FORM is Nessary for a Complete Application. APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) PROPERTY OWNER. (If Different from Applicant) NAME: rl lv/1-12a to r5. ,r NAME: Z7 •r. ADDRESS: 0 7 5 t-1.1 t t. X27 , ADDRESS: OLY l 1-t D UD t,J1,`(, ( 1 6)7( Telephone Number: 4)1 7 X67 °-(meg-7 Telephone Number: Completed Applications can be picked up at the Engineering Department after being notified by the Department, or; it can be Mailed to the Applicant with the submission of a Self Addressed 8.5"x 11"Envelope&Appropriate Postage. DATE: ( ( 1 t f Property Address / Location of Construction Work: 475 t-ttlA- Cz4, SCTM #: 1000 7o L{ 37 Dov° tt?L D LJ_le, J1 ") 7/ District Section Block Lot Required Documents for Stormwater Review: X Copy of Complete Building Permit Application. * Stormwater Management Control Plan. (2 Sets) Note: SMCP's are required whenever Grading or Excavations exceed 5,000 S.F,when New Impervious Surfaces are created,and/or when existing Roof Systems, Driveways, Patios or other Impervious Surfaces are Re-Surfaced. IE De Minimis Projects will NOT be Subject to the Submission of a SMCP During the Stormwater Review! Note: These Projects would be Limited to Interior Renovations, Replacement of exterior Doors&Windows, Deck Construction with Loose Fit Decking, Installation and/or Modification of Mechanical Systems or other similar Work. )IE A Complete Description of the Scope of Work Proposed under the Building Permit Application. AE A Completed Stormwater Review Checklist. If No or NA are Indicated, Justification is Required. * ** FO ►� ERING DEPARTMENT USE ONLY **** Reviewed By I _ Ii, ,.a; , Date: Cj f / ►/ Approv-.: 1=1 A.•itional Information Required: FORM # SMCP-TOS JAN 2014 ,,(5,..sum '•- CHAPTER 236 , ;0. ,2) STORIVIWATER MANAGEMENT CONTROL PLAN CHECK LIST g a .$ 1 Z DATE: APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) 0 , NAME: ':. '04 ���.•'• SCTM #: 1000 lo - 0 • Telephone Number: '''''•,.,,,,,,,,', District Section Block Lot S M C P -Plan Requirements: The applicant must provide a Complete Explanation and/or validation of all Information Required by this Checklist if it has not been provided) 1. A Site 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 ✓ _ b. Total Site Acreage. � - c. Existing-Natural& Man Made Features within 500 L.F. Cr- Z ill�, of the Site Boundary as required by§236-17(0)(2) ARRDVe0 a � d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. '1 5 1 4 e. Limits of Clearing & Area of Proposed Land Disturbance. 10616 f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures,roads, ✓ - driveways, sidewalks, drainage improvements& utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. z-- I. I. Location of proposed Swimming Pool and discharge ring. V j. Location of proposed Soil Stockpile Area(s). V u-/11-j,4-I k.2 ->i GOp) fi,.0. ITrLtro A,t A; k. Location of proposed Construction Entrance/Staging Area(s). V- 1. 1. Location of proposed concrete washout area(s). 'V ipp tli- U A L i t. ) M. Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate vz - — 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. = Gi'?>(2( J b4 i Jt 1ACPC/ C. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e g.infiltration basins,swales,etc) _ FORM # SWCP Check List-TOS JAN 2014 yam! Town Hall Annex * * Telephone(631)765-1802 54375 Main Road =„ cA rF (6765-g50`� P.O.Box 1179 • roger.richertown.31)southo d.W.us Southold,NY 11971-0959 ,ti COUNTO( i BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION • REQUESTED BY: bdt,L,dkpgoj Date: 11/t Company Name: Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: r �''L+-� tkt Sz--13� *Cross Street: *Phone No.: eo, C 7 65---4E 1 D • Permit No.: 17 .`9707 Tax Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ NO Rough In < " Final Do you need a Temp Certificate: YES / NO Temp Information (If needed) y�1` A 'Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other 'New Service: Re-connect Underground Number of Meters Change of Service Overhead kdditional Information: PAYMENT DUE WITH APPLICATION 8(P61 eGvv- 82-Request for Inspection Form 'Gt a v .• 12, 7.l'"..."...t ,t,s Ivy ,....t.t.v 1.1::...,,,,k,:14-,..,-4, W1A•or;,•:;te*.. ,...",i.,.'4.2-14,-.",-.-.411,s,sq9.•%1TR,!•,._,..4.,am-±.r,,v..-r,....,...!-2-,;••;e>t?„;..•,!•,,•,,. 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S5d4 '°C)"50.86 0 E. 887.95' to 0 49 ,4, 12.3 Wells Ave. 7 N O O (0q1 I L? ± N REEVED -03 2 ) ' UEL 10 2013 ASPHALT FENCE DRIVEWA--� \ BO t D OF APPEALS PROPOSED SHED GARAGE N \ 16' 1- a 18'•4 617Sq.Ft. - , `���� I 11.5' N ���� SPLIT LEVEL_.- HOUSE NOTES: a MONUMENT ,T�1`V ,j, � � DECK I / 15 + ��r� � SUFFOLK COUNTY TAX MAP , 34' Bldg Dept copy •m ZBA 1000-070-30 EXIST. PA-10 Final reviewed documents PROPOSED ZBA File# LOT AREA PORCH TO BE Date: / L.._ 544Sq.Ft. REMOVED 24,321 Sq.Ft. 280Sq.Ft. I O r- O . O - - 5.1m O -p O O N N z o 1.2 I - 7OENa) \.A. N U NA, • ORDINARY HIGH N.Sg - - _� �' ilj Q!,--, �A'i t WATER LINE ”2101- 1/v. - I"' ��-� i95.74, 77 JOCKEY TIE LINEo . 1 / IT ,, �9� : 7016 �p REEK DOCK oF NES SITE PLAN Scale: 1" = 4K70" VILADEN 3AY .A. 475 HILL ROAD SOUTHOLD , \Y 11971 \ ti u.Q oLL '' 18'-O•MAIC C to C g , .,,n-=- ..<,,„� ray+y r"kx., •-�'`.3�.rf � �'�6•MIN /�S%'J F` HILL ROAD �� �� 36• MINIMUM 2 x 2 FENCE P. WOVEN WIRE a III (6z6 - 10/ 10 '11 s 11.9 S.68d58'50"E. S. 5 FILTER CLO' Ill Q R d 4 '�0»E SLOP " 50.86 i■I' 887.95' to Q 4s. , 12.3 CLO 0 GROUND fg Wells Ave. Q 4 ±; Q MAXIMUM DRAINAGE AREA N O1/2 ACRE / 100 LINEAR FEET in SECTION DETAIL GRADE + I N SILT FENCE DETAILS TOPSOIL R tc.:itt: 1' 1 co SCALE NTS 1<i co SAND 5' EXISTING 6' FENCE A1 ASPHALT FLOW _ LIGHT5u ,„,_ DRIVEWAY EXIS GRAVEL ' ' 'Z 1' I SHED® /�J 11' J SLOPE 4 VERRCAL II FACE SAND (1r(+-) ta' BEDDINGV DETAIL Ii WATER © 11' 11.5' ANGLE FIRST STAKE TOWARD iv I PREVIOUSLY LAID BALE. 11 \` �r EXISTING SPLIT L 1 I LEVEL HOUSE _ I °10W I �` TEST HOLE '`� TEST HOLE INFORMATION NOTE: 1 I / ;��'tti.�� BOUND HAY BALES p �� PLACED ON CONTOUR y -sem ® - IS FROM RODERICK VAN I 1,161 •F• EXISTING I _ , � 2 RE-BARS OIFtL PICKETS OR TUYL, P.0 SURVEY 1iN ADDITI N� IIIA DECK °N J GROUND STAKES STAKES FLUSH DATED AUG. 26, 1973 II I m WRH TOP OF HAY BALES _ ANCHORING DETAIL + / EXIST. I PATIO STRAW BALE DIKE DETAILS 4” DRAIN I B•THICK SCALE NTS CAST PIPE (TYP.) corEicRE1E i6•TOP TRAFFIC CONCRETE \ ---_ / SLAB GRADE COVER NOTE: I 0111.111.11111, aglow III- uuu o MONUMENT min B' DwMETER HAY BALES & I o m-----IIII om®®®®/= z E DEEP I o®®®® PRECAST SUFFOLK TAX MAP o SILT FENCE. a ml HEM DDNcz CHING i 1000-0708�Q �✓O o f I I I S GRWAOUN SAND 1 all 1 ER OWNER D'-Dia.,. .- • A,1AA' ��� �� ° 5.1� SECTION ® LEACHING POOL MLADEN BAY � same Nf5 o LOT AREA zI (1/4k /` STORMWATER CAKCULATIONS 24,321 Sq.Ft. 1.2 ® ADDITION ROOF AREA = 1,161 SQ.FT. I , II cV 1,161 x 0.17 = 193.5 QU.FT. CA ORDINARY HIGH N.5 1sd5,21p _ BFT. x 4FT. LEACHING POOL 201QU.FT.` WATER LINE q w. - `- \TIE LINE L96.74' /4';31,)o 112,2 ` 1 JOCKEY CREEKsr EXIST. 7 142,q q,' STORM WATER MANAGEMENT PLAN kt, MLADEN BAY R.A. 475 HILL ROAD Scale: 1" = 40'-0" SOUTHOLD, NY 11971 ( OA ( Bldg Dept copy from ZBA Bldg r,« - D. rnr�' ZBA "II Bae Final reviewed documents Final r:,"s,;,'•oocJr,ents ZBA File# ZBA MIL a' CD Date: / / Date: / a al o z C cL ..-_, -LI Cid® A J�G IS{ �4'CONC,APRON JO =,_CJ � m EXPANSION JOINT (7VP) 4'CONC SLAB ON / \ /// % RELOCATE GARAGE 1 ,I / GRADE W/WELOED /\ DOOR.INSTALL � / WIRE 4ESH OVERHEAD TRACKS I • I UNDERSIDE TO/ I '— • UNDERSIDE OF GARAGE ABOVE k::::: SL/E3LOUSING E-, '; I HOUSE \ ON GRADE EXISTING 0) FIOUSE _ \GARAGE - �— I> 61/ Sq.Ft o z PORCH ,7._;\EOP PORCH I I ; \ ^° °^ •i JOINT I S REF EXISTING f- -arm 0 ^ I `4'CONC SLAB ON I I CE LITR SHINGLES - —I I GRADE W/WELDED I A D INSTALL�"GYP / O L WIRE NESH I RS KN W GARAGE :-E = --11 la % E%TEN ION(TSP) X14 •-4 I ,4 •-4 J e-d' d �A'-O' ,� 3 d FOUNDATION PLAN I // \ EXIST ASPHALT PAVING p o) COLUMN BASE LOCATIONS D % I — sca1e ,/e"=,–o TO BE'REMOVED � / \��1 gf Sq Ft 2%4 s 6 I OC OF EXISTING / / HOUSE BELOW SLOPE SLOPE, 1b'oC �7 \ "'T� ,"...•.a u �_n —1 �/ ■ ■ ■ � e ■■�_ �/ EX} r----` �� 17-0• JGL� / ,/ EAST. CONC PATIO I V I I I TO B� -REMOVED— RESTORE RIVER WITH PORC�i 1 280 Sq 1 RUNOFF GRAVEL 7 w LINE OF EXISTING HOUSE 1pjppp �� UNE OF EXISTING / N �I AT 2nd FLOOR '� HOUSE AT 2nd .19 I 1 / ©� 544 at Ft �� FL00R 4)2X17 SLOPE -;� 2)2%8'6 LL COLUMNS. 2. V/ EPDM FLAT ROOF ���j'' 2 2X70'o (TMP) 4"CONCRETE PORTION Qi ) SLAB ON GRADE • 1 MEI El El El 13 I I 04.-0" 10'-4" �_UNE OF _ �, HOUSE - I ■=�■ BELOW I M=� C SLOPE 0 OPE +U PLAN UNE OF ROOF 2 Scale I/<'=I'-0' W--111 SUPPORT STRUCTURE I 111MIMIIIIIIM BELOW BELOW L i :. ■ LEGEND PARTITION TYPES ROOF FRAMING PLAN EXISTING WALLS TO REMAIN ROOF PLAN 'v`ELEVATIO`I Scale t/a`=L'–D S°nle I/8'=1'-D" z a DETAIL(AREA) (1 EXTERIOR WALL.ASSEMBLY-2x4 STUDS,i PLY ONG NO / I WOOD,FELT PAPER,CEDAR SHINGLES I SECTION 3 - J DETAIL(SECTION) ft. SI-LETS 3eNIN Cl 1 Bldg Dept copy from ZBA 8 8 Final reviewed documents REMOVE EXIST • ZBA File# Q a O I Il I Ill I OVERHANG OVER 40 EXIST GARAGED DOOR I Date: / / co c 1 _JO REPLACE EXIST ROOF in,nmmi ..immili - -- •:xF SHINGLES TO W=_ SHINGLES AT THIS AREA I MATCH EXISTING 0 4 VT 10"FIBERGLASS I II 11 I COLUMN 1 11 'l1111 1 GARAGE DOOR r CEDAR SIDING TO CONCRETE MATCH EXISTING PEAR n[1Mn ELEVATION A Scale 1/4"=1'-O" N CD C Q Z> — 0 t ROOF SHINGLES TO r MATCH EXISTING J C 111 1 III Eil U r�� r � Il ❑ 8 z 1- ROOF SHINGLES TO =�� ,.1■J �� /�nllnn111�l�lllll ��m—m�� MATCH EXISTING aT ii�� �_' nmI11111nnnnlm111111111/.._ m Mr..— �� 1......1.1........ifi��... II�ti1 I 1„■I 1 r' I I I I I��• V __� nLLLlfiiminmmmmmminmlllmn.I5. TT,n��1:����j{� 11111�111Na11. III I III IIfTIII1 .1.,.'.111,.'■I.,.n111 III CEDAR SIDING TO I CEDAR SIDING TO , MATCH EXISTING �11NEM11nn11n1111Irn11n111 MATCH EXISTINLG •111n11111�1111n1umulml�n (TYP) /I LI =r] 1 111 1H 11 1 lu 1 1, Illi n 111111111111111111111 ELEVATION B ELEVATION C Scale I/4"=1'-0" Scale 1/4"=1.-a" FRAMED FLAT ROOF 11111111111122 POCKET AT WINDOWS ,© 3 /// 8'�J.,,.II �I�—I��' ■`©,! 4... \ EXIST CHIMNEY 2x10 11 I ❑ 24'12 ✓"'` l _ -= I I 1/2"Ply Wd (Typ) S/S FLASHING T '� , 11 I I 4 24" (3)2z12 9 3'1 __\ ��. 3 y 3•I BLP, TO MATCH 2x8(TYP) EXISTING OVER \ TI°ImI' RAFTERS � 2x6 COLLAR TIES AT 32"0CEXISTING _ a.-�I (TYP) 2110(TYP)EXTEND EXISTINGs FASCIA BOARD 1r U 11'r I= EXTERIOR (PT)6x 2-34CONC SLABla I ❑ W <C WWALL COLUMN "I W/VARE MESHk4 CONCRETE4CONC ASSEMBLYPAD SEE PLAN W/WIRE MEGRADE i J — DWG NO 2 4 CONC SLAB EXIST GARAGE I •I I W/WIRE MESH DOOR TO BE I I I SECTION 2 II. RELOCATED " SECTION 1 I\ " ; ",1---n I n r \ -k_yi._6. Scale 1/4=1.-0" -- Scale I/4"=1'-0" SHS IH<XNMlAXH - .. Bldg Dept copy from ZBA Final reviewed documents _ -‘•\ ZBA File# DnA . / • _ EXISTING CEDAR CORNER SILL BEARING SIDING REMOVED POST' l SIMPSON PLATE IP' AND REPLACED AS,r�IVHOLD DOWN ^� NECESSARY BRIDGING FASCIAiiiIIII�` CORNERALLEl/ ' S/S FLASHING BOARDS`\C POSTS(OR LINE OF CONCRETE RIDGE VENT W/RIDGE PLY WOOD CD - �. EQUAL) [ ;0UNDAX0N � SIMPN SSP SHINGLE TO MATCH EXIST 2x10 raidiN , o_� \� I .16"0 C 2x12(TYP) /IRAFTERS a y, ( �� �f4 REBAR V OR EQUAL /{ r .16" Z 2x10 TYPSIMPSON SSP ( ) O C (ttP) / }O _-)X12"ANCHOR 0 16"0C IISINE OF GLY WD J Im JANCHOR DOLT BOLT 0 4-0"OC ' SHEATHING ONOR EQUAL EXISTING HOUSE PLY WOOD I \ WHITE ALUM z=0 CLADDING AT Lu 2 I CORNER POST SILL PLATE STUD TO SILL STUD TO TOP 2X4 FRAMING BoRDS gN l- HOLD DOWN ANCHOR BOLT PLATE TIE PLATE TIE REMOVE EXISTING CEDAR �o SHINGLES AND INSTALL r . GYP BD IN NEW GARAGE DETAIL VINYL SOFFIT SHEEP METAL EXTENSION 2xM1 EXTRUDED TO MATCH SHEETRTRAP NAILED ALUMINUM EXISTING TO RAFTER® Scale 1"-1'-0" FRAME 16"0 C ` �/ II .Ir-_ WHITE ALUM /I � SIMPSGN STRONG CLADDING AT ` `- , ;7 /-PE HI®IB"OC RIDGE VENT �II FASCIA / 1 OR EOUPL ' 2x12(TYP) (TMP) ROOF (2)2010 BOARDS —/ II I \41%%,...41...- Go- .�' I •��� 2x12(TIP)�� SHINGLES TO '/ SHOP NRS NOT 14\ �, '� •II EXISTING DETAIL r m\ �� � SIMPgON STRONG 1 i'-0 cn TIC N2®TRONG ROOF RIDGE OR EQUAL PLY WOOD SLIDING GLASS DOOR Scale 1"=1'-0" ROOF DIAPHRAGM ROO DIAPHRAGM UPLIFT STRAPS PERIMETER DETAIL PERIMETER DETAIL Q >- DD ETA I L 2 Ply WD W/ROOFING o Z TO MATCH EXISTING CEM..Or a U.12.[x4203 11Ewsm or sawn west HAI 4PAnNaSIMPSScale 1„=1.-O" (ttP) PLATE aac-coon) Roor Twrnxo 0- 14-114.11: SMPSON 0 EACOH RAFTERN H1Z ` J O CB LCB FASCIA BOARD = / PL.(m[-140,.1 - / �"PLY WD W/ROOFING I _ - 2x70(ttP) _ u+uE1 �trux_.1m lie TO MATCH EXISTING W/ALUM _ `oAmmav aPaE-xu,m) (NP) CLADDING�_ _•w wIn .: scum Joss 4PS emus re TO warn a.e'er-mem) - MINIMUM SIMPSGN H12 TIERUTm 5,0E-woo) - ®EACH RAFTER VINYL SOFFIT (2)2X4 (� O yRw.R0 TO RUT.(124.4.cm1 -,m 4x01 em FASCIA BOARD TO MATCH HEADER Cn w/ALUM !I :2;:EAM TOP Pl. rurz(.c4-10¢mI - CLADDINTOP PLATESroMSRA TO o� ) I VINYL SOFFIT 1 TOP 310E a SRO(2140-.107 - I` �I�o TO MATCH SIMPSON OHM PEI 225 SILO EXISTING S PSI18MG A-. PER 225 STUD .T OGROM PLATE TO MOP JOISTSTRAP TIE PERaT COLUMN BASE a OAND . — sr t.ltaR14aa.NAREa7°� m�N ANCHOR SCOPE OF WORK OMR;ROTO SILL TW PLATE OR OMR 000-0007 PER AST 1 Provide new roofing at NEW MC.10 xiST(wE-N2,.7 addition(use 40 yarchitectural scow.cc Dor a°[_Nwi[a) _ shingles to match existing i, 204 0 16° m Sc RATE 004-xw1007 2 Provide ice and water shield `0000 E-iw100 000/, wide at all new roofing 5/8"ANCHOR 1010 CAI 1.002R aac.1007 k BOLTS 0 S-O"0 C 204 TRACK o WO 200T TO s0m(0-0081 (PT)6X6 am JOST 70 s[0 (r0E-202.20) -120 Pm root 3 Provide 3,600P51 concrete 5 al 4"slob area All concrete 4"CONS SLAB I,s Root rRnnw slabs to be wire mesh reinforced SIMPSON EL 01-Q W/W W M STRUM./P.LS Rd 0 2004 a nm BC66PC LL 4 Provide 1/2"ply wood roof COLUMN BASE 11 1S3 OR 1R,Ys•RICA,. - PO SUPPORT and exterior well sheathing +1•II „ > Moo m wool 00100 ° PER SUPPORT Provide fell ,near '2 4"GONG SLAB r paperW VJ VlM 0,95,0'wu�w r Soar/IV neo E L 0'-0", / GRADE j ii3-- - .,1„g 000 11N OESION CALCULATIONS 6 Provide 204 extenar wall „ > - (f) _ tTu+r PANELS m a mos/,r n1. y°."IGy framing Use(2)2X4 header „ "a te 54 VERTICAL BARS Z Roof.to psr plates,and(1)2X4 sill plate BENT OVER 4'_0"IN �',e MEM [5,r/c rcw WALL.•�PV" P 7 provide 2010 roof rafters PRE GRAD > FOUNDATION WALL 8"CONCRETE TO SLAB AT 2'-0"O C O 0/» J cox/a n5,. 2' FOUNDATION WALL GYPSUM.100A00 5,0..5 r meE/0.OSLO �,."21Z0 R.m V with 20x10 headers et wall opiates, _- FOR ADDITIONALROM(awx0 0101 140 Psr unless otherwise indicated2)54 HORIZONTAL 11.003410 0.coo,,2 coo drawings �OL� R"� - INFORMATION SEE "co°j C� MAME LICARO PAN. 04 0.0.,/,0 nm ma,�» DETAIL No 5 AT BARS W/I6' OVERLAPS CONCRETE ALL WIRE TIED Li WEAR. - `3/12 111 NO FIN.ES 6 Prowtle vented vinyl eves to DWG No 3 FOOTING OVER m rxe OR 1,5 2-50 //15°R � m Ru,nc,o 10,100 match txlsbng VIRGIN SOIL TOGETHER -I U LI 1x15,• x,020 na3R mmxa-a° P. A2.WALLSN _v�o e Provide Nanta at Tam NtlgeS (2)55 BARS , III Q momma wm0 .0010 0/:4,,,0 DETAIL 4 (Section © Patio) CONTINUOUS ro CL z L 5,e va.a t0 Provide ear shake sidingo 7 OR Em [/,0 NM at all n work ares to motto 11014 ,m 3 E /a•r>o. a isting 5,W Scale 1"=1'-0" , o mRo�u xc 1 1•-4" 1 DWG NO °.R °° sop.,sup. ABLE 83012(1) IM E AND GEOGRAPHIC• DESIGN CRITERIA DETAIL 5 (Ty p. Wall Section) EwaSIA.O1 TO DAL.FRU iii EEaGwrzc "" aa„iI town MOW m,P O.000 NAV. ."204,i.,,. Scale 1"=1'-0" 000 0 PERROT.TO 22%COMM TO t-ieo NAL PER FOOT ION REx4ANT II ms CAGE ROOM 1.0.1..15 arE STAN..PEP..adG1 e.mR 140 Ps ,33 a 512(2[ J-0 10"10 m u.,¢w�e ,>'f . 000100 IN CONTRACT 3 r'i 5I0Z 8 - EdV I� �I,, t LVA \ 18'-0 8" FIBERGLASS A COLUMN 10 X 10 ,� t C f 18'-0" CONC. JIERE( o �...__.. O ❑/ f- CONC, APRON 013 I , I S i I EXPANSION ,/ 10'-O" ',, 0 1 JOINT 'L, (TYP.) r, __:J GU 4 CONC. SLAB ON o I GRADE W/WELDED DOOR,RELOCATE INST INSTALL / G\�lMR�oq�� i: i , N i WIRE MESH OVERHEAD TRACKS/ \ *`` `4,' el , PARALEL/TIGHT TO i i 'cn ` .„ ,.. ,2 ' 1 -0 UNDERSIDE OF , � � GARAGE �- ----.-';' RAI- I ERS ABOVE �� , �oF�o,o�� o X I NEW I I ce -NI © I LINE OF i',-) \:, / cv I cv EXISTING I `W' 4" CONC. S B Lo a I HOUSE ON GRADE EX S NI�- 11 I I O U S — c 1 �- — — GA G E r —, „ - - 1 f 61 S (---- n < ,,,,,_ 0 ..7.- 17 -0 POCH 1 I \ / _rib CY EXP. I © JOINT 1 -_-________ / RE VE EXISTING \-4" CONC. SLAB ON CED. R SHINGLES '� I I GRADE W/WELDED 0 A INSTALL YP.&"RAGGYEI7 I WIRE MESE ,. B INEW _I L 1 ,i, XTEN ION T -/ -- I ] } } FOU \ RATIO \ PLA \ � �_ ' „_ ,_ „ -, �X I ST. AS r CAU \ G c B Scale: 1 /S - 1 0 3 �- 1 �" S LID _ n / _ CORE BIFOI._ -____T TO 3E------R = IV OVE DOO ' Sc . Et 4c-0" \ , LINE OF EXISTING ANTHONY POWER BEAM 2X,4 s © 3'_ 1 �� µ' HOUSE BELOW SLOPE SLOPE 5.5'X1 1 .7/€x„ 1 a.c, - - )(1' / / / 1„.._ _____,s, ___-_,,,,I r------'--7----- — T1 - - ( ) 2X12's \ ,,, // EXE. / JOINTEXIST1�r- ( C cs COCO \ C . ATO - 17'_®r, -ham r--'� o ci L ____ _ I 3D-0" TO B - V OUED --.� X ` !� _ __ _` ff 5" 11 17 -78 `� --''� RESTORE WITH i _ 4 D 280 Sc E 2" RIVER ►u LINE OF EXISTING HOUSE I LINE 0- EXISTING 0 C H --'' w �- I RUNOFF GRAVEL I o 91 - AT 2nd FLOOR HOUSE AT 2nd -CO /'� ``',...�, 0i ro cn , OO R t- 5 �l �l Sc . 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SLAB ASSEMBLY 1 7 F-- cn 1 _00 -..:1- 4" CONCRETE /8 (...D .i,,,,. 1 " i W/WIRE MESH GRADE < z I PAD SEE PLAN 2'- ..c,..4 -§-- [ \ < ry_ 0 ... - _ . . -L--- -----N\\-- II I DWG NO: I I 4' CONC SLAB EXIST GARAGE --c) 1 W/WIRE MESH DOOR TO BE - --) I I .I I RELOCATED SECT 0 \ 1 I— I\ / \ i , S FCTI 0 \ 2 \ / „le-4_4 i -6" Scale: 1 /4"------1 '-0" , _ ...._..-- "-- - .,....1„, --- I, 32'-0— 1 5" Scale: ,1 /4"= 1 '-Q" , -- 1 6 SHEETS IN CONTRACT 3 • . .,. , . . CO01,i,ct P , . ...... \.).\-, I,:;'L_`r V'ITH ALL CODES OF f 7 ',' '..r13 R,,;';`i 4D NEW Y07,1( S TATE & TOWN CODES -7� AS REQUIRED AND CONDITIONS OF DATE:_, "Nig_ B.F.;i 6 �I SCJTHO.DTOWN ZBAgj;.(�L��,� r' r:17r' �t.!_ 'N(i "._P ,r E:' r AT - SOUTHOLDTO€WN P . ' ,RD r .. 7a5-�'�-ii',I'��, £3 AM "I'(.! _' i.':'� FOR 1"i.�._ r�,,. _r'I`I"i, I`1JS� �.7�� SSI:i,u1 fl fl\�a�T✓ US.EeE.S �.i7 rl' i ,l r I� S: ,. FOU'I;DA,TlO J - T 1VO `<L-QUIR' L' _ N-'7F.,717:i FOS, POUP.ED CONCRETE ,,.w" -c---- 2. ROUGH - FR'' „ U,,.,I, v,iri��u �4; �...J.,; I,JO r� n i 4. FINAL - CONSTRUCTION MUST OCCUPANCY OR ,,_-, , ' T' BE COMPLETE FOR C.C . 18 -U �- �` y,...,___""" _.M__ _ __.._____._.._,_._""..__ I ,--- ( - ` ALL CONSTRUCTION SHALL MEET THE USE IS UNLAWFUL < 0,-- .„„,.. f I f. " REQUIREMENTS OF THE CODES OF NEW WITHOUT CERTIFICATE E.G0 r�_. W ate; I YOR< STF,TC. NOT RESPONSIBLE FOR 1 1 8'-0" DESIGN! OR CONSTRUCTION ERRORS. F 1 ro �.,__ p OF OCCUPANCY 4 GONG, AARON -�/ I = I i- �,"" — _ , \ \ , ' r !..'."1"---" -------1;;r."7'-':.7,E;Tt7:"=;:;;===r-"--.:17::::::7::"TT-1i - EXPANSION / ,,,, \.. �, ,,.. t � , I _. JOINT 7.o 1 (TYP,) CONC. SLAB ON I _ RELOCATE GARAGE , `.,,\ RETAIN STORM WATER RUNOFF ���ED qt I GRADE W/�h,ELDD ' DOOR, INSTALL�TAL►_ I PURSUANT YO CHAPTER 2367 ��ppE t'�y,,Af€ OVERT-IEAD Tf• ACI'S ; ���` , i___ OF THE TOWNCOD . '4� i� �I NI V'r1i\E MESi- / ` i _,. ..,"w , IT a _ fr: " PARALEL/ I IG-IT I O II N. },.,,.,......... 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I 2x ; TATE ROOF ,:,://° 1 1.11r4.1 2x 1 Q TYP. �_ �� INGLES (� I 4111 %I I \ �, r,11 ATC i HANGERS, NOT 01' EXISTING \� SHOWN 5'"t?SGN STRONG --.-nD I— TA I L „5 " !ITIEH2 © i6" OC. OR EQUAL \` PLY WOE , __. )( r WOOD I 7 L .`-S DOOr. ,r'' �-'� �! .� S IC�i",G GI,I _„” ROOF DCE „>,.., ..ail GOOF DIAPHRAG vI ROOF DIAPH . AG V : UPLIFT STEADS PEIVETER DETAIL PEIVETER DETAIL , -:, [ fir,,,,-Th D I— TA I L 2 P I y W D. VI/R,0 0 TO MATCH EXISTING Scale: ' "= ' - 0" (TYP ) -- ,... DESCRIPTION OF BUILDING ELEMENTS NUMBER OF COMMON NAILS NAIL SPACING �' S I " r F ROOF FRAMING �f ) J �" r Ei1f;i RAFTER l o, �:;��P :ori ' __ _ _ C..., I RAFTER TO TOP PLATE (TOE-NAILED) 3-8d PER RAFTER r:;�jC;("'!A �nt'i.' D __._ \ r,. CB LCE 1" \; _,_._ , CEILING JOIST TO TO PLATE (TOE-NAILED) 3-8d PER JOIST / PLY CJD. V!J/ROOFII'-!G �,J - .X < <,.} !, I YP.I —� , TO MA-CH EXfS"FiNG /ALi ;`' ,. CEILING JOIST TO PARALLEL RAFTER (FACE-NAILED 6-16d PER LAP ® f"' "` ClC;I"".AFSD{I`JG __"_ --. 03 CEILING JOIST LAPS OVER PARTITION FACE-NAILED �P ) ( ) p e'" `_ 6-16d PER LEP �I��iVi���� c.�, � , r I TIE ���,. �,. F.. ,_.,�•....___-___ 1 X .4 �.; �•........, (,,_,.,1 COLLAR TIE TO RAFTER (FACE-NAILED) 2-10d PER TIE ® .� PY PSC7 V H 17_ - - (2 f1.-, I EAC i RAFTER N,, VINYL o FIT I a "_, v, BLOCKING TO RAFTER (TOE-NAILED) 2-8d EACH END TC id / IR t-rv/ i�E",-` W e,,�,,,,- (i RIM BOARD TO RAFTER (END-NAILED) 2-16d EACH END11'- /-) FASCIA BOARD "�\ \ TO ^ ,.; WALL FRAMING ,/ 1 V4�/�� ."-UM. \ _ 2X 1 0 (TYP.) TOP PLATE TO TOP PLATE (FACE-NAILED) 2-16dh PER FOOT C DD C% 1 X WITH 'r` S TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-16d JOINTS EACH SIDE �` '" E r",L U M• ~ i STUD TO STUD (FACE-NAILED) 1,,,,.,v,„_,,,,,Ie s _"" -- i - )2-16d 24" O.C. ,. , _A 1J f J�� _ !(2� 2x I o BLA,/ �1_: HEADER TO HEADER (FACE-NAILED) 16d 16" O.C. ALONG EDGES r / VINYL SO- F!T ° �- _ I f,_...___"...."_""..................."",.,,_."_,".,,,..,"..,,_,,,, ___,_, TOP PLATE OR BOTTOM PLATE TO STUD (END-NAILED) / / �r �' �__`��,.� ' `-"""- SIMPSON 2-16d PER 2X4 STUD I TO VATCH�.!-! ,.--� ^ I".�_"_ 3-16d PER 2X6 STUD �/ EXISTING IN ..7 ! PS418PC c„.) 4-16d PER 2X8 STUD ` 1.., 1 2-16d 1'2 PER FOOT ` ' I � '` O V I ! STRAP TIE BOTTOM PLATE TO FLOOR JOIST, BAND JOIST CO L-U \ 3 A S E END JOIST OR BLOCKING (FACE-NAILED) f 2 -'3 i„ V- A\ C H 0 SCOPE OF WORK FLOOR FRAMING 2 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d PER JOIST 1 . Provide new roofing at NEW addition (use 40 yr. architectural �-I�1 r ,, r;;f �.j; BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END '' I shingles to match existing. - , 0 BLOCKING TO JOIST (TOE-NAILED) 2-8d EACH END J ,.,, BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d EACH JOIST 2. Provide ice and water shield ! LEDGER STRIP TO BEAM (FACE-NAILED) 3-16d 24" O.C. 2'-0" wide at all new roofing •' ANCHOR JOIST ON LEDGER TO BEAM (TOE-NAILED) 3-8d PER JOIST work. , r y „ - U B LT`' BAND JOIST TO JOIST (END-NAILED) •• PER JOIST "- (P;-�") rj}(F' r_, BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) •• PER FOOT 3. Provide 3,500PSI concrete I % at 4" slab area. All concrete I 4" CCONr S ..AB i ROOF FRAMING r--- , r--. ' ' I slabs to be wire mesh reinforced. SIMPSON - ,,...` }' ' ° " - I / t"` STRUCTURAL PANELS 6" EDGE/ 12" FIELD G 0 0 ( — � " LL„. ! s{/yf' DIAGONAL BOARD SHEATHING ', I ^�, r y . I f 4. Provide 1/2 ply wood roof C.,ULJ < f I BASE - 1 PER SUPPORT and exterior wall sheathing. r" 1 1nk 1"X10" OR WIDER 3-8d PER SUPPORT .. 4" CONC. SLAB CEILING SHEATHING5. Provide felt paper under .— � 1� :,,,,,.: I �"�;% siding. L _ — (� ° }r'�/w w M cR r- "."._..... GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD p I WALL SHEATHING DESIGN CALCULATIONS 6. Provide 2X4 exterior wall > I "," `"``_ STRUCTURAL PANELS 8d " 12" framing. Use (2) 2X4 header � 6 EDGE/ FIELD g ," �.._".,..._"_._"_. - ,, :,.,.;.,,..;;,,. ...•,,,,,,,,,,,,.... . . „.. _"_....... � DEAD LOAD � �'"- ," ,.� I"y�Ly 1 � I ,,.- fir'=°.,, , �.... TI CAI..... ,..st ., ,...,; �� FIBERBOARD PANELS ROOF = 10 PSF plates, and (1 ) 2X4 sill plate. ` - = I7 �'' BENT ; '_ t' "," n ' �,, CEILING = 5 PSF Com'_ o j , r� I vi €'a I �J ff,.." � t. IN (...) 7/16" 6d3 3" EDGE/ :: : GRADE _ _, ,,,,, �� rWALL = 11PSF j O � _t ':;; / •-"0 '../,C37. Provide 2X10 roof rafterst.� IVI' ' i 8d 3" EGE/ ` 711, �? -_",_"__ FOUNDATION WALL. DAT.; WALL ."3..".........""........._... / y ' LIVE with 2X10 headers & wallplates, GYPSUM WALLBOARD 5d COOLERS 7" EDGE/ 10" FIELD ROOFL= 20TPSFE R301.5) o n �.m,,, .> ;:,..�� „/,„,,,�"„ "." _ ”. J R AD D IT O i'J ` r',�, �r - unless otherwise indicated ,. i ,, � 3, HARDBOARD 8d 6" EDGE/ 12" FIELD FLOOR (LIVING AREA) = 40 PSF drawings. (2) INFORMATION o � � � �' _ P R ; ; E 1 1 R til/ „ PARTICLE BOARD PANELS 8d 6" EDGE/ 12" FIELD DEFLECTION LIMITS (TABLE R301.7) DETAIL N©. 5 A,I r it P. rr� RAFTERS HAVING SLOPES GREATER ti C`�)iti"F'I'TE.. F`'!"_�- WIRE TIED i 1- 8. Provide vented vinyl eves to DWG. No. 3 " " DIAGONAL BOARD SHEATHING 2-16d PER FOOT y I"(� THAN 3/12 WITH NO FINISHES OT OVER ! TOGETHER CEILING ATTACHED TO RAFTERS = L/180 match existing. , ` ) 1"X6" OR 1"X8" 2-8d 6" EDGE/ 12" FIELD / VIRGIN INTERIOR WALLS AND PARTITIONS = H/180 SOIL. "�""`�_ I 1"X10" OR WIDER 3-8d PER SUPPORT FLOORS AND PLASTERED CEILINGS = L/360 .,"`,.,� ALL OTHER STRUCTURAL MEMBERS = L/240 9. Provide vents at roof ridges. , ( .",,i? , f_ FLOOR SHEATHING g EXTERIOR WALLS 2} !'Or�,iT!r�UOUS ! �- - AIL 1l Section © actio _ �.,,_� I. WIND LOADS WITH BRITTLE FINISHES = L/240 10. Provide cedar shake siding o , STRUCTURAL PANELS g — 'X...,; ` _,,, WIND LOADS WITH FLEXIBLE FINISHES = L/120 at all new work areas to matchLi- �;. 1" OR LESS 8d 6" EDGE/ 12" FIELDN- �� ' existing- S " _" • 1 "= " ' -0" _..."_"._._.._ __,,,.,""...................___""",,." c, �....,.., ;..a GREATER THAN 1" 10d 6" EDGE/ 6" FIELD Sca a �` DIAGONAL BOARD SHEATHING 1 ' 4 " s-1;^ *- 1"X6" OR 1"X8" 2-8d PER SUPPORT y D : NO: 1"x1o" OR WIDER 3-8d PER SUPPORT TABLE R301.2(1)CLIMATE AND GEOGRAPHIC DESIGN CRITERIA D / TSCCtiO . ARE BASED ON WALL SHEATHING NAILED 6 INCHES ON CENTER AT THE PANEL SUBJECT TO DAMAGE FROM ICE SHIELD TA 5NAILING • Wc I REQUIREMENTSJ EDGE. IF WALL SHEATHING IS NAILED 3 INCHES ON CENTER AT THE PANEL EDGE TO OBTAIN HIGHER SHEAR GROUND SNOW WIND SPEED SEISMIC DESIGN WEATHERING FROST LINE TERMITE DECAY WINTER DESIGN FLOOD HAZARD U'NDERLAYMENT ,7 „ CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR ALTERNATE LOAD (MPH) CATEGORY DEPTH TEMP ABOVE WALL =�`' I -- U CONNECTORS, SUCH AS SHEAR PLATES, SHALL BE USED TO MAINTAIN THE LOAD PATH. - 2. WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS 45 PSF 110 C SEVERE 3'-0” MODERATE TO SLIGHT TO 13' F NA SHALL BE PERMITTED TO BE REDUCED TO 1-16D NAIL PER FOOT. HEAVY MODERATE 2'-O" 3. CORROSION RESISTANT 11 GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE PERMITTED, CHECK IBC FOR SHEETS IN CONTRACT ADDITIONAL REQUIREMENTS. _ I