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Home My WebLink About39143-ZuFG Town of Southold Annex Cq� P.O. Box 1179 54375 Main Road x �. Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 37367 Date: THIS CERTIFIES that the building ACCESSORY Location of .Property: 235 Latham Ln, Orient, 1/8/2015 1/8/2015 SCTM #: 473889 Sec/Block/Lot: 15.-9-1.26 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 8/18/2014 pursuant to which Building Permit No. 39143 dated 8/28/2014 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: UNHABITABLE ACCESSORY POOL HOUSE WITH UNFINISHED ATTIC/STORAGE PER ZBA DECISION #6749 DATED 06-19-2014 AS APPLIED FOR The certificate is issued to Valentino, Carl & Valentino, Jennifer (OWNER) of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39143 12-30-2014 Permit #: 39143 TOWN OF SOUTHOLD 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) Permission is hereby granted to: Valentino, Carl & Valentino, Jennifer 235 Latham Ln Orient. NY 11957 Date: 8/28/2014 To: Construction of an accessory pool house with unfinished attic/storage as applied for per ZBA. At premises located at: 235 Latham Ln, Orient SCTM # 473889 Sec/Block/Lot # 15.-9-1.26 Pursuant to application dated 8/18/2014 and approved by the Building Inspector. To expire on 2/27/2016. Fees: ACCESSORY $700.00 CO - ACCESSORY BUILDING $50.00 ouuun iy n 1aVMAUi Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL ✓ 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY�l This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9,1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. New Construction: k Old or Pre-existing Building: (check one) Location of Property: p�C House No. %1� Street Hamlet Owner or Owners of Property: c ,I f/Y1 /Q' PI Cal &I UA b n /0 Suffolk County Tax Map No 1000, Section 15- Block O Lot �T r Subdivision N IOUP ZJ LIMOS t5 Y19 Filed Map. r0 �� /'Lot: g Permit No. 3 q 1 'T 3 7- Date of Permit._5 Applicant: 4� '1 %l� �GUi(�,f'1111 V1� Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Cecate Final Certificate: r 1 (check one) �n e Sgm� f dF$ V , DEC 2 F 2014 I Applicant Signature BLDG. DEPT. TOWN OF SOUTHOLD Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 roger.richertCaD-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Valentino Address: 235 Latham Ln City: Orient St: NY Zip: 11957 Building Permit#: 39143 Section: 155 Block: 9 Lot: 1.26 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46688 -me 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 X Garage INVENTORY Service 1 ph Heat Duplec Recpt 2 Ceiling Fixtures 4 HID Fixtures Service 3 ph Hot Water GFCI Recpt 1 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel 1 A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 5 Twist Lock Exit Fixtures TVSS Other Equipment: "POOL HOUSE" Notes: Inspector Signature: Date: Dec 30 2014 81 -Cert Electrical Compliance Form.xls eo TOWN OF SOUTHOLD BUILDING, DEPT. 765-1802, INSPECTION- VIf �FOUNDATION'l ST [ ]ROUGH PLUMBING FOUNDATION 2ND, FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTMT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATIOIJ INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTMT PENETRATION ELECTRICAL (FINAL) CAULKING 'IOWA DATE INSPECTOR 36f �23 ,-Z rjf so cou TOWN -'OF-- SOUTHOLD BUILDING- DEPT. 765-1802 11INSPECTION.. FOUNDATION, I ST 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 CAULKING DATE INSPECTOR s TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN SPECTION'. [;I FOU ATION IST' I IF NDATION 2ND �oor i FRAMING / STRAPPING ]FIREPLACE& CHIMNEY FIRE RESISTANT CONSTRUCTION ELECTRICAL (ROUGH) CODE VIOLATION ROUGH'PLU.M113ING INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) CAULKING ' DATE 114SPECTOR OF SO(/T�olo I cOUNiY,Oc� TOWN OVSOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE .A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE r 7� �� INSPECTOR � � �o��OF SOUTy�Io o�yco,N TOWN OF SOUTHOLD -BUILDING, DEPT. - 765 -1802 INSPECTION, [ ]FOUNDATION 1ST- [ ]ROUGH UMBING [ ]FOUNDATION 2ND [ ] IN TION [ ]FRAMING /STRAPPING [ INAL [ ]FIREPLACE &CHIMNEY [ ]FIRE SAFETY INFECTION [ ]FIRE RESISTANT CONSTRUCTION [ ]FIRE RESISTANT PENETRATION [ ]ELECTRICAL (ROUGH) [ ]ELECTRICAL (FINAL) [ ]CODE VIOLATION [ ]CAULKING DATE � INSPECTOR �� r4f so cou TOWN OF SOUTHOLD BUILDING� DEPT. 765-1802 INSPECTION. ]FOUNDATION- IST ]ROUGH PLUMBING, FOUNDATION 2ND 11 L FRAMING/ STRAPPING [?F I NA S 11 FIREPLACE & CHIMNEY FIRE INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ]ELECTRICAL (ROUGH) ELECTRICAL (FINAL) I CODE VIOLATION ]CAULKING RvuAmwQ- DATE-' 146-f INSPECTOR Toth, Vicki From: Weisman, Leslie , Sent: Monday, January 12, 2015 9:31 AM To: Toth, Vicki Subject: Re: Valentino Please inform the Building Department that the conditions have been met in this decision and that the CO car! be issued. Leslie Sent from my iPad JAN EIZ 2015 � BLDG DEPT. TOVIN OF ;OUTHOLD TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 SoutholdTown.NorthFork.net Examined 5Z V, 20, Approved '20. BUILDING PERMIT APPLICATION CHECKLIST Do you have or need the following, before applying? Board of Health 4 sets of Building Plans Planning Board approval Survey PERMIT NO.� Check SepticTorm NX.S D E.C. CTrustees D Flood Permit ,. �- Storm -Water Assessment Form AUG . 18 201.4 , Disapproved a/c BLDG. DEP TOW TH , . Expiration , 20_4� / Contact: Mail to!L l�'N.: „ 3/4."7 (�56) AA16TO91 ft) COF&OPvEr"' Plioiie: PPL ICATION FOR BUILDING PERMIT FEB 2 5 2014 U Date , 2014 INSTRUCTIONS BLDG. DEPT. • TObyr, OF SDUTHOID• ,, , � wr is app ica i o-rilpletely filled in by typewriter or.in ink -and submitted fo the 13uilding Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showin 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"th'is application, the Building Inspector "will issue a Building Perrrit 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 partfor 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 ttiotiths "from such date. If no zoning amendments. or other regulations affecting the property have been enacted in the tntertm; the Bu dutg1rispector may authonz�e, to venting, the" extensiowof the permit for an APPLICATION IS HEREBY MADB to the Butldtn Department artmen addition sixmonths '..Tiereafter, a new permit shall be required:.„; g p t for the issuancebf a Building Permit;pursuant to the Building Zone Ordinance of the Town of Southold; Suflolk'County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings; additions, .Qr,alterations or,for:removal or demolition: as herein, described.. The applicant agrees to comply with al)applicable Iaw4; ordinances,, building code, housing.code, and: regulations, and to admit . authorized inspectors on premises and iii building fox yiecessary inspections. (Signature of applicant or name, if a corporation) (Mailing address'of-applicant) State whether applicant is owner,. lessee, agent; architect; engineer; 'general contractor, electrician, plumber or builder Name of owner of premises CA2 L 6 JEN Q I F C- 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. Location of land on which proposed work, will be done: �I NT' 2.3 P -1I -AT A N LA D House Number Street Hamlet County Tax Map No; 1000. Section Subdivision N -AAF; D:P LAW rJ 5 F 111 n Filed Map N._ 0 �� Lot 2& _:. .� a 2. State existing use and occupancy;of premises and intended use and occupancy of proposed construction: a. Existing ,use aM,Gcoupancy res I Dew Lt -1, b. Intended use and occupancy 1zt611DE&1C,0 3. Nature of work (check which;a-pplicable): New Building- VIFObb Ai 'Nn Alteration Repair -Removals Demolition- Other Work (Description) 4. Estimated Cost4 4,E5 00. Fee .jT,!q be paid on filing this application) 5., lfdwelling,,numberQfdwelling unitts I Number oY'dwelling units on each floor if garag6,'numb6r of cars 6., If bu8hiess.,.coft,=drciaLor mix�.d occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height -Number,Qf Stories Dimensions of same structure with alterations or additions: Front -Rear eu mbe.rbf Stories Depth H6q- -oil 8. Dimensions of entire new,cons truction:Front 5D1,1011 Rear 30 - �0&pth 21 Number of Stories-, L f Height A I n 9. Size of lot:. Frond 7. *ENO, It Q ti, 0, i R e a r Depth, 10. Date of Purchase NAme'df Former -Owner'; - 11. Zone or use, district '! '*hibh'P't6mis-ei;a7resitu t6d- 12. Does,propospd,ppn$truct on viola zoning law", qJJrdfi'nYES_VN0 violate any zo. ordinance or regulation 13. Will,lot,be r Tgra,4e4?.,,YES be removed from premises? )(,E NO 1/At �1Ti1110 44 IOWA Acre 7,,,, 14. Names of Owneri,ofpsemi seY. Phone N o. Name of Architect ggfl2o, Wdres 'Phone:N Nam&of Corittactor B a. Is this pi6petiy`within:T00.T6dt of a-tiddl W&I'aind'6r"dfreshwater' etland?'*YES NO IF YE 'S b. Is this property within 300 feet of a tidal wetland YES 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 atafty,ppin't.9ri.pr 'porty is -at W feet- or below, must provide topographical data on survey. 18..Arejtherc.gn,yqpy, 4,pts;aqdrestrictipps witkresppct �o thisp�ppqrtyYES NO _kf IF YES, PROVIDE A COPY. STATE OF. NEW YORK) SS: COUNTY OF w deposes and that Nhe' is the applicant CARL \1A�_oQ71 ND being duly s 'ohi says (Name of individual signing contract) above named, NHe is the 0 H N E� (Contractor, Agent, Corporate, Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work.. and to make andfile,this application; that all 11 statements contained in this application are true to the best of his knowledge and belief; and that the.w.ork will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of A66- 20 44- FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL TO: Carl and Jennifer Valentino 235 Latham Lane Orient, NY 11957 DATE: March 11, 2014 Please take notice that your application dated February 25, 2014 For permit to construct an accessory pool house at Location of property: 235 Latham Lane, Orient, NY 11957 County Tax Map No. 1000 —Section 15 Block 9 Lot 1.26 Is returned herewith and disapproved on the following grounds: The proposed construction, on this conforming parcel with two front yards in the R-40 District, is not permitted pursuant to Article IV, 280-15 D., which states, "Dormers are permitted on accessory buildings up to 40% of the roof width." Furthermore, the proposed pool house is not permitted pursuant to Article IV Section 280-19, which states; "Accessory buildings shall be subject to the same requirements as 280-15 of the Agricultural Conservation District," which states; "In the Agricultural -Conservation District and Low -Density Residential R-80, R-120, R-200 and R-400 Districts, accessory buildings and structures or other accessory uses shall be located in the required rear ay rd." Following the proposed construction, the accessory pool house will be located in the front yard. Q - ---- --------- -- --- Authorized ignature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. Cc: File, ZBA 'BOARD MEMBERS Lesl-- Kanes Weisman, Chairperson Eric Dantes Gerard P. Goehringer George Horning Kenneth Schneider D E C U E JUN 3 0 2014 BLDG. DEPT. TOWN OF SOUTHOLD http://southoldtown.northfork.net Southold Town Hall 53095 Main Road -P.O. Box 1179 Southold, NY 11971-0959 Office Location: Town Annex /First Floor, Capital One Bank 54375 Main Road (at Youngs Avenue) Southold, NY 11971 ZONING BOARD OF APPEALS TOWN OF SOUTHOLD Tel. (631) 765-1809 - Fax (631) 765-9064 FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF JUNE 19, 2014 ZBA FILEN 6749 NAME OF APPLICANT: Jennifer Valentino PROPERTY LOCATION: 235 Latham Lane (corner Latham Lane) Orient, NY. SCTM41000-15-9-1.26 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 II category of the State's List of Actions, without further steps under SEQRA. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The Applicant's property is 41, 085 sq. ft. parcel in the R-40 Zone. The northerly lot line measures 170 feet along adjacent residential property. The easterly lot line measures 212.82 feet along Latham Lane. The southerly lot line measures 140 feet also along Latham Lane, and the westerly lot line measures 242.82 feet along other residential property. Because of the two frontages on Latham Lane the property is defined as having two front yards. The property is improved with a single family dwelling, and decking, a swimming pool, plus a small shed currently located in a non -conforming front yard, as shown, with the proposed pool cabana, on the survey drawn by John T. Metzger, Licensed Land Surveyor, with the latest revision dated March 28, 2014. BASI'S OF APPLICATION: Request for Variance from Article III Section 280-15 and the Building Inspector's March 11, 2014 Notice of Disapproval based on an application for building permit to construct an accessory pool house, at; 1) proposed location other than the code required rear yard. RELIEF REQUESTED: The applicant requests a variance to construct a two-story pool cabana in a non- conforming front yard location, rather than in a conforming rear yard. ADDITIONAL INFORMATION: The applicant's agent has stated that no facilities other than electric power will be installed within the cabana. The applicant's agent '.,also stated that the shed currently located in the non- conforming area will be removed. FINDINGS OF FACT/ REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on June 5, 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: l Page 2 of 3 — June 19, 2014 ZBA#6749 — Valentino SCTM# 1000-15-9-1.26 1. Town Law &267-b(3)(b M. Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. The cabana will have front yard setbacks of 50 and 100 feet from the street. The cabana will be screened from view of the street by established vegetation. 2. Town Law &267-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 could locate the cabana in a conforming rear yard. However, the applicant seeks to locate the cabana out of the direct view from the westerly neighbor's yard. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 100% relief from the code. However, the applicant's property is defined by having two front yards, and this greatly reduces the conforming area where an accessory cabana can be feasibly located. The applicant's septic system is located in the only conforming rear yard area, on the subject property. This prevents the cabana from being located in the conforming rear yard. 4. Town Law 4267-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. 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 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a new cabana, 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 Horning, seconded by Member Weisman (Chairperson), and duly carried, to GRANT the variance as applied for, and shown on the survey drawn by John T. Metzger, Licensed Land Surveyor, with the latest revision dated March 28, 2014. CONDITIONS: 1. Pool mechanicals shall be placed is a sound deadening enclosure. 2. A pool de -watering system shall be verified: 3. No sleeping, shower, or cooking facilities shall be created within the cabana. 4. All second story attic space in the cabana will be only used for storage. That the above conditionsbe 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. Page 3 of 3 — June 19, 2014 ZBA#6749 — valehtino SCTM#9000-15-9-1.26 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, Horning, Goehringer, Dantes. This Resolution was duly adopted (5-0). r � Leslie Kanes Weisman,Chair erson Approved for filing 6 /,2 /2014 Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 roger.nchertCcr.d'o`wn souif�io9d.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: 2 — G IZ Date: 4- Company Name: i Name: License No.: k Address: PO 80jl 6 3 Phone No.: E3 2 6 7 Ce:fiD3 L JOBSITE INFORMATION: (Indicates required information) *Name: *Address: *Cross Street: *Phone No.: / 3 C Permit No.: Tax -Map District: 4000 Section: B *BRIEF DESCRIPTION OF WORK (Please Print Clearly) 15'� Pio / A(6uS-e. . (Please Circle All That Apply) *Is job ready for inspection: YES /� Rough In Final *Do. you need a Temp Certificate: YES ! NO Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 950 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82=Request for Inspection Form Scott A. Russell CepSAJF� SUPERVISOR U3 SOUTHOLD TOWN HALL - P. O. Box 1179 u6 53095 Main Road - SOUTHOLD, NEW YORK 11971 55T0]E.MWA,T]E1RL M[A.NA, GIEM IElNIF Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY TI --IE APPLICANT) _ . _ _._..._._...:.._.__..._._._._......._.__.............._._...__._._......._.__......._.:---...._..----------EDOES THIS PROJECT laOLV. xkN Y OF THE FOLLOWING: (CHECK ALL THAT APPLY? A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. B. Excavation or filling 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. ID. 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 watercourse. T. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. .._............... ............................................. ........ ............... ............... ..... ........ If you answered NO to all of the questions above, STOP'. Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. _._.__._..____._.....__.....___-......._._...-.-.-----.---._.....................__--_.....__..__----__-.______...._......._._._ S C ate. S.C.T.M. ': 1000 APP (Property Owner, Design Professional, Agent. Contractor, Other) District CRe� JAN �A r-�NO Section Block Lot ...--.-- .....:- -- .._ _.. % "FOR BUIL „RTS USE ONLY Contact Information / Reviewed By: DLf ate: Property Address / Location of Construction Work: — — — — — — — — — — — — — — — �hh_ Approved for processing Building Permit. Stormwater Management Control Plan Not Required. I),-% E fV J Y Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM SNICP - TOS Ni AY 2014 December 30, 2014 Town of Southold Building Department Inspector Gary Fisher, 53095 Main Road Southold NY 11971 Dear Inspector Fisher: 31 / q3 JAN -52015 D BLDG. DEPT. TH1,1OF SOUTHOLD Please be advised that due to current weather conditions around the accessory pool house at 235 Latham Lane Orient NY (building permit #39143) we are unable to install ground cover. The ground cover will be installed in the spring as soon as weather will permit. Sincerely, ozi YJ -4---- Carl Valentino Owner 235 Latham Lane Orient NY 11957 Steven Noto Notary Public, State of New York No. 01 N06306805 Qualified in Nassau County Commission Expires June 23. 2018 Toth, Vicki From: Weisman, Leslie Sent: Monday, January 05, 2015 3:56 PM To: Toth, Vicki Subject: RE: Valentino Please let Garry know that the pool mechanical equipment must be enclosed in any kind of box like structure in any material (wood, plastic etc). The Board's intent is to reduce the noise the equipment makes when operating to protect the neighbors as much as it is practicable from noise pollution.. Second, the pool needs to either have a self-containing system that does not require pool water to be removed from the pool OR if that is not the case then a drywell for pool dewatering must be installed on the subject property for this purpose. At the time of the hearing the applicant was not certain about which type of system the pool would have. Both should be verified by Building through a site inspection before a CO is issued OR by the applicant who can bring in photos of the enclosed mechanical equipment and specifications about the pool that shows no need for dewatering or the location of a drywell that has been installed for pool dewatering, Leslie From: Toth, Vicki[ma iIto: vicki.tothCaltown.southold.ny.us] Sent: Monday, January 05, 2015 3:34 PM To: Weisman, Leslie Subject: Valentino Leslie — The applicant is in for CO. Gary states he does not know what a sound deadening enclosure is and what the Board needs from the pool de -watering system. I attached the decision and stamped survey. He would like a one line statement from the ZBA stating OK for CO. Vicki Toth Zoning Board of Appeals Town of Southold 631-765-1809 631-765-9064 (fax) No virus found in this message. Checked by AVG - www.avg.com Version: 2014.0.4794 / Virus Database: 4253/8873 - Release Date: 01/05/15 �� y j JAN 6 2015 1� B+ TG';: (j- vu iLD RECEIVED ,JAN a 2013 -7nmrtur_ annRn OF APPEALS .. 004 ,ao o d sfErb n �� Su..aik I�oa t Ch. 't _ •� Y - well 150.+ TT g� Offic... on Mai .3 1.J3 a .Elle No. X909. �! :Y \Q�AT TI: (dwelling) T O I'I d 7 0l SV Ed' 3 R _ 0„ 0.00' ®� a el 1 e 1' T.4 • E I 17 a {f 2 „ (t?ousea/C)*; 00.0 15—®'e�'"".�.I�.C7. }5, .Q SCALE: 1'= 40' AUG. 26, T �P� 1999 /l dV 30, 1999 f r�Mlsfon j.. - 78Q 1D .Zo x,34 (vocont) Sl 1. c�� P f Prop. hse. 1 - I � �1 - NOV.IilOY! 4, �Of»I l cant. fo�rtfifaflon Feb. 25, 2403 Mab A - •.� � I � Bch -�� ; �''`- N sri(> N C-4.- C -P. LOT LAJ (dwelling)' - - - - - - r a N i J 11t (•fl - C••--) FLOOD ZONES FROM FIRM i- I { 36103C0086 5/'4/98 J c. C �. Wei`�O: The location of. -wells and :cess ools r -� l.50tt L� ,�+� iaF SES.; . P _ E :O shown hereon are .from field observations — = = dn*d or datc obtained---from__others. 069 I am familiar with:, the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE `h' DISPOSAL' SYSTEM: FOR SINGLE FAMILY.- RESDENCES '� M:TZ" and will abide by 'the condltlons -set forth thi.er inA" th.e e18.7 permit to construct 9,�4 y� MET Ei�vCior�s bre reT�l fo Abe Five tas'tcin i'ownsapngt'pF�i Maps: t �� I s ', S NO. 49618 (vacant) ANY ALT,` f2A7N OR, ADDITION TO 'THIS SURVEY IS .q VLOLATION % �. OF SECTf�N x`209 OF THE NEW YORK STATE EDUCATION .LADY CONI P ■=iY1:Of1IJment. EXCEPT ;i�S .PER SECTION' .7209 -SUBDIVISION 2 ' ALL CERTIFICATIONS 7,Fi5 !79? A =pipe HEREON ;4RE .VALID FOIA THIS MAP`. AND COPIES. THEREOF ONLY IF P.. O. B SAID M�aF' OR COP[ES'.BEAR JHE.IMPRESSED SEAL OF.T.NE SURVEYOR 1230 TRAVE _f ARFj = 41,085 sC�,.. WHOSE GNA<TURE 'APPEARS'.14EREON. - SOUTHOLD? : � .-•::.. , . ._ �-•_, ._ ... ... ..._. ..: _.. ��.. AREA -41,085 SO. Fr . LOT NUMBERS REFER TO "MAP OF LAND'S END" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 3, 1975 AS FILE NO. 5909. 1LOT 25 LOT '57 S 88'40" E 170.1 ,I Q„M „a ,E„� ; S LOT C Tato' Q ST d • art . �or I PA710 J7. LOT 27 L SURVEY OF PROPERTY AT ORIENT POINT TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. 1000—I19-09-1.28 SCALE. 1=40' AUGUST 26, 1999 AUGUST 30, 1999 (REVISION) SEPTEMBER 24, 2001 (PROP. HOUSE) NOVEMBER 14, 2001 GONG FOUNDATION) FEBRUARY 25, 2003 FINAL) JULY 30, 2003 (CORRECTION) MARCH 19, 2014 (FINAL) N BB'57'40" W 14880 s� LA TRAM LANE � �r ANY ALMRAROV OR A00/7ION TO 174IS SURVEY IS A NO.IAON OF SECnON 7209OF 1HE NEW YORK STAW EDUCAnAV LAW. EXCEPT As PER mnav 72os-suE01NSIav z ALL CERnRCA now :PIPE HEREON ARE VALID FOR 7HIS MAP AND COPIES THEREOF ONLY IF =PIPE SAID MAP OR COPIES DEAR WE IMPRESSED SEAL OF 1HE SURVEYOR RHOSE SKSYAIURE APPEARS HEREON. SEPTIC LOCATION FROM OTHERS. FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36103C0006H SEPTEMBER 25, 2009 (631) 765-5020 FAX (631) 765-1797 P.O. BOX 909 SUEri971 T 99-296THOo� APPR VED AS NOTED DATE: `5 U I `I B.P. # FEE: BY: F NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES AS REQUIR AND CONDITIONS OF SOLITHOLD TOWN ZBA OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY PE -LE .T GOAL RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 Al OF THE TOWN CODE. I LOT NUMBERS REFER TO "MAP OF LAND'S END" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 3, 1975 AS FILE NO 5909 LOT 28 LOT 27 LOT 25 S 88.57'40 " E 170.00' FE k 1 S CHAIN LINK FENCE 7x 2'S I � i LOT 26 ��3 tlo. Fv i✓w "e;vv v vit r< k it O(DECK ENCLOSED PORCH OVER) Yk O � �e.o' 42601. sT FENCE POST OUT ` k SHOWER PAHO 144 w N is 4' W M N N m CD �A 1_. L, : , I,-:: f-I,�, :10 n o 0 m 100, SHED 17 a, 400' (TO BE "' I RELOCATED POOL' EQUIPMENT ZONE PROPOSED FENCE -x x x x - N 88'57'40 " W e n GRAVEL B B CURB 100' WEL4 69 4' -+ LA THAM LANE OND. (u i N ZIP SURVEY OF PROPERTY AT ORIENT POINT TOWN OF SO UTHOLD SUFFOLK COUNTY, X Y. 1000-15-09-1.26 SCALE. 1'=40' AUGUST 26, 1999 AUGUST 30, 1999 (REVISION) SEPTEMBER 24, 2001 (PROP HOUSE) NOVEMBER 14, 2001 (CONC FOUNDATION) FEBRUARY 25, 2003 (FINAL) JULY 30, 2003 (CORRECTION) MARCH 19, 2014 FINAL) MARCH 28, 2014 PROPOSED CABANA) ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLATION OF SEC770N 720gOF THE NEW, YORK STATE EDUCA77ON LAW EXCEPT AS PER SEC77ON 720.9—SUBDIVISION 2 ALL CERT7F7CA770NS AREA -41,085 SQ. FT. ■ =MONUMENT HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR 7NE IMPRESSED SEAL OF THE SURVEYOR • =PIPE WHOSE SIGNATURE APPEARS HEREON RAIN RUNOFF CALCULATIONS PROPOSED CABANA = 750 sq ft 750x1x017=1275cu Ft 127 5/42 2 = 3 02 vf PROVIDE 1 DRYWELL 8' DIAMETER x 6' DEEP OR EQUAL yeaHa— F Day, •0'�i u�w O r i M �r� SY1RB Ml F7 DFTAn i�ir�ww•� " �n,r i H, �• �r wrcx w �1C'1 � P.yK NU 1• r r rwr oa O t• tr{ T" r rw •I.K Rb.. SLAB XU f La.=-. SrAA'D.4RD PREC,4ST CONCRETE C.1 TCIf BASIN (5 FEET A 20 FEET M W -N) wy� FRENCH DRAIN DE'f+M1 r w^ o•�aao �o aoao 7}.fcvl SeetMn @t le hinr P N FLOW 4 Li J l! SLOPE 4 VERTICAL FACE BEDDING DETAIL ANGLE FIRST STAKE TOWARO Q PREVIOUSLY LAID BALE, FLOW �nOUNO HAY BALES x PuceD DN coNr°uR F 2 REiARS STEEL PICKETS OR 2 %2'STAKESIVIO2 INGROUND DRIVE STAKES FLUSH WITH TOP OF HAY BALES ANCHORING DETAIL STRAW SALE DIKE DETAILS NOTE- STORMWATER MANAGEMENT CONTROL PLANS MUST SHOW CROSS SECTIONS AND/OR DETAILS FOR ALL PROPOSED DESIGN ELEMENTS (Thin Drawing is only one example of an Adequate Stormwater Management Control Plan ) SEPTIC LOCATION FROM OTHERS FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36083 OKH SEPTEMBER 25, 2009 j v •••R•1i•I4R �1 I u.w.rn vvw m. .....• PLAN MEW t R 0 A I TEMPORARY CONSTRUCTION ENTRANCE h II III � rl(- IIII I apical SectionCg? Leachin> Pool "I S AIc NTS v` I_�/ fI ' • f v T 'M J'-yR av ...i..1+i „r,� ,,,.*;r ��3 tlo. Fv i✓w "e;vv v vit r< PERSPECTIVE VIEW FENCE POST WOVEN WIRE FENCE (SYi 10110 WWF) FILTER CLOTH s �' [ A E-0 FILTER CLOTH MN. i INTO GROUNO i L NOTE MApMIM DRAINAGE AREA la ACRE / 100 LNEAR FEET SECTION DETAIL KILT FENCE DETAILS NOTE- STORMWATER MANAGEMENT CONTROL PLANS MUST SHOW CROSS SECTIONS AND/OR DETAILS FOR ALL PROPOSED DESIGN ELEMENTS (Thin Drawing is only one example of an Adequate Stormwater Management Control Plan ) SEPTIC LOCATION FROM OTHERS FLOOD ZONE FROM FLOOD INSURANCE RATE MAP MAP NUMBER 36083 OKH SEPTEMBER 25, 2009 j v •••R•1i•I4R �1 I u.w.rn vvw m. .....• PLAN MEW t R 0 A I TEMPORARY CONSTRUCTION ENTRANCE h II III � rl(- IIII I apical SectionCg? Leachin> Pool "I S AIc NTS GENERAL NOTES CONSTRUCTION NOTES 1) The information within this set of construction documents is related to basic design intent and framing details They are intended as a construction aid , not a substitute for generally accepted good building practice and compliance with current New York State building codes The General Contractor is responsible for providing standard construction details and procedures to ensure a professionally finished, structurally sound and a weatherproof completed product 2) The General Contractor is responsible for ensuring that all work and construction meets current federal, state, county and local codes, ordinances and regulations, etc These codes are to be considered as part of the specifications for this building and should be adhered to even If in variance with the plan 3) Dimensions shill take precedent over scaled drawings (DO NOT SCALE DRAWINGS) 4) The engineer has not been engaged for construction supervision and assumes no responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techniques, sequences or procedures, or for safety precautions and programs in connection with the work There are no warranties for a specific use expressed or implied In the use of these plans 5) Refer to the Window and Door schedule for exterior openings 6) The General Contractor is to ensure that masonry or prefabractad fireplaces meets or exceeds manufacture's specifications and applicable codes 7) The General Contractor Is to consult with the owner for all built-in items such as bookcases, shelving, pantry, closets, trims, etc 8) Wind load requirements shall be taken into account during construction FOUNDATION NOTES 1) The General Contractor and Mason to review plans, elevations, details and notes to determine intended heights of finished floor(s) above typical grade 2) All footings to rest on undisturbed (virgin) soil Assumed bearing 3000psf 3) Provide IIT expansion pint material between concrete slabs and abutting concrete or masonry walls or curing in exterior or unheated interior areas 4) Any new concrete walls being attached to existing concrete structure shall be Installed wrlh #4 re -bar, 18" long at 12" o c Use approved epoxy for installation 5) Unless otherwise noted, all slabs on grade to be 2500 p a i Concrete to be poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing Interior slabs to be minimum 3-112 Inch thick 6) Crawl spaces to be provided with a minimum 18"x24" access opening Install one 8x16 cast iron foundation vent for every 150 sq ft of area 7) Dampproof extenor of foundation with bituminous coating as per section R406 of N v S Residential Construction Code A 6 -mil polyethylene film shall be applied over the below grade portion of exterior walls prior to backfilling i 8) Drainage as per section R405 of N Y S Residential Construction Code FRAMING NOTES 1) All framing techniques and methods as prescriptive design of $@@&SBC High Wind Edition Wood Framing Construction Manual c?= 2) Unless otherwise noted, all framing and structural wood matenal to be #2 + BTR Douglas Fir 3) Floors walls ceilings and rafters to be spaced at 16 inches o c unless noted otherwise i 1 4) Unless otherwise noted, all bearing wall headers to be (2) 2x10#2 + BTR Doug Fir i Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all openings LVL headers to have (3) jack studs and (2) full length studs on earn side of openings Bearing wall window slits shall also have (2) window sill plates for 2x4 wall openings between 4'1 and 6'0 and 2x6 wail openings between 5'11 and 8'9 Provide fire and blocking where applicable 5) All flush beams/headers to be installed with heavy duty gaMnized hangers and anchors where applicable to all connecting joists i 6) Double up floorjoists under walls that run parallel to the floor joist and under bathtubs Floors to have ceramic file installed shall be venfied for proper load capacity unless noted on plans 7) Provide blocking/bridging in ftoor joists at 80 o c Use solid blocking in floor joists under all bearing walls 8) Provide insulation banes at cave vents between rafters Install draft blacking as needed 9) Unless otherwise noted all roofs and walls to have a minimum 1/2" thick, 4 -ply Fir CDX exterior sheathing grade plywood Plywood to cover over plates and headers 10) Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subffoor adhered with PL400 adhesive and screwed to floorjorsts Finished floor to be installed over sublloor as per manufacture's instructions 11) All bathroom walls to have 112" thick moisture -resistant sheetrock Garage wails and ceilings and over furnace to have 5/8" thick type -x sheetrock All other parts of budding to have regular 1/2" sheetrock Ali walls to be taped and finished 12) All roof with a pitch loss than 412 shall be installed with an Ice fig Water bamer or approved equal Flat roofs shall be applied with a Fiberglas bane sheet with an EPDM torch down type material over 13) All sill plates and wood in contact with concrete to be pressure treated Sill plates to 1 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal WIND FRAMING NOTES 1) RIDGE -TO -RAFTER ASSEMBLY 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3 4 When a collar tie is used in leu of a ndge strap, the number of 1 Od common nails required in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap 2) RAFTER TO -WALL ASSEMBLY Lateral framing and shear well connections for rafter, ceiling or truss to top plate shall be in accordance to table 3 3 When a rafter or truas do not fall in line with studs below, rafters or trusses shall be attached to the wail top plate and the wall top plate shall be attached to the to the wall stud with uplift connections Roofs overhanging the rake side of the building shall be connected with uplift connections in accordance with table 3 3c 3) WALL-TO-WALL ASSEMBLY Wall studs above and studs below a floor level shall be attached with uplift connections in accordance with table 3 3b When wall studs above do not fall in line with studs below, the studs shall be attached to a common member in the floor assembly with uplift connectors in accordance with table 3 3 4) WALL ASSEMBLY TO FOUNDATION First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift connectors Steel straps shall have a minimum embedment of 7 arches In concrete foundation and slab -on -grads, 15 inches in masonry block found ;tions, or lapped under the plate and nailed in accordance with table 3 3b When steel straps are lapped under the bottom plate, 3 inch square washes shall be used with the ancdior bolts Anchor bolt spacing is to bks spaced and sized in accordance to table 3 2e In addition to spacing, anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all comers 5) TYPE I EXTERIOR SHEARWALL CONNECTION Type I exterior shear walls with a minimum of 7116 incii wood s'ructural panel on the exterior attached with 8d common nails at 6" o c at the panel edges anc 1-" o c in the field, and 1/2 Inch gypsum wallboard on the interior attached wrath 5d ccnler rads at T o c at panel edges and 10"o c in the field shall be in accordance with the length requirements specified in table 3 15a -b 6) TYPE 11 EXTERIOR SHEARWALL CONNECTIONS Type II ertenor shearwalls shall meet the requirements of table 3 15a -b times the aporopnate length adjustment factors in table 316 7) INTERIOR SHEARWALL CONNECTIONS Allowable skiewall lengths provided in table 3 14 shall be permItted to be increased when interior shearwalls are used Sheathing and connections shall be in accordance with 2 4 4 2 and 2 2 4 respectively 8) CONNECTIONS AROUND EXTERIOR WALL OPENINGS Header and/or girder connections shall be attached with upirfi connections in accordance with table 3 5 Window sill plates shall be have steel connectors In acrordance with table 35 9) CATHEDRAL CEILING ASSEMBLY Where a ridge is to be used as a structural beam, the ratters shall either be notched and anchored on top of the beam or slope connectors shall be attached to each rafter -to -edge along the open ceiling part of the building Connections to the ridge and wall shall be be attached with the above requirements DECK AND COVERED PORCH NOTES - 1) Unless otherwise noted, all framing material to be #1 ACQ pressure treated lumber All fasteners, hangers and anchors to be gaNmized or stainless steel 2) Girders for dark joists to be bolted to each post with washers and nuts Girders on conciete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 11T dia x 7" long anchor bolt with washers and nuts 3) Poets supporting girders shall be anchored to a 12"x12"x12" thick concrete footing Use a minimum 1/2" dia x 7" long anchor bolt with washers and nuts Footings Shall be 3 ft below grade Concrete piers to be used with all porches/decks with roofs or pergulas 4) Deck joists to have blocking at 810 o c 5) A minimum of 10 rich flashing shah be installed between the budding and ledger Ledger to be fastened to building with 1/2" dia bolts with washers and nuts where needed 6) Concrete piers shall be a minimum 6" above grade 7) All joists to be supported with hangers and anchors Each Joist shall also be anchored to girders) 8) Covered Roofs shall be assembled and anchored the same manner as a typical building PLUMBING NOTES 1) All water supply, drainage and venting to be Installed as per N Y S Residential Construction Code 2) Verify septic system with the Engineer for Suffolk County Health Department approval 3) Ifwall studs, plates or joists are cut out during Installation for any plumbing related work, provide adequate bracing and plates to protect and secure the structure Verify with the state code and manufacture's recommendation for maximum hole size and spacing permitted HVAC SYSTEM NOTES 1) Mechanical subcontractor is responsible for adheanng to all applicable codes and safety requirements 2) HVAC subcontractor is to fully coordinate all system data and requirements mth the equipment supplier 3) HVAC subcontractor to provide final system layout drawing and submit it to the General Contractor and owner for Mal review and approval ELECTRICAL NOTES 1) All eiectincai to be Installed as per N Y S Residential Construction Code 2) All electrical work shall be approved by a qualified Underwriter 3) Install Smoke detectors and Carbon Monoxide detectors throughout ns per section R317 of N Y S Residential Construction Code NAILING SCHEDULE ROOF FRAMING" JOINT DESCRIPTION NAIL NAIL NOTES NOTES QTY SPACING SPACING RAFTER TO B' WALL 3-8d COMMON EACH TOE -NAIL TOP PLATE 10' WALL 4-8d COMMON RAFTER SEE NOTE 1 CEILING JOIST B' WALL 3-6d COMMON EACH TOE -NAIL TO TOP PLATE 10' WALL 4-8d COMMON JOIST NAIL CEILING JOIST TO AS PER TABLE 3 7 EACH FACE PARALLEL RAFTER WFCM - SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3 7 EACH FACE OVER PARTITION WFCM - SBC LAP NAIL COLLAR TIE AS PER TABLE 3 4 EACH FACE TO RAFTFR WFCM-SBC END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO RAFTER - 16d COMMON END NAIL RIM BOARD BAND JOIST TO JOIST EACH END TO RAFTER 2 -16d COMMON END NAIL 1►�%1��:7t\►�i�1►[t JOINT DESCRIPTION QN NAIL NOTES NOTES QTY SPACING SPACING TOP PI -ATE TO 2 -16d COMMON PER FACE NAIL TOP PLATE SILL, TOP PLATE OR GIRDER FOOT SEE NOTE 1 TOP PLATES AT 4 -16d COMMON JOINTS FACE INTERSFCTIONS TO JOIST FA SIDE NAIL STkJD TO 2 -16d COMMON 24" FACE S11 LID TO JOIST OC NAIL HEADER TO 16d COMMON 16"o C FACE HEADER SILL OR TOP PLATE ALONG EDGES NAIL TOP OR BOTTOM 2 -16d COMMON PER 2x4 STUD END PLATE TO STUD 3 -16d COMMON PER 2x6 STUD NAIL BOTTOM DILATE TO JOIST ON LEDGER PER FACE NAIL FLOOR JOIST BA qD JOiST, - 16d COMMON FOOT SEE NOTE 1 2 END JOIST OR BLOCKING BAND JOIST TO JOIST 3 - 16d COMMON PER ,101ST FLOOR FRAMING JOINT DESCRIPTION QTY NAIL NOTES QTY SPACING SPACING STRUCTURAL PANEL r JOIST TO 4 - 8d COMMON PER TOE SILL, TOP PLATE OR GIRDER WFCM-SBC JOIST NAIL BRIDGING 2 - 8d COMMON EACH EOE TO JOIST 6"0 C FIELD END NAIL BLOCKING 2 - 8d COMMON EACH TOE TO JOIST 10" O C FIELD END NAIL BLOCKING TO 3 -16d COMMON EACH TOE SILL OR TOP PLATE DETAIL PAGE 8c GENERAL NOTE PAGE SEE GENERAL NOTE PAGE SEE FLOOR PLANS AND WINDOW SCHEDULE BLOCK NAIL LEDGER STRIP 3 -16d COMMON EACH FACE TOBEAM SEE FLOOR PLANS JOIST NAIL JOIST ON LEDGER 3 - 8d COMMON PER TOE TO BEAM JOIST NAIL BAND JOIST TO JOIST 3 - 16d COMMON PER ,101ST END NAIL BAND JOIST TO 2 - 16d COMMON PER TOE NAIL SILL OR FOP PLATE FOOT SEE NOTE 1 ROOF SHFATHINr, JOINT DESCRIPTION AIL NAIL NOTES STRUCTURAL PANELS QTY SPACING WINTER STRUCTURAL PANEL 8d AS PER TABLE 3 8 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL WALLBOARD 8d COMMON WFCM-SBC EXT BALCONIES BO JOINT DESCRIPTION AIL NAIL NOTES STRUCTURAL PANELS QTY SPACING WINTER GYPSUM 5d COOLE PS 7" 0 C EDGE 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL WALLBOARD 8d COMMON 10" 0 C FIELD EXT BALCONIES BO WALL SHEATHING JOINT DESCRIPTION AI NAIL NOTES STRUCTURAL PANELS QTY SPACING WINTER STRUCTURAL RESCRiPTiVE AS PER NYS RESIDENTIAL CONSTRUC11ON CODE AND AS PER TABLE 3 9 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL PANELS 8d COMMON WFCM - SBC EXT BALCONIES BO 7/16" OSB 6d COMMON 3"0 C EDGE AT11CS w/o STORAGE 10 PLYWOOD ATTICS w/ STORAGE 20 I 6"0 C FIELD ROOF (GROUND SNOW LOAD) `k� GYPSUM 5d COOLERS 7" 0 C EDGE ROOMS (OTHER THAN SLEEPING) 40 WALLBOARD I 10" O C FIELD STAIRS 40 91reTe7:� i I OEM!11,W, JOINT DESCRIPTION Qom, SPACING IL NOTES STRUCTURAL PANELS W COMMON 6" 0 C EDGE WINTER 1" OR LESS RESCRiPTiVE AS PER NYS RESIDENTIAL CONSTRUC11ON CODE AND 12" 0 C FIELD 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge If wall sheathing is nailed 3" on -center 5+ the panel edge to obtain higher shear capacities nai ng requirements for structural members shall be drubled, or alternate connectors, such as shear plates stiall be used to maintain load path 2) When wall sheattling is continuous over connected members the tabula ed number of nails shall be permitted to be reduced tot - 16d nail per foot PLAN CONTENTS OCCUPANCY CLASSIFICATION R3 RESIDENTIAL BUILDING USE DWELLING BUILDING HEIGHT SUPPORTS IN THE PANEL FIELD TOTAL SQ FT OF CONSTRUCTION WINTER DESIGN CRITERIA RESCRiPTiVE AS PER NYS RESIDENTIAL CONSTRUC11ON CODE AND SNOW 1995 SBC HIGH WIND EDITION WOOD FRAME CONSTRUCTION MANUAL FRAMING ELEMENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES LINE EXT BALCONIES BO DECAY DECKS 40 UNDERLAYMENT AT11CS w/o STORAGE 10 LOAD ATTICS w/ STORAGE 20 I DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) `k� (LIVE LOADS PSF) I ROOMS (OTHER THAN SLEEPING) 40 REQUIRED ROOMS (SLEEPING) 30 LBS STAIRS 40 B GAURDRAILS (ANY DIRECTION) 200 EXPOSURE CATAGORY SEE CONSTRUC SON AND`rv'IND PATE" CONNECTION LOAD PATH ROOF — FOUNDATION DETAIL PAGE 8c GENERAL NOTE PAGE SEE GENERAL NOTE PAGE SEE FLOOR PLANS AND WINDOW SCHEDULE NAILING SCHEDULE EGRESS FIRE PROTECTION VT SMOKE do CO2 DETECTORS S SEE FLOOR PLANS TRUSS DESIGN N A _ STANDARD STICK FRAME CONSTRUCTION ENERGY CALCULATIONS RESCHECK 3'1 RELEASE 1 _ y CLIMATIC & GEOGRAPHIC DESIGN CRITERIA GROUND WIND SEISMIC NOTES FROST SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE WINTER ICESHIELD FLOOD SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS LOAD (MPH) CATEGORf DEPTH TEMP REQUIRED LBS 120 B SEVERE 3 FT MODERATE SLIGHT TO 11 :.'r Y r 5 - TO HEAVY MODERATE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION NAiL SPACING NAIL SPACING AT INTERMEDIATE NOTES NOTES AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' PERIMETER EDGE ZONE 8d COMMON @ 6" 0 C 8d COMMON 6" 0 C SEE NOTES 13 INTERIOR ZONE 8d COMMON 6" 0 C 8d COMMON 12" 0 C SEE NOTES 1 ( BOTH FIELDS) NOTE 2 FOR PANEL FIELD _ _ GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON 4'0 C 8d COMMON @ 4"0 C SEE NOTES 1,3 1 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) For roof sheathing within 4 feet of the perimaier edge of the roof, Including 4 feet on on& oue of the roof peak, the 4 foot perimeter edge zone attachments niquired shall be used 2) Tabulated 12 inch o c nail spacing assamas sheathing attached to rafter / truss framinC members with G>O 49 For framing members with <0 42<G<O 49, the nail spacing shalt be reduced to 6 inches o c 3) Tabulated 4 inch o c nail spacing assumes sheathing to rafter / truss framing members with G>O 49 For framing members with 0 42<G<O 49, the nail spacing shall be reduced to 3 inLhes o c WALL SHEATHING REQUIREMENTS FOR WIND LOADS SHEATHING LOCATION AIL SPACING NAIL SPACING AT INTERMEDIATE NOTES O\ AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 4' EDGE ZONE 8d COMMON 0 6" 0 C 8d COMMON 0 12" 0 C SEE NOTE` 1 a(, BOTH FIELDS) CL v NOTE 2 FOR PANFL FIELD INTERIOR ZONE 8d COMMON @ 6" 0 C 8d COMMON @ 12" 0 C SEE NOTE 3 NOTES THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY 1) For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall be used 2) Tabulated 12 inch o c nail spacing assumes sheathing attached to stud framing members with G>0 49 For framing members with 0 42<G<, the nail spacings shall be reduced to 6 inches o c 3) For exterior panel siding geMnized box nails shall be permitted to be substituted for common nails N rn O\ v s CL v co ON 6, LU -0 V .S V) rn L0 L0 � I i. CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS RAFTER RIDGE TYPICAL RIDGE TO RAFTER STRAPPING _ RAFTER TOP PLATE WALL STUD TYPICAL RAFTER TO WALL STUD CONNECTION WOOD JOIST I BLOCKING I WOOD GIRDER WALL STUD BOTTOM PLATE BATHTUB DOUBLE JOIST NOTCHED RAFTER RIDGE TYPICAL RIDGE BEAM TO RAFTER STRAPPING RAFTER TOP PLATE WALL STUD ALTERNATIVE RAFTER TO WALL STUD CONNECTION JOIST FRAMING OVER WOOD GIRDER DOUBLE JOIST FOR UNDER A BATHTUB WOOD JOIST GIRDER/HEADER WOOD JOIST WALL STUD BOTTOM PLATE SUB FLOOR DOUBLE JOIST WIND RESTS] 'ANT CONSTRUCTION CONNECTORS CONNECTION LOCA -ION PART NUMBER NOTES RIDGE—TO—RAFZ =RS LSTA24 APPLY TO EACH PAIR OF RAFTERS RAFTER—TO—W4,LL RT20 APPLY TO EACH RAFTER RAFTER—TO—PL IJE RT15 APPLY TO EACH RAFTER USE WITH SPTH4 CONNECTOR PLATE—TO—WALL STUD SPTH4 APPLY TO EACH WALL STUD 2ND FLOOR WALL—TO-1 S r FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALL STUD HEADER—TO—JACK STUD LSTA12 APPLY TO EACH JACK STUD CRIPPLE STUD—TO—HEADER RT3 OR RT7 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWI\ ANCHOR ADS, APPLY TO EACH SIDEWALL END 1ST FLOOR—UNDER—S LL PLATE MSTA36 OR RS16—R WRAP UNDER DOUBLE SILL PLATE USE WITH 3" SQUARE WASHERS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY PROVIDE 1/2" SPACING BETWEEN THE END STUD AND THE 2 OTHER STUDS FOR ALLOWING HOLDDOWN INSTALLATION SIDEWALL t JOIST FRAMING FLUSH WITH GIRDER/HEADER '4,, S' 114-V (I tt DOUBLE JOIST FOR NON-BEARING WALLS i CONNECT CORNER STUD TO TRANSFER SHEAR FASTEN WITH (2) 16d COMMON NAILS @ 6" 0 C SHEAR WALL CORNER CONNECTION 1ST FLOOR WALL 1 ST FLOOR SUBI RIM I DOUBLE SILL FOUNDATION 4 ENDWALL ANCHOR BOLT CONNECTION ANCHOR BOLT CONNECTION FOUNDATION 5/8" DIA ANCHOR BOLT SUPPORTING MAXIMUM SPACING SILL PLATE TO FOUNDATION 1 STORY 72" OC CRAWL SPACE OR FOOUNDATION SILL PLATE TO FOUNDATION 2 STORIES 36" OC CRAWL SPACF OR FOUNDATION WALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 67" OC SLAB -ON -GRADE USE WITH 3x3 SQUARE WASHERS (USP LBPS58 OR BP583) 3 STUDS _E STUD HEADER < STUDS 4 TYPICAL HEADER CONNECTION r i r � SILL GASKET & A,o® TERMITE SHIELD 1 I I 1 , I 6 I II LATES TO FOUNDATION ANCHORING N L0 O� z v � C1 U .o 00 w CYN 0o C � Lu -0 `;' 0 m 0� v .n Lo WIND-BORNE DEBRIS PROTECTION FOR OPENINGS FOR NALL OFEN I N6 FROTEC TI ON OF 120 1�PH 5-5ECOND W I NIS GUSTS ( 1�AX I MUM MEAN ROOF HE 16HT - 559 SHUTTER ASSEMB NT5 FOR PANEL SPAN5 O < 4'0 WIDE 51 23/32" (3/4") APA SPAN -RATED 48/24 (OVERLAP AROUND OPENINGS 411 ) ASSEMBLY ATTAGHIN6 5TRUGTURAL PANEL FA5TE #10x3" (w/ WASHERS) 6ALVINIZED OR 5 WOOD 50REW ® 16" O G ALTERNATIVE FASTENER FOR SHUTTER #10 TEE NUTS ATTACHED TO BLDG w/ MACHINE: BOLT ® 12" CC, SHUTTER ASSEI FOR PANEL 5PAN5 4' OR WIDER � 23/32" APA SPAN -RATED 48/24 (OVERLAP AROUND OPENIN(55 4") 2x4 STRONG -BACKS ® 24" OG ASSEMBLY 1) PREASSEMBLE PLYWOOD TO 2; 5TAINLE55 5TEEL WOOD SCREW 2) ATTACHING STRUCTURAL PANE #10x3" (w/ WASHERS) 6ALVANIZEE WOOD SCREW ® I6" O G ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING. #10 TEE NUTS ATTACHED TO BLDG w/ #10x1-1/2 ( W/ WASHERS) MACHINE BOLT ® 12" O G WINDOWS - GLAZED OPENING PROTECTION 15 REQUIRED FOR ALL GLAZED AREAS IN ACCORDANCE WITH LAR6E M1551LE TE5T OF A5TM E 1116 AND OF A577,4 1886 CONTRACTOR MAY USE WOOD STRUCTURAL PANELS IN LIEU OF THE ABOVE MENTIONED WINDOW5 PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH HARDWARE PROVIDED FASTENERS TO BE DE516NED TO ALIGN WITH WINDOW JACK POSTS, HEADER + SILL PLATE PANELS TO BE MAINTAINED ON SITE LABEL LOCATIONS ON EACH PANEL LY )G NOM ALL ROOF SHINGLES SHALL HAVE A MIN11" Of SLY FASTENERS PSR SHINGLE FASTENERS SHALL BE WIN 12 GAUGE SHANK GALVANIM NAILS X/ WN 3/8" DIA READ TYPICAL ASPHALT ROOF SHINGLE DETAIL Int: PAr-rE92 A LADDC-# Ot✓ LOOKOUTS TWE 4AME DIMI:IJ410W AG i2APTHV. # 1D IG IIJ 017 24ILI OG PPOVIDE4 4T1zH &TIJ AUD WAILIu6 Fol? 80XED- IIJ PAM 4&e Et4Kj A�VIZIA"'14 FAKE uprolzTEt? 5Y LDOKOLITg VOUSLE ROOT- SHEATHING TOP ELATE FIAILEt? Pr -R COt7tr TO DOUBLE TOP MATE EZOOFIN6 BAR6t: 9Ar=TEI'z F-RAMIHe t AWCNOt2V MAX GI C -AR WALL ZxBLOCKlu6 V24 IR OG STUDI COPTIWUOUS C� K WAIER 5HIELD TO 51 TO SOLE PLATE 24" FROM f0GE OF ROOF MET DRP 2" TOP LAP EDGE APP D OVER FELT 4" TOP LAP UNDLRLAYML'M 1 5 L13 ALONG RAKE A3F h1ALT F{ LT ' WOOD WALL 614EATNINO XCK 5/8" (VARIE5) METAL) .. NAIL DRIP-- tN 9' STARTER STRIP OR COURSE OF / 5HINGLI75 INVERT ED START FIRST COURSE WtTh FULL STRIP START ThIRD CO'JRSF ---STAKI SECOND WITh FULL STRIP COURSE WTTH FULL MINUS FIRST TAB 5TRIP MINUS I/2 TA8 NOM ALL ROOF SHINGLES SHALL HAVE A MIN11" Of SLY FASTENERS PSR SHINGLE FASTENERS SHALL BE WIN 12 GAUGE SHANK GALVANIM NAILS X/ WN 3/8" DIA READ TYPICAL ASPHALT ROOF SHINGLE DETAIL Int: PAr-rE92 A LADDC-# Ot✓ LOOKOUTS TWE 4AME DIMI:IJ410W AG i2APTHV. # 1D IG IIJ 017 24ILI OG PPOVIDE4 4T1zH &TIJ AUD WAILIu6 Fol? 80XED- IIJ PAM 4&e Et4Kj A�VIZIA"'14 FAKE uprolzTEt? 5Y LDOKOLITg VOUSLE ROOT- SHEATHING TOP ELATE FIAILEt? 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