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HomeMy WebLinkAbout51122-Z F so to/ rya(D Town of Southold * P.O. Box 1179 oA 53095 Main Rd �ou,m." , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47176 Date: 06/26/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1795 Central Dr Mattituck, NY 11952 SecBtock/Lof: 106.4-30.2 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 09/03/2025 Pursuant to which Building Permit No. 51122 and dated: 08/23/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with an unfinished basement, covered front porch, second floor balconies (2), and covered rear porches as applied for. The certificate is issued to: Bill Livanos , Christina Livanos Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-16-0040 4/12/2023 ELECTRICAL CERTIFICATE: 51122 12/2/2024 PLUMBERS CERTIFICATION: Two B's Plumbing Corp. 9/19/2024 N i - Auth ed Sign ture Foi ru No. 6 -['OWN OC S 0 UT H0L,D BU(LD(NG DEPARTMENT TOk- N [TALL 765-1802 APPL(CATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or i«h 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. S. 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, 19S7) 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�0,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 6_f_C6eti1iZ&e of Occupancy-T.23-' =- - 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 ii Date.�� l 3 l l (p New Construction:y V/ —Old o!r Pre-existing Building: (check one) Location of Property: `I q /� JU l i— ��►� l ZLzC-�L- House o. Street Hamlet Owner or Owners of Property: VA i U A.(�j 0`2 Suffolk County Tax Map No 1000, Section 10(p Block. Lot Subdivision!' li) t 1w to 5��1-7' Filed Map. Lot: '& F/0 Permit No. v �1� Date of Permit. Applicant: e e Le-3 M�2 Lt4,A's Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certi Cate Final Certificate: (check one) - ---- - ---------- - -- - -- — - - -...--- ---— —- _ _...----------- - Fee Submitted: $ 11,4 Applicant Signature �aofSO&Tyo TOWN OF SOUTHOLD BUILDING DEPARTMENT • SOUTHOLD, NY o��00UHT'I.N� 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#: 51122 Date: 08/23/2024 Permission is hereby granted to: Bill Livanos 54 Wrights Mill Rd Armonk, NY 10504 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for only, per SCHD approval. Replaces BP 40827. Premises Located at: 1795 Central Dr, Mattituck, NY 11952 SCTM# 106.4-30.2 Pursuant to application dated 09/03/2025 and approved by the Building Inspector. To expire on 08/23/2026. Contractors: Required Inspections: Fees: PERMIT RENEWAL $1,832.15 ATotal $1,832.15 Building Inspector ` TOWN OF SOUTHOLD BUILDING DEPARTMENT co x 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 #: 51122 Date: 8/23/2024 Permission is hereby granted to: Livanos, Bill 54 Wrights Mill Rd Armonk, NY 10504 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for only, per SCHD approval. Replaces BP 40827. At premises located at: 1795 Central Dr, Mattituck SCTM # 473889 Sec/Block/Lot# 106.-1-30.2 Pursuant to application dated 6/14/2026 and approved by the Building Inspector. To expire on 2/22/2026. Fees: PERMIT RENEWAL $1,832.15 Total: $1,832.15 Building Inspector � TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE boy . ova SOUTHOLD, NY 0011 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 #: 40827 Date: 7/11/2016 Permission is hereby granted to: Livanos, Bill 54 Wrights Mill Rd Armonk, NY 10504 To: Demolition of an existing single family dwelling and construction of a new single family dwelling as applied for only, per SCHD approval. At premises located at: 1795 Central Dr., Mattituck SCTM # 473889 Sec/Block/Lot# 106.-1-30.2 Pursuant to application dated 2/9/2016 and approved by the Building Inspector. To expire on 1/1 012 0 1 8. Fees: DEMOLITION $545.50 SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,718.80 -NEW DW LING $50.00 otal: $3,314.30 Building Inspector o��OF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • O Southold,NY 11971-0959 COUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: BIII Llvanos Address: 1795 Central Dr City: Mattituck St: NY Zip: 11952 Building Permit#: 51122 Section: 106 Block: 1 Lot: 30.2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Modern Electric East Inc. License No: 4253ME SITE DETAILS Office Use Only Indoor Basement Service (✓ Solar F Outdoor 1st Floor Pool F Spa r Renovation F 2nd Floor 1✓ Hot Tub r Generator Survey IF Attic IV- Garage Battery Storage r INVENTORY Service 1 ph W Heat Duplec Recpt 72 Ceiling Fixtures 10 Bath Exhaust Fan 6 Service 3 ph I— Hot Water Elec. GFCI Recpt 10 Wall Fixtures 6 Smoke Detectors 8 Main Panel 200X2 A/C Condenser 3 Single Recpt Recessed Fixtures 148 CO Detectors 3 Sub Panel A/C Blower 3 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights 91 Dryer Recpt 30A Emergency Strobe Heat Detectors Disconnect Switches 100 4'LED 10 Exit Fixtures Other Equipment: (2) Fridges, Mini Fridge, Oven, DW, Micro, W/D, Hood, (2)200A Panel 54 Circuit V11 Notes: Two Story w/ Finished Basement Inspector Signature: Date: December 2, 2024 Sean Devlin Electrical Inspector - sean.devlinCg town.southold.ny.us 1795CentralH ouseElectric Nov - 1 2024 5 4 Town Hall Annex :; Telephone(631)765-1802 A 54375 Main Road P.O.Box 1179 —jj C3 Southold, NY 11971,495 0 it 5" 18P 4,1 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: cl / 9 l�� Building Permit No. Owner: Bill Livanos (Please print) Plumber: I Lkx� Z-3 ?kSr"b'V'q corv.- t'<"&Qrt (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. 0 (Plumbers Signature) Sworn to before me this day of 20 c7 Notary Public, County Dana M.Behr NOTARY PUBLIC,STATE OF NEW YORK Registration No.01 BE6371759 Qualified in Suffolk County Commission Expires March 5,20:2f- qoSO(/ - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION . [VfeFOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE 8 /G INSPECTOR SOUlyolo • �o �� Comm y � TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [PrFOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: ov to, DATE INSPECTOR �OF SOUl9 �o� ono �ycou TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ XtRAMING e�STRAP [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICA,, 1L (ROUGH) [ ] ELECTRI AL (FINAL) REMARKS: rknlu ok �-W u iti �- I^ uV'v:o:w/ 1/YYkk DATE INSPECTOR SO�TyO�o • �o t,i � �lyCOU .f^� m TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE INSPECTOR ( of souryolo coulm,a�' TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION .] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION . [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: A&CYl&6V14i C ovv � +� v � S � � v +�' 'rem �ev�►'���-a�'o r�. Qjp L L.- dZJ4-,,- 964,44 -&iO - V Alk LIU r DATE >' 1 ) INSPECTOR 1 ��OF SOUryo Comm TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUGH PLEIG. [ ] FOUNDATION 2ND [ :]..,.INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: PAI RA W40 S 1 r` DATE INSPECTOR OF SOUIyO�o # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 611z� INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY, [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: o, jo rS I fy) �J V DATE I . INSPECTOR 4o1 tf SOOTyo� I 12—Z /71,S— TOWN: OF SOUTHOLD BUILDING DEP . 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ - ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] -CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: t-vO 14z __tC6 DATE INSPECTOR TruTeam, tat y. Insulat on 1600 9th Ave JUN - 5 2026 Bohemia, NY 11716 Phone: -631-2`18-9350` D�°' ` � `f, �►ci Contractor/Builder/Owner: May 13,2026 Constructive Framing PO 86lt°1061 Riverhead,NY,11901 Property: 1795 Summit Drive Mattituk,NY,11952 To Wh6th it may concern,. Ptease be advised thatthe following Spray Foam (quadrant=Closed Cell)was applied~ataocation. :Details are as follows: Exteri0r`'ivAIIOY4 2 inches orclosed cell RI Exterior waIIs 2x6 .3 inches.ofclosedI cell R19 Joseph Cerrato Division Manager 45m ® E C E 0 VE C HARLES M. TH O MAS R.A., PLLC MAR 2 7 2025 206 LINCOLN STREET R I V E R H EA D, NY 1 1 90 1 Building Department (5 1 6) 70 2-3 51 9 Town of Southold CDTHOMAS63 @AOL.COM MARCH 17, 2025 Re: Southold Building Department Bill Livanos 1795 Central Drive, Mattituck NY 11952 1000-106-1-30.2 Dear Sir/Madam, I am writing to confirm that the items discussed during.the,final inspection on November 15, 2024, at the above-referenced residence have been successfully addressed. Specifically: • Handrail Installation: A handrail has been installed at the basement outdoor stairwell. Photographs documenting the installation are attached for your reference. Please let me know if you require any additional information. Thank you for your time and attention to this matter. Very tru yo rs, ,RED.1,90 �` S M. CHARLES M. THOMAS, R.A. `eCkt�� -�R N - - -' -- -� /� Lrr�!]C/'7/=t'.�.rlr.r- as�+•.r-e�-- -s.e•;i�:.�.�.`� S � ^/ �� V- BI ,/ ` -- lie how • to EVA IM bi MID ��. OWNPIT _ It,PAIN rPA EF Aw i- w A. s rd - u r • n TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 ,sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Ala,4_�T Check -Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate it Storm-Water Assessment Form Contact: Approved ,20L(70 Mail to: Disapproved a/c Phone: Expiration 1 10 120. 1EC'&GVZ D Building Inspector JUN 14 2016 APPLICATION FOR BUILDING PERMIT , BUILDING DW INSTRUCTIONS Date (�/17, 20 J(,o TOWN OF SOUMOLD a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing co , and reg tions, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) Vo �y01� V'M AAygkes92v_-�, Q J d% -7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect ngineer, general contractor, electrician, plumber or builder Name of owner of premises 10 1 L L L i',1A ram➢®S (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'oii wh'c Ok ork will be done: House Number Street Hamlet County Tax Map No. 1000 Section /0& Block L Lot ­30o °_ Subdivision(fAe+A40 14(OV �'Si��l � Filed Map No. f 6"7Z Lot © C�r 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy �'j b. Intended use and occupancy t,.jti Lv— 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition L/ Other Work (Description) 4. Estimated Cost C'poo ©p o Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. � 1 7. Dimensions of existing structures, if any: Front r'_7_(7 Rear 5_0' Depth 2a Height 1 Number of Stories °Z Dimensions of same structure with alterations or additions: Front '"r'o Depth Height Number of St `r`ie L) ~�` °�€~ ` z 8. Dimensions of entire new construction: Front Z Rear �.Z Dlc #;,i_ Height q— Number of Stories °2, 9. Size of lot: Front /00 Rear [Zo a O(a Depth 2Tp 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 regulation? YES NO f 13. Will lot be re-graded? YES NO__�/Will excess fill be removed from premises? YES NO 14. Names of Owner ofpremisesVtU- Ltc1a►rjoS Address Algrvlaul-1 , &)j I01itne No. ql.d-—(o16(o --qW Name of Architect S T140 k,._M Address'IcFof7ox O-77 _JA hone No -7'17—'Zcrci�5 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical dataon survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V/ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor gen Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. TRACEY L. DWYER NOTARY PUBLIC,STATE OF NEW YORK Sworn to before me this �JNO*O 1DW6306900 ALIFIED IN SUFFOLK COUNTY 1 day of ��U( 20� =ISSIONXPIRES JUNE 30,20 $ Notary Public G Signature of Applicant TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: October 6, 2025 TO: Chuck Thomas (Livanos) PO Box 877 Jamesport,NY 11947 Please take notice that your application dated February 9, 2016: For permit: to demo existing dwelling, construct a new single-family dwelling and in- ground swimming_pool at: Location of property: 1795 Summit Drive, Mattituck,NY County Tax Map No. 1000 - Section 106 Block 1 Lot 30.2 Is returned herewith and disapproved on,the following grounds: The proposed construction, on this nonconforming 29,033 sq. ft. lot in the Residential R- 40 District is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures shall be located in the required rear yard. The proposed in-ground swimming pool is located other than the required rear In addition, the proposed dwelling results in the existing accessory shed being partially located in the side yard. Appeal#6965 expired July 21, 2019. The extension request was denied and new variance relief must he applied for. Authorized Sig ature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,Z.B.A. BOARD MEMBERS rjF SD, Southold Town Hall Leslie Kanes Weisman,Chairperson �� HQ 53095 Main Road-P.O.Box 1179 !O Southold,NY 11971-0959 Eric Dantes axt Office Location: Gerard P.Goehringer G Town Annex/First Floor,Capital One Bank George Horning �0 �� 54375 Main Road(at Youngs Avenue) Kenneth Schneider �yco�f (,ta Southold,NY 11971 http://southoldtown.northfork.net PJULCq2 ZONING BOARD OF APPEALS 1-3TOWN OF SOUTHOLD 5 2016 Tel.(631)765-1809-Fax(631)765-9064 , FINDINGS,DELIBERATIONS AND DETERMINATIO u bAJ�Clerk MEETING OF JULY 21,2016 ZBA FILE: 6965 NAME OF APPLICANT:Bill Livanos PROPERTY LOCATION: 1790 Summit Dr.(aka Central Drive.)Mattituck,NY SCTM# 1000-106-01-30.2 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: Pursuant to the Suffolk County Administrative Code Sections A 14-14 to 23, referral of this application to the Suffolk County Department of Planning is not required. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject parcel is 29,033 square feet located in the R-40 Zoning District improved with a two story single family dwelling, a detached stucco garage and stucco shed. The parcel fronts Sound Beach Drive to the north for 100 feet and has a second front yard along Summit Drive to the South for 120.06 feet. The adjoining property line to the East is 266.84 feet and the adjoining property line to the West is 261.58. The parcel is accessed via a 20 foot right of way (R.O.W) from Summit Drive. There is no improved access from Sound Beach Drive. Approximately half of the parcel (southern portion) is at elevation 100+/-(where the improvements are constructed and proposed) and the remainder has a steep down slope to Sound Beach Drive at an elevation of 20+/-, all of which shown on the survey/Site Plan prepared by Nathan Taft Corwin III, L.S. dated May 21, 2003, last revised March 15,2016"Revise House Location". BASIS OF APPLICATION: Request for Variances from Article III Section 280-15 and the Building Inspector's February 23, 2016 Amended March 24, 2016 Notice of Disapproval based on an application for building permit to demolish existing dwelling and construct a new single family dwelling and a new accessory in-ground swimming pool,at; 1)proposed accessory in-ground swimming pool in location other than the code required rear yard or front yard on waterfront property,2)proposed dwelling results in existing accessory shed in location other than rear yard or front yard on water front properties, located at 1790 Central Drive (Summit Drive), Mattituck, NY SCTM # 1000-106-1-30.2 RELIEF REQUESTED: The applicant requests.variances to; 1) locate a proposed in-ground swimming pool in a front yard where the code requires a rear yard location and 2)maintain the location of an existing stucco accessory shed which will be located partially in a side yard upon completion of new proposed dwelling, where the code requires a rear yard location. Page 2,July 21,2016 Livanos,96965 SCTM No. 1000-106-1-30.2 ADDITIONAL INFORMATION: The adjoining parcels to the East and West have similar topographies and both have an in-ground swimming pool in a front yard location(front yard to Sound Beach Drive). The existing stucco accessory shed, relative to the existing dwelling which is proposed for demolition, appears to exist partially in a side yard location. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 7,2016, 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 variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties.In-ground swimming pools are common accessory structures to residential properties and the adjoining parcels to the East and West both have an in-ground swimming pool in a location similar to what the applicant proposes. The subject accessory stucco shed presently exists in its location without evidence of detriment to nearby properties. 2. Town Law 4267-b(30)(2). The benefit sought by the applicant to construct an in-ground swimming pool cannot be achieved by some method,feasible for the applicant to pursue, other than an area variance. The parcel is subject to two front yards and there is no rear yard to construct an in-ground swimming pool in a conforming location. The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Placing the accessory structure in a code conforming location cannot be achieved since there is no rear yard. 3. Town Law 4267-b(3)(b)(3). The variance granted herein to locate an in-ground swimming pool in a front yard location is mathematically substantial, representing 100% relief from the code. However,the subject parcel has no conforming rear yard in which to locate accessory structures and the two adjoining parcels, both similarly subject to two front yards, each have in-ground swimming pools in a front yard location. The variance granted herein to locate a stucco accessory shed partially in a side yard is mathematically substantial, representing 100% relief from the code. However, the existing stucco shed appears to presently exist partially in a side yard location and to continue this partial side yard location is not substantial. 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 an in-ground swimming pool and existing shed location, 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 Schneider, seconded by Member Geohringer, and duly carried,to Page 3, July 21,2016 Livanos,#6965 SCTM No. 1000-106-1-30.2 GRANT the variances as applied for, and as shown on the Survey/Site Plan prepared by Nathan Taft Corwin III, L.S. dated May 21, 2003, last revised March 15,2016"Revise House Location". SUBJECT TO THE FOLLOWING CONDITIONS: 1. Installation of a de watering dry well large enough to accommodate the discharge of pool water. 2. All pool equipment must be placed in a sound proof structure. 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 andlor a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s)granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,.within three (3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration, grant an extension not to exceed three(3) consecutive one (1)year terms. Vote of the Board: Ayes: Members Weisman (Chairperson), Schneider, Dantes, Horning, Goehringer. This Resolution was duly adopted(5-0). J 0�4 // L,4L� Leslie Kanes Weisman,Chairperson Approved for filing / 7- %1016 BOARD MEMBERS ��QF s�l/jy® Southold Town Hall Leslie Kanes Weisman, Chairperson ,`O l0 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. y Office Location: Nicholas Planamento Town Annex/First Floor Margaret Steinbugler �iYCOU 54375 Main Road(at Youngs Avenue) ' Southold,NY 11971 http://southoldtownny.gov April 20,2026 '=' u `a U ZONING BOARD OF APPEALS Megan Carrick TOWN OF SOUTHOLD APR. 2 9 2026 P.O. Box 877 Tel. (631)765-1809 Jamesport,NY 11947 Re: ZBA Appeal-No. 8094 1 4('i1, I`/95 t�lirluil,;l iiiy�ca, f1!liiliiittul SC"1M No. 1.006-106-1-30.2 Dear Ms. Carrick; Transmitted for your records is a copy of the Board's April 16, 2026 Findings, Deliberations and Determination,the original of which was filed with the Town Clerk regarding the above variance application. Before commencing any construction activities, a building permit is necessary. Please be I ure to submit an application along with a copy of the attached determination to the Building Department. Pursuantio Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the. Building Department off a Certificate of Occupancy,nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Sincet ly 'in E.Fuentes Board Assistant Encl. cc: Building Department L_ BOARD MEMBERS OF$U(/j Southold Town Hall Leslie Kanes Weisman,Chairperson ,`O !O 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. ,1. 54375 Main Road(at Youngs Avenue) Nicholas Planamento CQu �' Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD January 10,2025 Tel. (631)765-1809 Charles M. Thomas,RA L- DENIED 206 Lincoln Street Riverhead,NY 11901 RE: Appeal#6965 Livanos 1790 Summit Drive,Mattituck SCTM No. 1000-106-1-30.2 Dear Mr.Thomas; We received your correspondence,dated December 30,2024,requesting an extension of the above referenced Zoning Board of Appeals' determination dated July 21, 2016,which had expired on July 21, 2019. Your request was not done in a timely matter pursuant to Section 280-146(B)of the Southold Town Code and cited in the Determination,which reads, "Pursuant to the Code of the Town(280-146B)any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured within three(3)years from decision date. The Board may,upon written request,prior to the date of expiration, grant one-year extensions,not to exceed three consecutive years, all totaling six years." Please be advised that even if all extensions were granted,the variance would cease being valid on July 21,2022. In your correspondence,you have indicated that you are now in the process of obtaining a Certificate of Occupancy. According to the Building Department inspection records, certification from licensed professionals is still outstanding. During our January 9,2025 Regular Meeting,the Zoning Board of Appeals denied your request. Should you wish to continue with the proposed improvements,you will need to apply for variance relief with a new application and a public hearing. Please contact our office if you have any questions or concerns. AieK. Chairperson cc: Building Department . y BOARD MEMBERS fiF SUUj�o Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road• P.O.Box 1179 Patricia.Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. N Office Location: Nicholas Planamento G'�c� iQ Town Annex/First Floor Margaret Steinbugler lyC 54375 Main Road(at Youngs Avenue) Southold,NY 11971 http://southoldtownny.gov RECEI �ED ZONING BOARD OF APPEALS -r fu 2 Q`l PYK- TOWN OF SOUTHOLD APR 2 0. 2026 Tel. (631) 765-1809 Xdut ® own Clerk F1N0IN(`S,.DELIBERATIONS AND DETTRMINATION ZBA FILE: #8094 NAME OF APPLICANT: Bill and Christina Livanos PROPERTY LOCATION: 1795 Summit Drive, Mattituck NY SCTM: 1000-106-1-30.2 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 not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 23. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject nonconforming 29,033 square feet, 0.667,acre, rectangular- shaped parcel located in the R-40 Zoning District, is improved with a two-story frame house,a detached garage,pool and shed(latter two improvements subject of this application).The parcel fronts Sound Beach Drive to the north for 100.00 feet and has a second front yard paralleling Summit Drive to the south for 120.06 feet. The adjoining property line to the east is 266.84 feet and the adjoining property line to the west is 261.58 feet. The parcel is accessed via a 10-foot right-of--way(r.o.w.)from Summit Drive,over a building lot also owned by the applicant.There is no access frciin.Sound,Beach Drive. Approximately half of the parcel (southern portion) is at a substantial elevation 100+/- (where the,improvements are constructed)and the remainder has a steep slope.down to Sound Beach Drive as shown on the survey prepared by Nathan Taft Corwin III, L.S. dated May 21,2003, last revised December 20,2017,"Final Survey". BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15; and the Building Inspector's October 6, 2025 Notice of Disapproval based on an application for a permit to demolish an existing dwelling and construct a new single family dwelling and install an in-ground swimming pool; at: 1)swimming pool is located in other than the code permitted rear yard; 2) existing shed is partially located in other than the code permitted rear yard; located at: 1795 Summit Drive, Mattituck,NY. SCTM No. 1000-10&1-30.2. RELIEF REQUESTED: The applicant requests two variances,previously granted but now expired,for the"as built" construction of an inground swimming pool located in the front yard and the"as built"construction of an accessory shed located in a side yard,where the code requires both improvements to be located in a rear yard. ADDITIONAL INFORMATION:The applicant is the beneficiary of prior relief granted, permitting the construction of the improvements subject of this application, under Zoning Board of Appeals file#6965 dated July 22, 2016 for Page 2, April 16,2026 #8.094, Livanos SCTM No. 1000-106-1-30.1 which Town of Southold.Building Permit#51122(replacing building permit#40827)was issued on August 23,2024 for the"demolition of an existing single family dwelling and construction of a new single family dwelling as applied for only, per SCHD approval" and Southold Town Building Permit #41681 was issued on May 30 2017 for the construction of an inground swimming pool as applied for per ZBA approval. The `as built' shed existed in its location prior to the demolition of the house and construction of a new residence. .On December 30,2024,the applicant's architect wrote to the Town of Southold Zoning Board of Appeals a request for an extension to ZBA determination #6965. In a letter dated January 10, 2025, the Zoning Board of Appeals responded to the applicant's architect that as a result of not addressing the request in a timely manner ("...any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,within three (3) years from decision date. The Board may, upon written request, prior to the date of qx.hir;ilioll, 1!rlmt lme-yclu, not to exceed three consecutive years, all totaling six years."), to be advised 1'1lllt evell It Ill) UXIell'sio115 %Vurcl gralllell, tllu VI11'1llllee Would ceiise being valid on .)illy 21, 2022; long bel re the extension request date. The applicant's agent is presently seeking the same relief as previously granted in order to `close out' the open building permit and obtain a Certificate of Occupancy for the improvements. No member of the public or an immediate neighbor spoke in favor of or against this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on April 2,2026 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 U67-b(3)(b M. Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. In-ground swimming pools are common accessory structures to residential properties and the adjoining parcels to the east and west both have an in-ground swimming pool in a location similar to what the applicant proposes. The subject accessory shed presently exists in its location without evidence of detriment to nearby properties. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant to construct an in-ground swimming pool cannot be,achieved by some method, feasible for the applicant to pursue, other than an area variance.The parcel is subject to twa Front yards and there'is,no rear yard to construct an in-ground swimming pool in a conforming location. The benefit sought by thee applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. Placing the accessory structure in a code conforming location cannot be achieved since there is no rear yard. 3. Town Law 4267-b(3)(b)(3). The variance granted herein to locate an in-ground swimming pool in a front yard location is mathematically substantial, representing 100% relief from the code. However,the subject parcel has no conforming rear yard in which to locate accessory structures and the two adjoining parcels, both similarly subject to two front yards, each have in-ground swimming pools in a front yard location.The variance granted herein to locate an accessory shed partially in a side yard is mathematically substantial, representing 100% relief from the code. However,the `as built' shed existed prior to the residential demolition and new construction, partially in a side yard location without a compliant location to place it. 4. Town Law 1a267-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. e h .a. Page 3, April 16, 2026 #8094, Livanos SCTM No. 1000-106-1-30.1 5, Town Law U67-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 an inground swimming pool and accessory shed 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 Planamento, seconded by Member Steinbugler, and duly carried,to ( N2AN`,1'the°vie i.uice.;n: applied l 6r,and sl►owu on tho survey prepared try Nathan Tali Corwin 111, L.S., last revised December 20, 2017, "Final Survey". SUBJECT TO THE FOLLOWING CONDITIONS: 1. The septic system on the subject property must be approved by the Suffolk County Department of Health Services. 2. Pool pump equipment/mechanicals must be located a minimum of 20 feet from any property line or be contained in a shed-type enclosure with a lot line set back that is in conformance with the bulk schedule for accessory structures. 3. Drywell for pool de-watering shall be installed. 4. The applicant must obtain a Certificate of Occupancy from the Building Department for the "as built" improvement(s) and submit same to the Office of the Zoning Board of Appeals within 6 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a Certificate of occupancy in the time allotted. This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the risht to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity, Provided de minimis relief is requested within one year of the date of this decision Any time after one year,the Board may require a new application. IMPORTANT LIMITS ON THE APPROVAL(S) GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision, or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations, extensions, demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides 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. ti Page 4,April 1'6,2026 98094,Livanos SCTM No. 1000-106-1-30.1 TIME.LIMITS ON THIS APPROVAL: ,Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,,within three(3),years from.the date.such variance was granted. The Board of Appeals may,upon written request prior to.the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT.IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REOUIRED'TIM FRAME DESCRIBED HEREIN.Failure to comply in a timely manner may result,in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new, variance application with public hearing before the Board of Appeals. Vote of the 1:3oarci: Ayes: Members WC15114U1(CIRLirperson), Planamento,.Lehnert, and Steinbugler. (4-0)(Member Acamp6ra Absent) � - hll � . Leslie Kanes Weisman, Chairperson Approved for filing f///;7 /2026 • F Town Hall Annex 54375 Main Road P.O.Box 1179 Wfler, Southold,NY 119714M �• Dfi'I+ JAN 9 2017 i BUUMING DEMA1t NE4T BUILDING DEPT. TOWN OF SOUTHOLD TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED By: F � Date: 9 1 7 Company Name: Name: License No.: Y _ Address: ?Q. t3ox a�Q inA i r.L,-c/c- Nr 119s2- Phone No.: . 9 v 37 JOBSITE WFORMATION: (*Indicates required information) *Name: *Address: I-T9-Scf--,J l D P-Lv.2 M,4 rTLtJ-v_ *Cross Street: *Phone No.: 3( - �'3d - 5�9� •- .___,,. Permit No.: d S a Tax-Map District: 1000 Section: / Block: Lot: 3 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) moo+-..ry No le� (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) *Service Size: (if 3Phase 100 150 200 300 350 400 Other *New Service: Re-canned nder+gro Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION t .• �u�lbr lrinn Form 5 I h fl v (�� NOV 1 8 2024 BUILDING DEPARTMENT- Electrical Inspe-ORr— IN'; CO TOWN OF �-o SOUTHOLD T t-ou I o Town Hall Annex- 54375 Main Road - PO Box 1179 C* ac, Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 amesh(@-southoldtownny.gov - seand(cD-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 11/18/2024 Company Name: Modern Electric East, Inc. Electrician's Name: T. Rutkowski License No.: 4253-ME Elec. email:trut299@aol.com Elec. Phone No: 516-903-7151 El I request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Livanos Address: -SumwjL -e k�()FD Cross Street: Central Drive Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of Residence F—Square Footage: Circle All That Apply:Is job ready for inspection?: 21 YESF❑NO F]Rough In R] Final Do you need a Temp Certificate?: ❑ YES � NO issued On Temp Information: (All information required) Service SizeF-11 PhF—]3 Ph Size: A # Meters Old Meter# F-1 New ServiceEl Fire ReconnectO Flood Reconnect E]Service Reconnect Ounderground Eloverhead # Underground Laterals F]1 R2 H Frame D Pole Work done on Service? F]Y E]N Additional Information: PAYMENT DUE WITH APPLICATION V N 0'V BUILDING DEPARTMENT- Electrical Inspect TOWN OF SOUTHOLD J'a; Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 amesh -southoldtownny.qov - seandCcD-southoldtownny.g v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 11/18/2024 Company Name: Modern Electric East; Inc. Electrician's Name: T. Rutkowski License No.: 4253-ME Elec. email: trut299@aol.com Elec. Phone'No: 516-903-7151 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 321, Mattituck, NY 11952 JOB SITE INFORMATION (All Information Required) Name: Livanos Address: s immit nriN e Ce- Cross Street: Central Drive Phone No.: Bldg.Permit#:' email: Tax Map Distrid 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Wiring of Residence F-Square Footage: Circle All That Apply: Is job ready for inspection?: R1 YES [] NO F-]Rough In Final Do you need a Temp Certificate?: F-] YESFV-] NO issued On Temp Information: (All information required) Service SizeF-11 PhF-]3 Ph Size: A # Meters Old Meterft r-1 New Service❑Fire ReconnectO Flood Reconnect ElService Reconnect 01-Inderground ElOverhead # Underground Laterals D 1 2 R H Frame [] Pole Work done on Service? F]Y EIN Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches - ' - Outlets GFI's l Surface �c Sconces H H's �'� r P-J fo UC Lts Fridge l HW �f POOL Fans Mini Fr. W/D ��-' Panel Pump Exhaust � Oven PS Sump Heater d Trnsfmr Smokes DW Generator Salt Gen. Carbon 2j Micro GrbDis � Water Bond Lights Heat Pucks ERV Inst Hot DeHum Transfer HOT TUB/SPADisc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Am s ,-O" v p Have � Used Comments Scott A. Russell SUPERVISOR to . , SOUTHOLD TOWN HALL-P_O_Box 1179 t0� FUG Town of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 `�.y r� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) .`JUN. .1.5 Z016. DOES THIS PROJECT INVOLVE ANY OF '1<'1H[]E ]FOLLOWING: (CHECK ALL THAT APPLY) Yes No ❑gA. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. [O B_ Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑[2/C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑[B/D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑[eE. Site preparation within the one-hundred-year floodplain as depicted _._._... _. _..... ._._.._.....-en--FIRW- 1 ap.-of-any...wat-er-eQur-sE:--.--..- -- -- - ......, .__ .. ..... . .:. ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT: (Property Owner, esign Professional Agent,Contractor,Other) S.C_T_M. #: 1 OOO Date p y District NAME G , ,N,�. � 0 Section Block Lot FOR.BUILDING DEPARTINILNT USE ONLY Contact Information: 62 221-- ^(�, Reviewed By: - - — — — — — — — — — — — — — — — — Date: � ' 6 Property AddreS / LO tion of Construction Work: — — — — — — — — — — — — — — .� EJApproved for processing Building Permit. ((Fow2,,d ormwater Management Control Plan Not Required. ^�ZLwtfL� ormwater Management Control Plan is Required. to Engineering Department for Review.) FORM SMCP -TOS MAY 2014 i_ APPLICANT: S.C.T.M, loon oS, l CHAPTER 236 (Property Owner,(Design Professional, gent,Contractor,Other) d' Stormwater Management Control P1 NAME: G'• L W Section Block Lot ( z S M C P -Plan Requirements: Provide ONE copy of the Bui d , e i Vb•are Y,nu G1�� Date: `� The applicant must provide a Complete Explanation and/ r ason for not providing Z t-r � ( I.31 1 Lp °1 n a ' all Information that has been Required by the following Che is i >mi JL,rC Teleplmne NumUer. I. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following iterns: YES NOi NA If you need additional room for explanations, Please Providauuja% a. Location & Description of Property Boundaries LD b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. ' of the Site Boundary as required by §236-17(02). DRAINAGE INSPECTIONS ARE REQUIRED d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. j Contact TOS Engineering at 765-1560 before e. Limits of Clearing & Area of Proposed Land Disturbance. 0 Sackfill.OR Provide Engineer's Certificatfon f, Existing & Proposed Contours of the Site (Minimum 2'intervals) ! than the drainagg has lb�en installed tn Code g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities, h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. ' I. Location of proposed Swimming Pool and discharge ring, ! j, Location of proposed Soil Stockpile Area(s), ! L LvvLk ' Z k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s). CS r.. VuL- c IT). Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing i '' '` "'" '04CONTROLS that the stormwater improvements are sized to capture,store,and infiltrate uL +=t not a limited to: on-site the run-off from all impervious surfaces generated by a two(21 inch A well maintained Construction En trAnce rainfall/storm event. Wire 8c eii Silt FencinL stabilization 3. Details&Sectional Drawings for Stormwater practices are required for approval. Seedl7ng of exposed and/of Items requiring details shall include but not be limited to: a. Erosion & Sediment Controls, b. Construction Entrance & Site Access, c. Inlet Drainage Structures (e,g,catch basins,trench drains,etc.) d. Leach ing Structures (e.g, Infiltration basins,swales,etc.) ✓ l L:0Ii I:NC3List ',f,I"Ar ;N"1' UE ONLY Additional Information is Required. Reviewed & � � Stormwater Management Control Plan is Not Complete. ipproved BY: — — — — — — —. — — — — — — — — — — — — — — — — — ! Stormwater Management Control Plan is Complete, ;� te: (o ! SMCP has been approved by the Engineering Department. I FORM SWCP MAY 2014 JP O 0� 0 � ' DRAINAGE INSPECTIONS ARE REQUIRED �d ea Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification ©\ 9� that the drainage has been installed to Code. .\a _96 \ \ 10 94.9 EROSION &SEDIMENT_CONTROLS 10 . Shall include but not be limited to: A well maintained Construction Entrance, \94— 94 \ Wire Backed Silt Fencing,stabilization& \ a Seeding of exposed and/or inactive soils. \ oo \ '0o. \\ APPROVAL OF STORMWATER MANAGEME \\Z,o o , —9z CONTRO P N -T NT Date: h (o 74, n C Pt 6 a x —EDGE OF PAVEMENT 1x � •° s d x 1 x r -E PREPARED IN ACCORD 1 THE`MI(JIMUH �� D 1 STANDARDS FOR TI �S AB�A$HED BY THE L.I.A.L.S. q P \tltltll�„t FOR SUCH US 1fA1p WATER INS TREET TITLE ASSOCI oN. SUMUBLIC I N.Y.S. Lic. No. 50467 i UNAUTHORIZED ALTERATION ADDITION Nathan Corwin THIS SURVEY IS A VIOLATITI ON OF SE I"' SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING Land Surveyor THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING _INSTI- TUTION pN(1NF (R�11797_onon r:FRTIFIr ATlnue — .�..r �,.....,___._. SuFFOZ Town Hall Annex ^�� Gy Telephone(631-1802 54375 Main Road Za Fax(631) 734-9502 P. O. Box 1179 � z Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: eo l3 j l Owner: I UL Location of Property: L I v Ar�1 o y Please tak notice that the (check applicable line): 17 New residential structure Addition to existing residential structure Rehabilitation to an existing residential structure to be constructed or performed at the,subject propertyrefere.nce above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof"framing (FR) Signature: Gy` Name,(person submitting this form): ' G Ge� Capacity(check applicable line): Owner . I . Owner representative TrussResReg15.docx Effective 1/1/2015 6" DIAMETER REFLECTIVE RED ROMAN ALPHANUMERIC _PANTONE __..-.:.._ —.-.• _.._.......- --DESiGNHT1Oiv OF'CONST cUCrlvid (PMS) 9187 TYPE BASED ON SECTION 602 OF THE BUILDING CODE OF NEW YORK STATE 2" MIN. REFLECTIVE WHITE . 4 1/2" STROKE _.......:---------— —----__Y.... OE$tGNA'T104"'00R STRUGI`ItRAL COMPONENTS THAT-ARE'OF TRUSS CONSTRUCTION "F" FLOOR FRAMING, INCLUDING GIRDERS,AND,B,EAMS-, "R" ROOF FRAMING "FR" FLOOR AND ROOF FRAMING TRUSS IDENTMFICATI.QN SIGN CONVIJANCE WITH 19 W.CRR PART 1.2GS•41{e- . rnrMSCkE CODES DfVlsiF]N EMADLE TRUSS ILJENTIFIGkHON SIGN DATE:03108 005 r NEW YORK STATE DEPARTMENT OF STATE L ;=; DIVISION OF CODE ENFORCEMENT AND ADMINISTRATION' ;BEP:cf27b{ENT�,FI•F,a;l'•lic-: Z- . MAU -702 3S1 o CGr JAN 1 8 2018 To,im OF SOUTHOLD N SURVEY OF P O LOT 5 & P 0 LOT 6 / / ' �- MAP OF CAPTAIN KIDD ESTATES FILE No. 1672 FILED JANUARY 19, 1949 SITUAT ED A T , MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK O \ d. ,�o \ �. S.C. TAX No. 1000- 106-01 —30.2 5l \ SCALE 1 "=30' i \ MAY 21 , 2003 \ FEBRUARY 24, 2006 RE—CERTIFIED DECEMBER 22 2015 UPDATE SURVEY \\ MARCH 15, 2016 REVISE HOUSE LOCATION I \ MAY 31, 2016 RELOCATE PROPOSED WATER LINE \ AUGUST 29, 2016 FOUNDATION LOCATION \ \ DECEMBER 20, 2017 FINAL SURVEY AREA = 29,033 sq. ft. r� 0.667 cc. � O, 9 \ CERTIFIED TO: �'e��•\\ �� COMMONWEALTH LAND TITLE INSURANCE COMPANY HSBC MORTGAGE CORPORATION (USA) BILL LIVANOS \ \ CHRISTINA LIVANOS Bldg Dept copy from YSA \ ca \� °a QI�v�' 2BA Ml 0 Yd o. \a �aoa'' 0 Dots: 411 / FRP4 � � .C,� ti 0 c• 01 SEPTIC SYSTEM TIE MEASUREMENTS \ FQoaON \ ca ' HOUSE HOUSE S �� �mySOK �p�6 �d CORNER QA CORNER© a�5 >> \ zy o° , • • i 1 R=160,69' SEPTIC TANK \�• 3 L=178.90 COVER 15.5' 33' o� LEACHING POOL 27.5' 26.5' �J�*O,.C��1 'cr'/// + 0, COVER \ �ao �g a 00 0 p0 d \o• IL \ ss. o \ moo .. 6 : 510 \0� a \ 1,0 1 \\ 0. \ �r • �T.6GE OF PA�pIEt� PREPARED IN ACCORDANCE WITH THE MINIMUM e ��V STANDARDS FOR TITLE SURVEYS AS ESTABUSHED r ((� BY THE L.I.A.L.S. AND AP P1�_ AND ADOPTED FOR SUCH USE NBY.\\ ESTATE LAND SAJVIl STREETmLE AssoclATlo .�o 1 pUBUC WATER IN 1�,,�.��pF. N... e� �P '*•�AFT� — p _. e N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION Nathan T of t Corwin TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI— PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OMCES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 23-187G Y SU�-r.CO.I�r��of€`Er'}�Ir~+`"3 SURVEY OF O g �A!� F �- r ,,,� P O LOT 5 & P 0 LOT 6 F�.:'�(��s�� �GY.r ate,`.tl 5..� :,�q:te I:,�ta B. � h \ '�, 'X MAP OF CAPTAIN KIDD ESTATES /x����° "0. FILE No. 1672 FILED JANUARY 19, 1949 Nt SI T UA TED A T , r6 11" ,�� MATTITUCK a TOWN OF SOUTHOLD 91� a ,+ iS�ti �o �'� �° ' ' ' / / /% SUFFOLK COUNTY, NEW YORK ' / / � S.C. TAX No. 1 000- 106-01 —30.2 kill, X �� �� / / // / b6 SCALE 1 =30 MAY 21 , 2003 FEBRUARY 24, 2006 RE—CERTIFIED DECEMBER 22, 2015 UPDATE SURVEY MARCH 15, 2016 REVISE HOUSE LOCATION MAY 31, 2016 RELOCATE PROPOSED WATER LINE AREA = 29,033 sq. ft. 66 0.667 cc. ro 11 aa A Q CER TIFIED TO: o' �� A— ` �' i'/ ' fz l COMMONWEALTH LAND TITLE INSURANCE COMPANY —86 9c HSBC MORTGAGE CORPORATION (USA) BILL LIVANOS --,90 —90 CHRISTINA LIVANOS 90-4 _92 rob let —94 11 j ��i_ _ = j/� /o�° 0 ��gP�•tea° PROPOSED LOT COVERAGE —96 OVER TOTAL LOT AREA = 29,033 sq. ft. a �+Y ;;,_ 0. o0 2� DESCRIPTION AREA % LOT COVERAGE 0 . 9.3 P. EXIST. GARAGE 535 sq. ft. 1.9% .._ ..w.� ... .�. ' \ 94 GO A o �a \ ::: O S��,0 EXIST. SHED 150 sq. ft. 0.5% L�ialaGpC t ? 1 a� F.r 6tiY4r� g68� �r / 5� 4e � p' .,�...�'.::. :::::.::.. `� G O \ a� 4: .:::. n '; o PROP. HOUSE W/PORCHES 2,974 sq, ft. 10.2% 2 /'r/ l ��p W 08S !; nmffi ;.tirtnicnt- ', � s:.�.�..a .. �Z �p�:;t �rr >� ZA PROP. POOL 720 sq. ft. 2.5% rn�oo ..y.QO�:: 7.�P:::.. �...: ........� �.� 1 O� fh;: :i:i::r TOTAL PROPOSED 4,379 sq. ft. 15.1% 98 v�00�1. 100.7 <9�Gnn'r� 98.7 P.R�'(C-�,0��-( ) \8>; ! r':' �`� ,rig '�'`. ,- •�°'�' WW �P��P\, `i �._.._..._.. �O \`� aFL TEST * 0' 0 Pp�7 HOLE �C �. .. Y,.• 99.9 �'.�?3..�.C:.::1C13i 0�^.:.�1 te?1 c.';>::<._:�'Sj�. :';?i?;i'.St t'C 1;"'q PLO � � ) >l � �;' O�' ::: y, t, wro,r i*' n'n �- r .:F,'� ` tSu'orn,it R ))� j� c ° C?O��Q :' ���� ����r �6 1 1i:"'i,,...u1,:1"'� .,i ..�,�_...ci�.: .a�.i-.s�.`,�:�. `O >...:' �y�• •5 y �J�, FM1eP O iilta:i% 1i31 1t `L �g 4 �Ci c+o s 99.9 Doo ' OQ Tao V.. S PGP� \ 2 \ O^h �P \ O 1002" NOTES: 0 100 9s\ <o��XX 4I0 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATUM Ay\ oG EXISTING ELEVATIONS ARE SHOWN THUS: 80.0 CO T-A\ r EXISTING CONTOUR LINES ARE SHOWN THUS: —— —— —So— —— —— �, L <� F.FL.- FIRST FLOOR �y G.FL- GARAGE FLOOR T.W. - TOP OF WALL O.W. - BOTTOM OF WALL \ �a 2. MINIMUM SEPTIC TANK CAPACITIES FOR A 5 BEDROOM HOUSE IS 1,500 GALLONS. 1 TANK; 8' DIA. 5' LIQUID DEPTH 3. MINIMUM LEACHING SYSTEM FOR A 5 BEDROOM HOUSE IS 400 sq ft SIDEWALL AREA. 98 �� •o\ d 98 1 POOL; 16' DEEP, 8' dia. �\ \N'yN �Oa PROPOSED EXPANSION POOL \NC, � �'� � � LQ ?,C Lo W -vb PROPOSED LEACHING POOL 2 Y 96 SUFFOLK COUNTY Dr-: Af2Tl'::, T OF a'-IEALTt�1 Sw>'VICEj PROPOSED SEPTIC TANK \ � rr,1 r 4. THE LOCATION OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVATIONS AND/OR DATA OBTAINED FROM OTHERS. �0 PErr'�IT FOP APPROVAL OF CONST 2t:� 7 01j FoR A ALL HOUSES WITHIN 150' OF SUBJECT PROPERTY ARE CONNECTED TO PUBLIC WATER. A aINN',..f: F"AfV-iLY tZt'.S!DT ;iNCIZ 0,F LY THERE ARE NO WELLS WITHIN 150 OF SUBJECT PROPSERTY. \94— 94 5. EXISTING SEPTIC SYSTEM STRUCTURES SHALL BE PUMPED CLEAN AND EITHER REMOVED \ ►<JUN 0 OR FILLED WITH CLEAN SAND IN ACCORDANCE WITH S.C.D.H.S. STANDARDS. \\r Dra`�E T'.S. rEF. 0, oo DRAINAGE SYSTEM CALCULATIONS: \ o. �--- ROOF AREA: 3,000 sq. ft. \ �\ FLi:14PI'!!,1Um Or i C1Rf70!.1S 3,000 sq. ff. X 0.17 = 510 cu. ft. \ 0 92•1 r ,,, _ 1[ p� AT A1� ,^� ' \92— , —92 UPIrRES`.+THRI E:YE:ARS FROiy1 DATE E OF APPROVAL PRO4�AL 510 cu. ft. / 42.2 = 12 vertical ft. of 8 dia. leaching pool required PROVIDE (2) 8' dia. X 8' high STORM DRAIN POOLS \ °°� e. PROPOSED 8' DIA. X 8' DEEP DRYWELLS FOR ROOF RUN—OFF ARE SHOWN THUS: Oo a DRIVEWAY AREA: 1,700 sq. ft. a 1,700 sq. ft. X 0.17 = 289 cu. ft. Of PP MEM 289 cu. ft. / 42.2 = 7 vertical ft. of 8' dia. leaching pool required ; e PROVIDE (1) 8' dia. X 8' high STORM DRAIN POOL X e PROPOSED 8' DIA. X 8' DEEP DRYWELL FOR DRIVEWAY RUN—OFF ARE SHOWN THUS: x PREPARED IN ACCORDANCE WITH THE MINIMUM O x RINI STANDARDS FOR TITLE SURVEYS-AS`ESTA8LISHED BY THE L.I.A.L.S. AND APPFOVE[T�AND.ADOPTED 1 FOR SUCH USE BY JhTF„`NEYJ RK_$TATftilANO TEST HOLE DATA S� PUBLtC WATER IN STREET TITLE ASSOCIATION./ g Z>�1~r ° �O (TEST HOLE DUG BY NATHAN CORWIN L.S. ON DECEMBER 22, 2015) +` DARK BROWN LOAMY SAND SM 2.5' PALE BROWN FINE SAND SP ddd N.Y.S. Lic. No. 50467 14' UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF PALE BROWN AND SM SECTION 7209 OF THE NEW YORK STATE BROWN SILTY SAND EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED 23' TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. PALE BROWN FINE SAND SP IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 FOX (631)727-1727 EL. 71.0' 29' TUITION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS EL 5.0' I I 95' 1586 Main Road P.O. Box 16 HIGHEST EXPECTED GROUND WATER AND EASEMENTS OF RECORD, IF TEST WELL No. USGS 410007072331901 S 53325, 1 ANY,, N NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 23-1B7C1 N SURVEY OF P O LOT 5 & P 0 LOT 6 e N x : MAP OF CAPTAIN KIDD ESTATES Al Q // jaG FILE No. 1 672 FILED JANUARY 19, 1949 SI T UA TED A T X MATTITU C K F TOWN OF SOUTHOLD a j �ti SUFFOLK COUNTY, NEW YORK ° oGf a.°x S.C. TAX No. 1000- 106-01 —30.2 X� / » > SCALE 1 =30 MAY 21 , 2003 FEBRUARY 24, 2006 RE—CERTIFIED • 1ti�- / / / / / / / / / 56 DECEMBER 22, 2015 UPDATE SURVEY 0 MARCH 15, 2016 REVISE HOUSE LOCATION MAY 31, 2016 RELOCATE PROPOSED WATER LINE /66a AUGUST 29, 2016 FUNDATION LOCATION 66� AREA = 29,033 sq. ft. ro �i9° a/ ,r / / / / / / / i �2 0.667 cc. ro rG V30 J aa6 i ✓i/�� — �� �/ / \/�// / / / / /dap ��s LL CER TIFIED TO: 5°" ly �c COMMONWEALTH LAND TITLE INSURANCE COMPANY HSBC MORTGAGE CORPORATION (USA) —86 �� BILL LIVANOS 6° / \ / — — / / /g° _ -90 CHRISTINA LIVANOS -92 -94 -96 6 x / 10 GGO 96 99.3 99.7 ° p Sy0 Op��O� GO 100, C) L . ....... Cl x ss.s ��� �. v�ti �P� 2,11 0. \ \r 99.9 \ A 1 1100!0 t o0.0 x106 �. V �� \ o��i} \ 9.8 0�� \ S GP s\ JP 100.z\ %; NOTES: o °o�\ g�X 4 I O 1. ELEVATIONS ARE REFERENCED TO AN N.A.V.D. 1988 DATUM Ay\ no EXISTING ELEVATIONS ARE SHOWN THUS: 00.0 9 EXISTING CONTOUR LINES ARE SHOWN THUS: —— —— —80— —— —— �, a�\ ,�, FLOOR G.FL.— GARAGE FLOOR \ \ d B.W. — BOTTOM OFL WAI I 98\GA o coo •o \96 \< — _96 \\\ v \94— 94 \ � f \ 00 \ 00. �. \92— —92 e e x Ro—Ep(oE OF PFNEMENt x •a. x PREPARED IN ACCORDANCE WITH THE MINIMUM JOIx RIV STANDARDS FOR TITLE SURVEYS AS ESTABLISHFt BY THE L.I.A.L.S. AND APPROVEDCA11DrADOPTED FOR SUCH USE BY THE NEW.tORK^STAT tAOD S wpTR I TITLE ASSOCIATION. E (P.FT Co `+� PUBLIC ,. ,;a V, .. i N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION TI ADDITION Nathan Taft Corwin TO THIS SURVEY IS A VIOLATION OF Ill SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys - Subdivisions - Site Plans - Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 23-187E N SURVEY OF P O LOT 5 & P 0 LOT 6 I ° MAP OF t CAPTAIN KIDD ESTATES °a Q FOOD FILE No. 1672 FILED JANUARY 19, 1949 SITUATED AT Qv6 Q� MATTITUCK TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1 000- 106-01 —30.2 a �� \ SCALE 1 "=30' \ MAY 21 , 2003 \ \ FEBRUARY 24, 2006 RE-CERTIFIED \ DECEMBER 22, 2015 UPDATE SURVEY ` \ MARCH 15, 2016 REVISE HOUSE LOCATION \ MAY 31, 2016 RELOCATE PROPOSED WATER LINE AUGUST 29, 2016 FOUNDATION LOCATION ` \ DECEMBER 20, 2017 FINAL SURVEY �'Q. \ AREA = 29,033 sq. ft. 0.667 cc. o, \ VIO �� \ \ s \ CER TIFIED TO: \ F�9�•\\ ��a COMMONWEALTH LAND TITLE INSURANCE COMPANY \ \ O HSBC MORTGAGE CORPORATION (USA) BILL LIVANOS CHRISTINA LIVANOS b GRf'SS \ \N � o 0 0 s O Ee O.�' S � �lF,110 eo yq � '•� o ° FOP 5`9'ti ' � �1 ��°�� p0F p �y c 9 9 � 0 SEPTIC SYSTEM TIE MEASUREMENTS \�9 °oFQ c� \`\ �p�`''G 3Ide-1 HOUSE HOUSE CORNER ❑A CORNER[fl �/ �� C R=160.69' LEACH SEPTIC TANK 15.5' 33' �t���iop� ` n°�°°ti � V. ' 3 L=178.90 COVER 0wS v+' �'o�C �) F P a COVERING POOL 27.5' 26.5' �� °`ill}}� " •s��cP���s i\ S 6 �o E v i � p� 1.1 lr \ lOi o 10 \ � 1� 5 ��'JBJECT TO COVENANTS � Iit;J i rtICT10tJS �.I9W;� PAGE \ 5 t1Hl"Val<C(:!Ii b1?"., TH� ' V�VG� \\ tD� D �,. __ LJ PPaOVA� c3� ,�,_ ?'3R' S FOR \ t\ s. C, �AutlefGI EF-' '"LYR7zS;(7)73t^W \\oo,.;;::::1.�. /^ 1 � 20Z4 APR 2� , ;,P'ef.K.:;.. _ 1 O-I I' Q n� \ AUG '"'n mt3ge diva it mr,wstzr c,istlly 4 ??'y rt F.""n I.kx r r tmn t'_,,sfi ► ELTII.DING DT:I''T.ltP` �#'d 8f! rfXrtCX�TP3�^�(lG�s"9''lAf" 8k'�4Tf 'LP^ r��p'!► J^�" GJ�O rg� ``�� bo s ci ty FOR f. AX', 4'JMQF. (v Lam' 'd4i6 .�. e 1 O T i', OF SOL71101 T" 1, EOGE OF PPIEME RIV PREPARED IN ACCORDANCE WITH THE MINIMUM d STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L.I.A.L.S. ANDD-APPROVED AND ADOPTED T TITR SUCH USE 8Y,'rHk NE YORK STATE LAND IT g(REE LE ASSOCIATION. ° k' 1VtlJJLL� "1C WATER tN ,�. in PL� .17 4 pj IA: I'� N.Y.S. Lic. No. 50467 UNAUTHORIZED ALTERATION ADDITION Nathan Taft Corwin Ili , TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. Land Surveyor COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN Successor To: Stanley J. Isaksen, Jr. L.S. ONLY TO THE PERSON FOR WHOM THE SURVEY Joseph A. Ingegno L.S. IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND Title Surveys — Subdivisions — Site Plans — Construction Layout LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- PHONE (631)727-2090 Fax (631)727-1727 TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 23-187G REScheck Software Version 4.6.2 Compliance Certificate Project Lavanos Residence Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 4,319 ft2 Glazing Area 16% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Summit Drive Bill Lavanos Charles Thomas Mattituck, NY C M Thomas,Architect 206 Lincoln Street Riverhead, NY 11901 631 727 7993 cdthomas63@aol.com • a • UA trade-off Compliance: 16.0%Better Than Code Maximum UA: 726 Your UA: 610 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross,Area Cavity Cant. Perimeter Floor 1:All-Wood j oi st/Truss:Over Unconditioned Space 2,384 19.0 0.0 0.047 112 Wall 1:Wood Frame, 16" o.c. 2,940 21.0 0.0 0.057 135 Window 1:Wood Frame:Double Pane with Low-E 315 0.300 95 Door 1: Glass 260 0.270 70 Wall 2: Wood Frame, 16" o.c. 1,692 21.0 0.0 0.057 86 Window 2:Wood Frame:Double Pane with Low-E 180 0.300 54 Ceiling 1: Flat Ceiling or Scissor Truss 1,935 38.0 0.0 0.030 58 Compliance Statement. The proposed building design described here is co nt with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildi has en esl ned to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version 4. .2 and o co ply ith the mandatory requirements listed in the VScheck Inspection Checklist. - �' Q CGS 'Qct� Name-Title gnature ate Project Project Title: Lavanos Residence i, CRe',"A date: 06/02/16 Page 1 of 6 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residenc .rck REScheck Software Version 4.6.2 Inspection Checklist Energy Code: 2010 New York Energy Conservation Construction Code Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 1Construction drawings and ❑Complies [PR1]1 documentation sufficiently ❑Does Not demonstrates energy code ❑Not Observable compliance for the building envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies 403.7 (documentation sufficiently , ❑Does Not [PR3]1 ;demonstrates energy code 60) ;compliance for lighting and ❑Not Observable mechanical systems. Systems ❑Not Applicable ;serving multiple dwelling units must demonstrate compliance I with the commercial code. 403.E ;Heating and cooling equipment is; Heating: Heating: ❑Complies [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not . !on loads per ACCA Manual J or Cooling: Cooling: ,❑Not Observable other approved methods. ; Btu/hr Btu/hr ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 2 of 6 # Foundation Inspection . Complies?° Comments/Assumptions Se�Req.ID '' 303.2 1 I Exposed foundation insulation ;❑Complies [FO!11?, . ,,;protection. :❑Does Not ❑Not Observable ❑Not Applicable 403.8 .ISnow melt controls. ;❑Complies [FO1212'. ;❑Does Not 1i ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3' Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 3 of 6 S,ection _ plans 1%erffied.. Field Verified Framing/Rough In'lnspecti6n Complies?' Comments/Assumptions & Req.ID -; - Value Value 402.4.4 ;Fenestration that is not site built is listed and labeled as meeting ❑' " Complies [FR20]i g �, �❑Does Not , i AAMA/WDMA/CSA 101/l.S.2/A440 ' �'I T4 'a or has infiltration rates per NFRC s ❑Not Observable ; 400 that do not exceed code i ❑Not Applicable limits. 402:4 5 IC-rated recessed lighting fixtures ❑Complies [FR16]2. sealed at housing/interior finish ❑Does Not ;and labeled to indicate&It;= 2.0 ❑Not Observable cfm leakage at 75 Pa. P ❑Not Applicable ; 403.2.2 !All joints and seams of air ducts � ` ❑Complies ; [FR13]1 !air handlers,filter boxes, and E`_ m . ❑Does Not building cavities used as return ❑Not Observable ;ducts are sealed. ,: - i of ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3; !ducts or plenums. j= '. ❑Does Not ; 411 ❑Not Observable ❑Not Applicable ; 403.3 1HVAC piping conveying fluids 1 R 1 R- ;❑Complies [FR17]2 !above 105 -F or chilled fluids :❑Does Not 0 below 55°F are insulated to R-3. ' ;❑Not Observable { ;❑Not Applicable 463.4. . ;Circulating service hot water ; R- R- ;❑Complies ; [FR18]2, 'pipes are insulated to R-2 ;❑Does Not (❑Not Observable j ;❑Not Applicable 403.5`• :',Automatic or gravity dampers are ❑Complies [FR19]2 !installed on all outdoor air ❑Does Not 1 intakes and exhausts. ' { ❑Not Observable , t di f � ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 4 of 6 tI SEECOn - #� Insulation Inspection: Complies?: Comments/Assumptions Req:ID' 3031 All installed insulation labeled or ❑Complies (IN -3]Z installed R-values provided. ;❑Does Not ❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) °2', Medium Impact(Tier 2) 3,.J Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 5 of 6 Section• Plans Verified > F.ieldVeritiel � #, Final`Inspec"tion Provisions Complies? - . Comments/Assumptions &Req.ID` Value. value 402.4.2, ;Building envelope tightness ACH 50 = ACH 50 = ;❑Complies 402.4.2.1 ;verified by blower door test result ElDoes Not [FI17]1 !of&lt;7 ACH at 50 Pa.This ❑Not Observable j :requirement may instead be met !via visual inspection, in which ; ;❑Not Applicable :case verification may need to occur during Insulation l Inspection. 403.2.2 I Duct tightness via post- cfm cfm ;❑Complies ; [FI4]1 I construction with maximum T❑Does Not leakage of 8 cfm to outdoors, or ( 12 cfm across systems. For ; ❑Not Observable rough-in tests,verification may ❑Not Applicable need to occur during Framing ;Inspection,with maximum i ; leakage of 6 cfm across systems and 4 cfm without air handler. 403`1 1 Programmable thermostats ❑Complies ; [F]9]2 -!installed on forced air furnaces. ❑Does Not ❑Not Observable ; ❑Not Applicable 403.1,2 ;Heat pump thermostat installed ❑Complies [FI10]2 Ion heat pumps. ❑Does Not ❑Not Observable = ❑Not Applicable 403.4 ;Circulating service hot water �` ❑Complies ; [FI11]2 !systems have automatic or ❑Does Not 3 v accessible manual controls. ❑Not Observable , ]E]Not Applicable 401.3 ;Compliance certificate posted. ❑Complies z [F17]Ja j = ❑Does Not ; } n :J❑Not Observable ❑Not Applicable 3033, ;Manufacturer manuals for ❑Complies ; [FI18]3 . 1 mechanical and water heating � j= ❑Does Not equipment have been provided. ❑Not Observable j j❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Lavanos Residence Report date: 06/02/16 Data filename: C:\Users\Fred\Documents\REScheck\Lavanos residence.rck Page 6 of 6 e 2010 New York Energy Conservation Construction Code Energy Efficiency' Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 29.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHOC Window 0.30 Door 0.27 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments 'SN011018I.S36 3S3H1 d0 3ONV1d3OOV 30 3ON301A3 313V3 VYN18d 31n1LLSNOO 11VHS W3H1 HIM I)V1N0O 1VnSIA'1O311HOdV 3H1 HIM NIVYV3d 11VHS SNVId 3S3H1 Ol 31111 1O31IHOW 3H1 NOW NOISSIWd3d N3111HM k8 1d3OX3 031181H06d SI 'I?JVd NI 60 31OW NI '00H13W ANV ,l8 NOIIVOI18nd d0 Nounwdd3d '3Sn3d 'WdVd3bd 383M A3H1 HOIHM HOJ 311S 1VNIOIdO 3H1 Ol 031OId1S3d 38 11VHS NOLLV0118nd 0NV 3Sn d13H1 ONV 1O311HOW 3H1 30 Ald3d0dd 3AISn1OX3 3H1 38V '3OIA83S d0 S1N3WndiSN1 SV 'SNOIIVOI3103dS ONV,NVdNOOOV 0NV SONIMVda 3S31H1 s _10 I 00 -M-FYI- NOIlbn3 3 ?J `d3 �J � *ON JMO 'A8 AHO silos 'AG JNIM"(1 .0N inm8d N S l/'VZ/60 :3iea 800ld 1SNI3 '0.1 hry SNOUVA3�3 91 XO 9t X0 o � o � 0 LL L L=ij LL=Li LL�� I IL—Li L_L_j L SMOONIM 'O'1 ❑ ❑ ❑ ❑ n3roa d OS N D3 1H013H 31V1d „0-,Ol E66L-LZL (B) b61 l AN '180dS3 Vf LLB X08 Od - 800-W ON003S '0.1 s-e w o � s 55 t 55 t 55 t 55 t 5�t 55 t 55 l � } 1 W a a I �q 0 X0 MX0 MX0 MX0 MX0 MX0 MX0 c TV8 I 9 H9IH „9f 8 0 JIH „9C ? 59 l SS L X0 X0 r IT SS l X0 SS l X3 ❑ SMOQNIM '0'1 ILL LHO13H 5l0 „0-.6 4l 0 ONIA0081111INIHIS Nl)IiDJA 10V \ r / i OL i 11 Zl oNgi 1 00 a v 0 � ❑ ❑ „0—j _ „t/l :3-1dOS � ❑ ❑ ON1833AO S3 8ONI1 a31 INIUS31 a33N3n 3Nols oaaru�n0 31SbM JN18Wn IS ld ll'd ® 3ava � - 0 11V130 33S�I ❑ M o�Id08 1138 „0lX„l a001j 1S2113 '0'1 ❑ tI3(I S3l0NIHS d33MS o I I I 3 a 3 ❑ ❑ ❑ ��� '�,cJ� ��Q(/(;Q��.'�*~'.� s..: /u Fq Z14g-jV0 ra31SAGA1dd0 8_9L ����NI Q3Sn tJ3®70S 0 A0Nvdno00 dO,.9 Lv0U-LE'30 SONnomnS N000 9b l X0 9b I, X0 Sb l X0 tl 3 Sti 1, XO Sb 1, X0 Sb l X0 S t MXO 3t�Od3S 1N31N00 QYl3�NO MOONIM X ANas N o� d NOI1d0I-41-L 30 �13�v+In7d I I 1�m I d 1�L — ILLJ 1�j IJ_1 SMOQNIM 'O'1 {finoo n Ln j==, TFIFF 1H913H 31V�d „0-,Ol aoo�� oNoo3s •0•1 �����d��� �� f�'�(n� fi I1 N )0; S 3 �l NII V tl NI NtlS PIQSN 3 db Sbl MX0FF I I 9t+1 MX0 A—a-- ,/ S-vl Sal 9�l I �, t N0 N0 N0 N0 � o tq I .a,w, - D ON N U 3d V 3 „9-, o , S l MX0 �l 0 *1, 0 t1l 0 t1l 0 �l M 0 fl 0 � _., �p r1=11 LE H03 nN'"'':`171d h1Pti,01 n,1,3 LF1 n 0 S III SMOdNIM 'O'1 �SZ"JI"�",01u'.0 i'1DN 4�1 Sv S3DOo t�tf".�,oi '_I`;`.►S >a:�C;A t�+1�;N t j � �1 4,�;;��At2.1� � MOIRE NoiionUlSNOO HO NJIS30 r b 40����,pl�,.u3 -, .° •° �;�t�UO >:JOd 31f31SNOdS3i:1 �.ON '31d1S �1a01, I ;2 Suaoo } ' Jl u MEIN d0 S3000 3H1 d0 SiN3 um3H IDIN1100H 011NIHS1N Il VOID 3H1 133W 11VHS NO!lonHiSNOa 11V o a 3 NI s o a 0 'O'O H0zI 3131dW0O 3S Ol ism NouonH1SN0O - 1VNId 'b Z l NOI1V1nSNI '£ oN!mmd � ow,bij - 1-Ionou .z N01 1dId0S30 SNOISIA32d 313HONCO 03�inOd UO3 III I Hill 03un03lj Oi'"A.L - Pd011v'ON�IOd 'l :SNC!i3?dSNI !DNIM0110d 3H1 U0J Vud b 01 V,tiV£ Z08t-SE 1d LLJ . . '' :=3r u'iliO11n8 AdION v� ', 33d .L��iiH�atr #1'd'fl j':31VC1 - f AT ARCHITECT 21'-6" REVISIONS DESCRI .PT ION "V-1" (3) 14" ML W W I o 17 U � 0 10 BLUESTONE � I COVERED PORCH M " vIL 10'-9" 10'-9" rn I I 16'-10" 35'-2" LINE OF CANT FLOOR ABOVE - - - - - - (3) 14- IML FLUSH- - - - - - - R � 6'-8 " 10'-34" 0 z 8'-4" 5'-9" 18080 FOLDING CUTSWING DOORS 1 < BLU STONE PATIO La w (3) 14" MIL HDR CD iD M0 e o to (3) 14 ML 23'-7 ' 01 o J o a _ 1 -5 ® = 3 J 33 iD t W 104 OfC� R t I 00 N I to CD DINING ' 0 BLUES ONE _ t _ _ _ LINE OF CANT OOR ABOVE _ _ _ _ _ o_ ^ o ``' o COVEREC PORCH to v FW 08O j FW 080 FW 080 FWG 08 (3) 14" ML FLUSH R N b I cn co — I _j $ ® (3) 12" L HDR (3) 12 ML HDR (3) 12" HDR (3) 12" ML HDR 14" TJI dolsTs 360 SERIES r I ® 16" OC. L i� `� 1, 1 N � NNE CX 16 LO FW 080 CX 16 00 I FRIG I I ow — a 0 " w " J L4-° r17 Z o, (3) 12 .L HDR I cD I O I N N II I r UJ > 0 R ON x °° III o I -0' o I D * W 15R U in II O 00 SMOKE I S L A N D S -�—DETECTOR I t + 20 G RpEpAMT I I I 8'-0" L — �— W J N R N I L_ V J W V) O oC3 I 20'-6" 0 0 uj to 10 JR PIASTER f cn r I I I BEDROOM go _ ® l KITCHEN r a " y SMOKE ~ ~ 3'-4" i7 I OS ----DETECTOR e • till WINEWET BAR o YEN— — — — — — — — — —► — ACC23'-2" '_0" o CLOSET PO WD 1 ��D `-U '-2" 4" 3'-6- 6 N (3) 12" ML 3'-9" PANTRY I " _ — — — - - - - - - - - - - LAUNDRY —_-- --Ton — — - - - - - - _— — — — — 6'-10" o CX 15SMOKE co — - - I I I I N O O —DETECTORtO I I III cl U N CARBON W W.I" CLOS ©--MONOXIDE I I (3) 12" ML STAIR HALL I I SMOKE — O DETECTOR M U D � DETECTOR I I J I I I I e KE W F O Y E R 1 r I I I I iR 3 14" ML. FLUSH 15R �, ROOM `i 31 _ 3 14" ML FLUSH_ _ _ _ oo 10'-0"S WER e t \ CX 45 2"X8" rr CX 45 BATH CLOSET 1 I �o I \ ?a l co ' _ HDR _ \ CX 45 CX 45 L c� CX 45 CX 45 0 R / 1 i xto I cD " ° " 1 HDR Charles M. Thomas (3) 20" � a r c h i t e• c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT 3'-0" 3'-0" 5'-2" 7'-8" 5'-2" 5'-3" 5'-3" 2'-10" L 12'-4•" 2'-10" 2'-6" 6'-3" 7'-9" 4'-6" 6'-0" 18'-0" 10'-6" 18'-01" 21'-0" 73'-6" 2384 SF LIVING FIRST FLOOR PLAN DATE: 09/24/15 PROJECT No. DRAWING BY. F. SOLIS P F I R S T F L 0 0 R P L A N CHK BY. 1 SCALE: 1/4" = 1'-0" DWG No. ❑A - 002- 00 2OF5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WIHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. i i ARCHITECT REVISIONS D E S C R I P T ION 21'-6" 36" HI CABLE RAIL 2"X10" RR I 2"X10" RR ® 16" OC. I ® 16" OC. 0 2"X10" CI1G. JOIST \\ _ \\ ® 16'1 OC. 0 X SINGLE PLY RU BER ROOFING = n N OVER 45# ROOF FELT 0p 3/4" COX PLYWOOD o o 0 SHEATHING. 9 1/2" ROOF RAFTERS 016"O.C. o N o v PITCH ROOF FRTM RESIDENCE v B A L CIO N Y 7'-11 2'-91" CX 155 FW 12070 CX 155 (3) 12" L HDR o 1 16'-4" 35'-8" U' tn M A T E R 36" HI CABLE RAIL 7'-2 23'-7 ' 4'-94" o B E D R O O M I � J 3'-3j" 5'-84" 5'-8i" L SMOKE 2"X10" RR 2'X10' RR = 12'-3" N O DETECTOR 16" OC. I «® 16" OC. 2"X10" C G. JOIST o CXW XW CXW CON W CXW o .. "X10" RR ( 2"X10" RR �''� 16" OC. ® 16" OC. ® 16' 0C. X 155 155 155 1555 155 155 •uI o it = 2"X10" CLG. IIST 11' FF SINGLE PLY RIBBER ROOFING C o ® 16" OC. R 38 INS ui 0 o OVER 45# ROOF FELT �N 3/4" CDX PLYWOOD 1 5 (3) 12" ML HDR (,3) 12" ML HDR 1 I 1 x SHEATHING. 9 1/2" ROOF RAFTERS @16"O.C. - - °D PITCH ROOF FROM RESIDENCE (3) 11 7/8" ML FLUSH (3) 11 7/8" ML FLUSH o1 N 3'-9K 4'-8 ., I 4'-8 „ 3 " 0 16'-51" 16'-52" Q 0 , O 0 ,C w x � o 1\ FW 70 /1- 5 N \ �I ui It i/V_:::� _j 1� I I I C) `a> (3) 12" HDR � In 20'�6" N I i oZ r n 3 ` I ' _3 � BE ROOM BED OOM � � u W X W U - - - - =�c— 0 0 SMOKE 'c U BUD =OO N ® - - - - - - � e = OS ---DETECTOR O--DETEC R 7'-7 " \ X _� c0 X� L2'-0" - - - - - X `' tV LAM Ir<IUUL N LJ j �6�0 W.I. CLOSE BE ROOM NZ — 1 1 1 ( 0 12" MICRO LAM RIDGE U 1 .1 SMOKE 5 00 1O�- OS DETECTOR M 1:2 MICRO LAM RIDGE c _12_' MI RO AM RIDGE_ 0 � — — — — — - - - o 0 9'-2" 8'-6" o Eiz = I 2670 iv LIN ® A tD I t Y I = POCK DR ( ; 0 1 CLOS — �O 0410 U HOW HOWE N U �O M I ( �� I F I a ti0 I I— I � o I � Is'—s~I16'-0" (j I 3'-8" io 3'-0" 2 I — — I Of o X o O O — O = R c0 ti 3'-0" c~n '—O" o c0 0 Y X co iV N ® I 1� I �`0 �� a00 o `gyp, I N ® N dk3' U f n l� O 6'- v ' U o M A S T E R cxw15 = c; S H 0 ER 1 BATH J _ Or— SMOKE DETECTOR I 'I O I' I T —DETECTOR a I I CARBON©MONOXIDE I I 0 (V � I I 0 / / I \ N M DETECTOR �, W.I. CLOSET �s I I x ® I I- / -, U. U 6'-2" Ax I v I I I` \ DN FREESTANDING D UO O 36" HIGH OPEEN R I 17R TUB 0 °D (4) �10-71JUSH HD Of LIN R — — — — — ;� / N c� � B3ELW - ET. � o '0 — - - - - - - -� o 4'-1 " OPEN = d X o x ;2 R "X 0" RR C 14 C 4 C 14 TLR1 BATH I J TO is - S, q1 0 . I 1 DC. 77 cO 0 BELOW iv I / \ `r � �(^J1 _ 4'_6" c� NRIM C 14 CXW 14 G 14 I N Charles M . Thomas 145 CX 145 145 145 CX 145 15 a r C h i t e C t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 PROJECT 4'-4" 4'-4" 9'-0" 5'-3" 5'-3" 9"-0" 9'-0" 5'-11" 8'-8" 6'-5" 10'-6" 18'-0" 21'-0" 1935 SF LIVING SECOND FLOOR PLAN SECOND FL. PLAN SCALE: 1/4" = 1'-0" I DATE: 09/24/15 PROJECT No. DRAWING BY. F. SOLIS CHK BY. DWG No. 3OF 5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, SAS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT. TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. T16'-4" 35'-B" 21'-6" — — — — — — — — — — — — — — — — — 0o ARCH ITECT I I I I REVISIONS DESCRIpT ION ( I UNEXCAVATED I I 4" POURED CONCRETE SLAB OVER 6 MIL. o I ( POLYETHLENE VAPOR COMPACTED BARRIER POROUSFIL WELL I I O N I I I I I N I I 16'-10" g — — — — — — — — — — — — — — 0 o I 4'-2" in - - - - - - - - - - - -� I 00 I I I L - - I I I I I I °° I - I UNEXCAVATED 0 POURED O I POLYETHLENE VAPOR BARRIER ON WELL a I— COMPACTED POROUS FILL I x W^� I I o BE M POCKET ��� Q I 0, 16'-4" 10" I 10" P.C. FOUNDATION WALL 10' HIG M IW of WITH #4 BARS 48" O.C. VERTICAL & i Q - - - - - - - - - - - - -J HORIZOINTA s~ 4'-0~ ON 10"X20" POURED CONCRETE F00)TIN —I - - - - - - - - - - - - W/(2) #6 BARS CONTINUOU -1 14" TJI JOISTS 3 0 SERIES � I I I z LJ� 016 0 i W 14 TJI JOISTS 360 SERIES I 0 R-21 INSULATION I ( o N Z o 1 IN OC. I O R-21 INSULATION I ' POURED CONCRETE STAIRS T CELLAR` I I r ( o 0 Of m 0 Q x 0 — # OF STEPS TO BE DETERMINED ON SI 4" POURED CONCRETE SLAB '`� p_ m Q LJ I xo OVER 6 MIL. POLYETHLENE 'ol N yQ ? VAPOR BARRIER ON WELL N N -z M o 2'-4" I M N COMPACTED POROUS FILL ®N �� UNFINISHED 't I 0 BEAM POCKET CELLAR ui z I � L -� I , SMOKE O DETECTOR OP (3) 1 3/4" X 14" ML. GIRDER FLUSH INTO FLOOR JSTS I ` 13R I 9'-10" 7'- " 11'-0" 8'- 9'-0" 7 1 F ��j6 I PROVIDE 5/8" I I I — 8 TYPE "X" GYP. BD. �� _ 4_1 3/4" X 14„ _ _ _ _ ON CEILING MICROLAM GIRDER ABOVE FURNACE I o L J L — J w I L — J L — I FOR AT LEAST 3'-0"LLI I M J J ON ALL SIDES I L� 0� CH PER N.Y.S. CODE HWH I 1 4" DRAIN PIPED TO DRYWELL I � Jx � �'�� � TILITY ROOM I a � Q Z "� o 3 1/2" STANDARD STEEL PIPE COLUMN �o (3) 1 3/4" X 14" ML. GIRDER 'to DIRECT VENT GAS BURNER N C)a ON A 30"X30 X15 DEEP d-mj UP FLUSH INTO FLOOR JSTS os L r `60o I `i c N POURED CONCRETE FOOTING. (TYP) x o ,�R — — — — II o �N MU1 J UNEXCAVATED i 4" POURED CONCRETE SLAB OVER 6 MIL. POLYETHLENE VAPOR BARRIER ON WELL r — — COMPACTED POROUS FILL I -I L- J - - - - - - - - - - - - - UNEXCAVATED 4" POURED CONCRETE SLAB OVER 6 MIL. 1 6~ o `O I POLYETHLENE VAPOR BARRIER ON WELL $" I COMPACTED POROUS FILL I $" 00 h68" 4'-8" 8" — — — — 13'-9" 2'-9" ff8" 6'-8" 8" 2' 9" 13'-6" Charles M . Thomas 6'-0" 18'-0" 10'-6" 18'-0" 21'-0" a r c h i t e c t PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 73'-6" 2384 SF LIVING PROJECT E FOUNDATION CELLAR F L 0 0 R P L A N 4 SCALE: 1/4" = 1'-0" CELLAR PLAN DATE: 9/24/15 PROJECT No. DRAWING BY. F. SOLIS CHK BY. DWG No. [940 0 41- 00 4OF 5 THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHOLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT,VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. ARCHITECT 8'—oi" i REVISIONS DESCRIP T ION 7 -71 CEDAR PERFECTION SHINGLE ROOFING / \ CEDAR PERFECTION SH GLE ROOFING SWEEP SHINGLES OVER \ CEDAR PERFECTION SIDING / 1"X1 O" BELT BOARD \ SEE DETAIL \ CEDAR PERFECTION SHINGLE ROOFING is ❑ ❑ \ / ❑ \ C 14 C 14 CXW 15 CXW 15 CEDAR PERFECTION SIDING p I 36 HIGIIII C kBLE RAIL 00 CEDAR PERFECTION SIDING 36" HIGH CABLE RAIL CEDAR PERFECTION SHINGLE ROOFING CEDAR PERFECTION SIDING ❑ AR 21 AR 21 I i CEDAR PERFECTION SIDING I C CXW 15 CXW 15 145 C 145 w I LL� IL�j CXW 16 CXW 16 Ld I 0 ❑ W > o 0 W TYPICAL ROOF CONSTRUCTION Z CEDAR PERFECTION SHINGLE ROOFING ON 1"X3" LATH EACH WAY OVER 15# ROOF FELT ON 1/2" CDX PLYWOOD SHEATHING. WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 12" ML RIDGE 2"X10" ROOF RAFTERS ® 16" O.C. FOR WOOD STRUCTURAL PANELS V-0" ' 1'-0" FASTENER SPACING U FASTENER 2 FEET 4 FEET 6 FEET _ r / TYPE PANEL SPAN <, PANEL SPAN PANEL SPAN c PANEL SPAN � I < 2 FEET 4 FEET 6 FEET < 8 FEET w " CT 0 16 OC w // w � WOOD2 SCREWS 16" 16" 12" 9" -- CEDAR PERFECTION SHINGLE ROOFING ON 1"X3" LATH EACH WAY WO "i 2 1�2"S8REWS 16 16" 16" 12" OVER 15j ROOF FELT ON 1/2" CO PLYWOOD SHEATHING. 20X10" ROOF RAFTERS 0 16" O.C. o. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. < < Ilk b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ( f� 14" ML FLUSH 2"X10" CLG. JOIST c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. U /I ® 16" OC. R-38 INSUL. \ d. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 5/" SHEET ROCK ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE WITHDRAWAL CAPACITY OF 490 POUNDS. 9'-0" CLG HEIGHT e. WOOD STRUCTURAL PANELS SHALL HAVE A MINIMUM THICKNESS OF 7/16 INCH (11.1 m) T.O. WINDOWS a ❑ TYPICAL WALL C TRUCTION o N I I ® CEDAR PERFECTION SHINGLES YVEK HOUSE WRAP 1/2" CD X o Q o B E D R OEORM PLYWOOD�SA�AING ON 2'X6' duos 016" D.C. m MASTER �, W.I. CLOSET �, 3/4" PLYWOOD j 3"X3" ALUM POSTS BY 'FEENY RAIL' B A T H SINGLE PLY RUBBER ROOFING RIP 2"X4" ACO (3 TO 0") LAG BOLT PER SPEC AND POST COVERS AS / UP 24" ON REAR WALL �" PLYWOOD SELECTED PER OWNER < REAR WALL I 2"X6" F LATE BEYOND SINGLE PLY RUBBER ROOFING ATOP S FLOO MASTER p OVER 45// ROOF FELT RIP 2"X4" ACO (3 }" TO 0") T.O. SECOND FLOOR BEDROOM CV J"X4" DECKING (PER OWNER) LET IN 2"X6" ACO NAILER 10'-0" PLATE HEIGHT 14 TJI 016"O.C. 9 1/2"TJI 016"O.C. SHEET ROCK 14" 360 TJI FLOOR JOISTS @ 16"O.C. (3) 1 " ML FLUSH 2'-0" \-TECO EACH CONNECTIONFLUSH JOIST Charles M . Thomas T.O. WINDOWS W/3/4" PLYWOOD SUBFLOOR 2'-0" ■ W/MIN. SOUND INSULATION FIRE STOP PER NYS CODE (Tr?) a r c h i t e c t 12'-0" PO BOX 877 JAMESPORT, NY 11947 (631) 727-7993 LAUNDRY K I T C H E N BLUESTONE REAR PORCH PROJECT Go COVERED PORCH r„., ROOF I � `� r.--� I ri 1 I -T--- I r I e-`I_-- - T_�_ d-1-I ty I �-t t/tY `I I_IRy d-I I/tY I I�iv 4-rt/YY I d~tI " T.O. FIRST FLOOR -t-t/tY `�-IIM 4-tv I I I I ty I I I r I I I uV I I I I LAV I WASHER I I W.C. I LAY Itt' LAY lt+' HOUSE ov�R i W. LAY I Wc. I I I w.c. 14" TJI JOISTS 360 SERIES 12'-0" � I I Ne j rua I SHOWER � s SECOND FLOOR FOUNDATION PLAN ® 16" OC. W/ 3/4" PLYWOOD I 5 -+fit I s t ,_, SUBFLOOR 4" POURED CONCRETE SLAB I I I /t t t S 417 I/t R-21 INSULATION 4 MILL VAPOR BARRIER COMPACT & FILL _ CONNECT TO APPROVED r �t �f 1 t-I F.A.T.&SANITARY SYSTDA 1 �ty Iw1pI-rlm KITCHEN LAY I W C. I SINKW LAY 10" P.C. FOUNDATION WALL 10' HIGH CELLAR FRESH AIR INLET LAY CwtTt WITH #4 BARS 48" O.C. VERTICAL &.HORIZONTAL PROJECT No. ON 10"X20" POURED CONCRETE FOOTING IR RR FIRST FLOOR DRAWING-'BY. F. SOLIS wA2) #6 BARS CONTINUOUS I-+/t r r t/t s CHK BY. DWG No. CONNECT TO APPROVED P.Y.C.PIPE PITCHED 4* POURED CONCRETE SLAB F.A.I.&SANITARY SYSTEM AS PER KY.S CODE 005 00 4 MILL VAPOR BARRIER A - - PLUMBING RISER DIAGRAM F5OF5 SCALE: N.T.S THESE DRAWINGS AND ACCOMPANYING SPECIFICATIONS, AS INSTRUMENTS OF SERVICE, ARE THE EXCLUSIVE PROPERTY OF THE ARCHITECT AND THEIR USE AND PUBLICATION SHALL BE RESTRICTED TO THE ORIGINAL SITE FOR WHICH THEY WERE PREPARED. REUSE, REPRODUCTION OR PUBLICATION BY ANY METHOD, IN WHODLE OR IN PART, IS PROHIBITED EXCEPT BY WRITTEN PERMISSION FROM THE ARCHITECT, TITLE TO THESE PLANS SHALL REMAIN WITH THE ARCHITECT.VISUAL CONTACT WITH THEM SHALL CONSTITUTE PRIMA FACIE EVIDENCE OF ACCEPTANCE OF THESE RESTRICTIONS. TABLE R 301.7 CORNER AND PARTITION POSTS TOP PLATE FRAMING TO ACCOMADATE ALLOWABLE DEFLECTION OF STRUCRURAL MEMBERS PIPING - R 6 0 2.7.2 STUCTURAL MEMBER ALLOWABLE RAFTERS AND CEILING DEFLECTION JOISTS OR APPROVED ROOF TRUSS TOP PLATES RAFTERS W/ GREATER L/180 SLOPES THAN 4 W/NO TOP PLATES FINISHED CEILING SECOND STORY TOP PLATE— f M TABLE 3.1 ATTACHED TO RAFTERS TOP PLATE SEE DRILLING AND 16d NAIL AT 24" O.C. ACCORDBOCEDWNHTAL�E�"IN STUD PARTITIONS WALLS AND H/180 JOIST IS PERMITTED TO NOTCHING PROVISIONS BE CUT OR NOTCHED FLOORS AND PLASTERED L/360 STUD BORED HOLE MAX CEILINGS FLOOR JOIST— BETWEEN THESE LIMITS WALL STUD— DIAMETER 60% ALL OTHER STRUCTURAL L/240 BORED HOLE MAX z SEE DRILLING AND SEE DRILLING AND MEMEBERS BOTTOM PLATE NOTCHING PROVISIONS NOTCHING PROVISIONS OF STUD DEPTH DIAMETER 40� EXT. WALLS W/ PLASTER OR H 360 OF STUD DEPTH 0 WFCM SECTION 3.3.1.1.1 WFCM SECTION 3.4.1.1.1 WOOD STRUCTURAL PANEL STUCCO FINISHE / — 1/3 SPAN 1/3 SPA NSTALLED IN ACCORDANCE 5/8" MIN. TO EDGE EXT. WALLS-WIND LOADS L 240 5/8 MIN. TO EDGE d NAIL AT 6" O.C. WITH WFCM TABLE 3.1 WITH BRITTLE(b) FINISHES / o (ALL PANEL EDGES) „ T 8d NAIL AT 12 O.C. ON ALL EXT. WALLS-WIND LOADS L/240 5/8 MIN. TO EDGE — FOR BLOCKING JOIST ENDS TO BE FRAMING MEMBERS NOT AT NOTCH MUST NOT EXCEED WITH FLEXIBLE a FINISHES NOTCH MUST NOT EXCEED BLOCKED AGAINST PANEL EDGES 40% OF STUD DEPTH NOTES: L= SPAN LENGTH, H = SPAN HEIGHT 25% OF STUD DEPTH U TOP PLATE BAND JOIST AND BRIDGING ROTATION IN ACCORDANCE (a) CORNER DETAIL a. The wind load shall be OR BLOCKING SEE WFCM SECTION 3.3 permitted to be taken as o.7 times the cn WITH WFCM 3.3.1.3—END RESTRAINT GYPSM BOARD INSTALLED IN component and cladding loads for hte purpose of the determining BORED HOLES SHALL NOT w d NAIL AT 6 O.C. deflection limits herein. AND 3.3.1.4 BRIDGING ACCORDANCE WITH WFCM TABLE 3.1 BORED HOLES SHALL N01� BE LOCATED IN THE SAME IF HOLE IS BETWEEN 40� AND 60� o BEARING ALL PANEL EDGES) BE LOCATED IN THE SAME b. For cantilever memebers, L shall be taken as twice the lenght CROSS SECTION OF CUT OR OF STUD DEPTH, THEN STUD MUST BE WALL of the cantilever. CROSS SECTION OF CUT OR; 5/ " MIN. TO EDGE c. For aluminum structural members or paneles used in roofs or DOUBLE AND NO MORE THAN TWO walls of sunroom additions or SUCCESSIVE STUDS ARE DOUBLED 1 IN.x4 IN. RIBBON patio covers, not supporting edge of AND SO BORED cn CUT INTO STUD — glass or sandwich panels, the total load deflection shall not J LAP JOIST 3 IN. MIN. z BAND JOIST BOTTOM PLATE FOR FIRE BLOCKING exceed L/60. For sandwich panels used in roofs or walls of p OR BLOCKING WOOD STRUCTURAL PANEL sunroom additions or patio covers, the total load deflection shall 16d NAIL AT 24" O.C.J INSTALLED WFCM TABLE 03DANCE WFCM 2001 SB C HIGH WIND EDITION not exceed L/,20 TABLE R 301.2.2.2.1 WFCM 2001 SB C HIGH WIND EDITION W co SILL PLATE JOIST a SECTION 3.4.3.1 .11 FIGURE 3.3B WALL BRACING ADJUSTMENT FACTORS BY ROOF CRAWL SPACE ° 8d NAIL AT 6" O.C. ON ALL COVERING DEAD LOAD SECTION 3.4.2.1 .1 FIGURE 3.3 A OR BASEMENT \—SUBFLOOR MONOLITHIC EDGES ANDEMB,�0 CA OPAALL NOTCHING AND BORED HOLE LIMITATIONS ROOF/CEILING ROOF/CEILING NOTCHING AND BORED HOLE LIMITATIONS • FOUNDATION SLAB—ON—GRADE FRAMING MEMBERS NOT AT FOR INTERIOR N ON B EARI N G WALLS DEAD LOAD DEAD LOAD FOR EXTERIOR WALLS AND BEARING WALLS FOUNDATION (b) INSIDE CORNER DETAIL PANEL EDGES WALL SUPPORTING 15 psf or less 25 psf PLATFORM FRAMING INTERMEDIATE BALLOON FRAMING EXTERIOR CORNER FRAMING NOTCHING AND BORED HOLE LIMITATIONS ROOF ONLY 1.0 1.2 FOR EXTERIOR BEARING AND INTERIOR ROOF 2x4 CONTINUOUS 0 BEARING WALL FOR SIUSIOPOUND PER SQUARE FOOT =NE STORY 1.0 1 0.49 kN M 2 TYPICAL WALL FLOOR 8c ROOF FRAMING NON—BEARING WALLS: R602.6 (1 ��2� , ( , LATERAL BRACE AT 6 O.C. Uj 0 JOISTS a. LINEAR INTERPOLATION SHALL BE PERMITTED I..Li WIND—BORNE DEBRIS PROTECTION FASTENING SCHEDULE 2-10d NAILS (f) Uj (� FOR WOOD STRUCTURAL PANELS ROOF FRAMING DOUBLE TOP PLATE TRUSS OR CEILING JOIST 0 W FASTENER SPACING 11 SEE STUD TO RAFTER _ FASTENER 2 FEET 4 FEET 6 FEET BLOCKING SECTION A—A C PLE TUD IOR STUD TO STUD DETAIL GABLE END TRUSS � 0 PANEL SPAN < PANEL SPAN < PANEL SPAN < PANEL SPAN ENDWALL TONNECTORS Q TYPE 2 FEET 4 FEET k< 6 FEET 8 FEET 1/2° SPACING—� A A R QUIRED � U ALLOWS 2 1 //2" #6 16" 16" 12" g" HOLDDOWN ' NAILS W06D SCREWS INSTALLATION J HEADER STUDS WA L STUDS 5d COOLER NAILS AT 10" O.C. Q // " # �� �� �� �� DOUBLE A A t-, WOOD SCREWS 16 16 16 12 Ai�HA�oINRE ° ° CORNER STUD NOTE: 2"x4" BLOCK NAILED TO EACH ° CONNECTED TO BLOCKING UPLIFT CONNECTION IS REQUIRED BRACE WITH 4-10d NAILS F— a. THIS TABLE BASED ON 110 MPH WIND SPEEDS AND A 33 FOOT MEAN ROOF HEIGHT. HOLDDOWN o TRANSFER SHEAR AT EACH END OF HEADER AND GYPSUM BOARD z (HDU) ° AT BOTTOM OF HEADER STUDS IN b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. ° ° ° NOTE: SIMILAR N UP ADDITION TO CONNECTORS AT W o ° CONNECTION AT CO NEC R 5d COOLER NAILS AT 7 O.C. c. NAILS SHALL BE 10d COMMON OR 12d BOX NAILS. FOUNDATION. R uIR WALL STUDS AND AT TOP AND z Q o BOTTOM OF CRIPPLES 20 GAUGE STRAP Ljjd. WHERE SCREWS ARE ATTACHED TO MASONRY OR MASONRY/STUCCO, THEY SHALL BE 2-16d COMMON 0 _ ATTACHED UTILIZING VIBRATION—RESISTANT ANCHORS HAVING A MINIMUM ULTIMATE SIDE WALL ° o NAILS AT 6° D.C. FLOOR BRACING AT END BAYS TYPICAL FRAMING AND UPLIFT 10-8d NAILS ilk (/) WITHDRAWAL CAPACITY OF 490 POUNDS. ,ra END WALL Q Uj / c ) ( WFCM FIGURE 3. 7b CONNECTIONS FOR OPENINGS Q W�/ e. WOOD STRUCTURAL PANELS SHALL HAVE A MIINIMUM THICKNESS OF 7 16 INCH 11.1 m , I � SUBFLOOR � L 8d NAIL AT 4 O.C. ENDWALL STUDS L IJj EXTERIOR WALL STRAPPING SCHEDULE AREA HOLDDOWN USED / LENGTH I NUMBER OF CAPACITY OF HOLDDONNS NOTES = I FACE OF FOOTING CEILING BRACING GABLE ENDWALL INAILS �- RIDGE SIMPSON CS-20-40 INCHES MIN. 15-8d PER RAFTER 602 LB RAFTER TO RAFTER BAND JOIST :Dcr_ w 12" MAX. ( WFCM FIGURE 3. 7a) RAFTER TO STUD SIMPSON H-7 ANCHOR 4-8d TO RAFTER 985 LB PER EVERY RAFTER CD 8-8d TO STUD CONNECTION V) NAILS WALLD ON 2-8d TO PLATES I , �p FLOOR TO FLOOR SIMPSON CS-20-40 INCHES MIN. 40-8d 1005 LB PER EVERY STUD CONNECTION % �, TOP PLATE U o STUD TO SILL PLATE SIMPSON H-8 5-8d TO STUD 745 LB EVERY STUD `: F- PROVIDE RAFTER TO RIDGE TENSION STRAP 4-8d TO PLATE ° H NO CEILING CENTER 2x BLOCKING RIDGE HANGERS IF * NOTES: o H/2 BUT NEED POT , H/ BUT NEED NOT DIAPHRAGM ON SHEATHING JOINT USE 8-81d COMMON NAIL S ALL STRAPPING INDICATED MEETS OR EXCEEDS THE REQUIREMENTS IN HE SBCCI (STANDARD FOR HURRICANE RESISTANT RESIDENTIAL o EXC ED 15 FT. AX. �\ EXXCEED 40 FT. MAX. REQUIRED RAFTER TAILS ARE NOT EACH END OF 1-1/4 O CONSTRUCTION, SSTD 10-99) TABLE 305 F1 FOR EAVJE CONNECTIONS, TABLE 305 F2 FOR UPLIFT LOADS AT GABLE END WALLS AND o ° ° CORNER STUD 11J,/32 WOOD TRUCTURAL PANEL STRAPPED TO TOP 20 GAUGE STRAP ~ N HOLDDOWN ON GABLE FA, E AND ON WALL B LOW PLATE OF WALL BELOW g Z TABLE 3.2 FOR FOUNDATION CONNECTIONS. NAILING 0)VER STRUCTURAL WOOD PANEL SHEATHING IS ACCEPTABLE AS LONG AS MIN. HDU o ° ° CONNECTED TO BASED ON SHEARWALL REQUIREMENTS NAIL PENETRATION INTO FRAMING IS ACHIEVED. ( ) 0 o TRANSFER SHEAR � INSTALL THROUGH FIRST FLOOR SHOE. o ° FLOOR TO FLO ORFOUNDATION CLEARANCE FROM SLOPES GABLE ENDWALL, BALLOON FRAMING e 0 PREFERRED METHOD ° z ATH ow�RE CONNECTION ° Q w RAFTER HOLD DOWN 8d NAIL AT 12 O.C;. ON a ALL FRAMING MEMBERS ROOF RAFTER BRACKETS AT SHEAR WALL CORNERS NOT AT PANEL EDc_ES _ 3 WINDOW AND DOOR OPENINGS: GYPSUW BOARD 20 GA. STRAP— (FLOOR TO FLOOR & FLOOR TO FOUNDATION; WFCM FIGURE RIDGE BEAM 14-1 4°� WIDE MIN. 3.7a & 4.7b) PHD5 24" NAIL AT RIDGE TENSION STRAP DETAIL w/(8) 8d NAILS TABLE R301 . 5 NOTESCZ EACH SIDE ° V C. FOR SI: 1 POUND PER SF= 0.0479 kN/M(2), 1 POUND = 4.45N. fl- SIDE WALL a. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING 8d NAIL AT 6" A 2,00 POUND LOAD APPLIED OVER A 20 SQUARE INCH AREA. T O.C. (ALL PANEL b. APPPLIED TO ATTIC SPACES MEETING THE REQUIREMENTS IN TAB L E R 3 01 . 5 0 EDGES SECITRON R802.4.1 FOR CONVENTIONAL CEILING JOISTS AND SECTION R802.10.7 FOR TRUSSES. ATTICS WITHOUT STORAGE ARE WOOD STRUCTURAL PANEL THOSE WHERE HE MAXIMUM CLEAR HEIGHT BETWEEN JOINST AND INSTALLED IN ACCORDANCE WITH RAFTER IS LESS THAN 42 INCHES, OR WHERE THERE ARE NOT TWO .N NAILING SCHEDULE (TABLE 3.10 OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION MINIMUM UNIFORMLY DISTRIBUTED LOADS ( PSI ) T WCFM HIGH WIND EDITION CAPABLE OF CONTAINING A RECTANGLE 42 INCHES HIGH BY 2 . } FEET WIDE, OR GREATERE, LOCATED WITHIN THE PLANE OF THE z TRUSS. FOR ATTICS WITHOUT STORAGE, THIS LIVE LOAD NEED NOT (A) OUITSIDE CORNER DETAIL BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD USE LIVE LOAD REQUIREMENTS. cc GYPSUM BOARD c. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE a 8d NAIL AT UNIFROMLY DISTRIBUTED LIVE LOAD OR A 300 POUND SIMPSON STRONG TCII.HDU CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE Im Son Strong — Tie G 6" O.C. (ALL EXTERIOR BALCONIES 60 Cn co impson PER MOST RECENT ATE I OWALL PANEL INCHES, WHICHEVER PRODUCES THE GREATER STRESSES. ^^♦♦ A 3 5— Chimney Framing TABLE R 3 01 . 2. 2. 2. 1 ° EDGES) ANY POINTEALONGENTRATED HE TOP LOAD APPLIED IN ANY DIRECTION AT DECKS 40 W () e. WASEE SECTION R502.2. FOR DECKS ATTACHED TO EXTERIORLLS l_ 3 ROOF RAFTER RIDGE DETAIL— ® WOOD STRUCTURAL f. GUARD IN - FILL COMPONENTS (ALL THOSE EXCEPT THE PASSENGER VEHICLE GARAGES 50 00 ® DEAD LOADS PANEL INSTALLED IN HANDRAIL) , BALUSTERS AND PANEL FILLER SHALL BE DESIGNED L00 ® ACCORDANCE WITH TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 ATTIC WITHOUT STORAGE 10 o 3 SCALE: N.T.S. NAILING SCHEDULE 16d NAIL AT POUND ON AN AREA EQUAL TO 1 SQUARE FOOT. THIS LOAD NEED ca ROOF CEILING ROOF CEILING (TABLE 3.1, WCFM 2001 24" O.C. NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE ATTICS WITH STORAGE 20 0 a LOAD REQUIREMENT. o DEAD LOAD DEAD LOAD HIGH WIND EDITION) 3 g. APPLIES TO ATTICE SPACES NOT MEETING THE REQUIREMENTS „ z FOR STORAGE PER FOOTNOTE b. SEE SECTION R802.4.2 FOR ROOMS OTHER THAN SLEEPING ROOMS 40 WALL SUPPORTING 15 PSF OR LESS 25 PSF OR LESS 8d NAIL AT 6 O.C. 0 ``' CONVENTIONAL CEILING JOISTS AND SECTION R802.10.6 FOR ALL FRAMING MEMBERS TRUSSES. FOR ATTICS WITH LIMITED STORAGE AND CONSTRUCTED ROOF ONLY 1.0 1.2 SLEEPING ROOMS 30 AT PANEL EDGES AND WITH TRUSSES, THIS LIVE LOAD NEED ONLY BE APPLIED TO HOSE I (B) INSIDE CORNER DETAIL PORTIONS OF THE BOTTOM CHORD OF NOT LESS TAHN TWO ROOF PLUS ONE STORY 1.0 1.1 12" O.C. ON ALL ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION STAIRS 40 P• ° e FRAMING MEMBERS NOT CONTAINING A RECTANGLE 42 INCHES (1067mm) HIGH OR GREATER AT PANEL EDGES BY 2 FEET (610 mm) WIDE OR GREATER, LOCATED WITHIN THE SHEET NO. Simpson Strong— Tie PLANE OF THE TRUSS. THE RECTANGLE SHALL FIT BETWEEN THE GUARDRAILS AND HANDRAILS 200 TOP OF THE BOTTOM CHORD AND BOTTOM OF ANY OTHER TRUSS HDU MEMBER, PROVIDED THAT EACH OF THE FOLLOWING CRITERIA IS MET: 2 CORNER BRACING DETAIL EXTERIOR CORNER FRAMING 1.ORTHE FRAMEDIC AREA OPEN OPE ACCESSIBLE BY A NING ACCORDANCE WITH ULL - DOWN sECTIO 07 1TAND AY 2. HE TRUSS SHALL HAVE A BOTTOM CHORD PITCH LESS THAN 2:12. 3 SCALE: N.T.S. h ATTIC SPACES SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MINIMUM LIVE LOAD SPECIFIED FOR SLEEPING ROOMS. (TABLE 3.2 B WFCM 2001 HIGH WIND EDITION) The design of this structure is based upon prescriptive approach using the ( TABLE 3. 1 WFCM HIGH WI N ID E D I TI 0 N ) SILL OR BOTTOM PLATE TO FOUNDATION ANCHOR BOLT Wood Frame Construction Manual (WFCM) 2001 SBC published by The American NAILING SCHEDULE NN C LOADS Forest and Paper Association. Non- Structural lements are based upon the New G E N. E R A L N 0 T E S: MAX. ANCHOR BOLT SPACING (INCHES) York State 'RESIDENTIAL CODE January 2010. ANCHOR BOLT CONNECTION FOUNDATION NOTES 1,2,3,4 1. All works shall be performed in accordance with all state, NUMBER OF NAILS RESISTING SUPPORTING For the Climatic and Geographical Design Criteria, see Table R301.2(1) on municipal, local zoning and building codes and ordinances JOINT DESCRIPTION NAIL SPACING 1/2" ANCHOR BOLTS 30 sheet no. 1 having jurisdiction and best standards of construction All non engineered lumber to be Douglas Fir#2 or better practice. LATERAL AND SHEAR LOADS 1 - 3 STORIES 5/8" ANCHOR BOLTS 45 Wind Limitations-Section R301.2.1 The American Institute of Architects Conditions shall apply RAFTER TO TOP PLATE TOE-NAILED 4-8d PER RAFTER 1. PRESCRIPTIVE LIMITS ARE BASED ON ASSUMPTIONS IN TABLE 3.2 Design Criteria-Section R301.2.1.1. (See Table R301.2.1.2. for Wind-Born Debris to all work performed on this r 2. WHEN ANCHOR BOLTS ARE USED TO RESIST UPLIFT, LATERAL, AND SHEAR LOADS, THE MAXIMUM ANDCHOR BOLT SPACING SHALL NOT EXCEED THIS: p project. 4-8d PER JOIST LESSER OF THE TABULATED. Protection Fastening Schedule For Wood Structural Panels) 2. The Contractor shall verify all conditions at the site. Any CEILING JOIST TO TOP PLATE TOE-NAILED 3. TABULATED ANCHOR BOLT SPACINGS FOR LATERAL AND SHEAR LOADS ASSUM WALLS ARE SHEATHED IN ACCORDANCE WITH SECTION 3.4.4.2. FOR Dead Load-Section R301.4 & R 301.2.2.2.1 discrepancies must be brought to the attention of the Architect CEILING JOIST TO PARALLEL RAFTER FACE-NAILED 9-16d EACH LAP OTHER WALL SHEATHING TYPES THE TABULATED ANCHOR BOLT SPACINGS SHALL BE MULTIPLIED BY THE APROPRIATE SHEATHNG TYPE ADJUSTMENT FACTOR Live Load-Section R301.5 prior to commencement of construction. The Contractor shall be IN TABLE 3.17D, BUT IN NO CASE SHALL ANCHOR BOLT SPACINGS EXCEED 6 FEET ON CENTER. Light and Ventilation-Section R303 responsible for corrections not re CEILING JOIST OVER PARTITIONS FACE-NAILED 9-16d EACH LAP 4. FOR THREE SECOND GUST VINO SPEEDS GREATER THAN 110 MPH, WITH A TABULATED VALUE FROM TABLE 3.5 GREATER THAN 262 PLF, LATERAL 9 p ported once he has started work CONNECTIONS SHALL BE DETERMINED USING THE LOADS FROM TABLE 3.5 Minimum Room Area-Section R304 except for hidden job conditions. Z FACE-NAILED 6-8d PER TIETABLE 3.10 WFCM 2001 HIGH WIND EDITION Ceiling Height-Section R305 3. Contractor shall guarantee to the Owner that all materials and p COLLAR TIE TO RAFTER ( � Sanitation=Section R306 equipment incorporated in the work will be new, and that all work _ BLOCKING TO RAFTER TOE-NAILED 2-8d EACH END ROOF SHEATHING ATTACHMENT REQUIREMENTS FOR WIND LOADS Toilet Bath and Shower Space-Section R307 will be of good quality, free from faults and defects for a period � SHEATHING LOCATION STUD SPACING STRUCTURAL SHEATHING MAXIMUM NAIL SPACING Garages and Carports-Section R309 4. The Architect shall not be responsible for the construction means, o TRIM BOARD TO RAFTER END-NAILED 2-16d EACH END Glazing-Section R308 of one year form the date of the final Certificate of Occupancy. OR PANEL SIDING FOR 8d COMMON NAILS Emergency Escape and Rescue Opening-Section R310 method, techniques, sequences or procedures, or for the safety WALL FRAMING (SEE NOTE 1 INCHES O.C. Exit-Section R311 precautions and programs in connection with the work, and he 2-16d SEE NOTE 1 PER FOOT Landing-Section R311.5.4 shall not be responsible for the contractors failure to carry out TOP PLATE TO TOP PLATE FACE-NAILED ( ) 4' PERIMETER 16 E Ramps-Section R311.6 the work in accordance with the construction documents. The 4-16d JOINTS - EACH SIDE EDGE ZONE F Stairway-Section R311.5 Architect shall not be responsible for the acts or omission by co TOP PLATE AT INTERSECTION FACE-NAILED E 6 Handrail-Section R311.5.6 the contractor No changes shall be made in the documents w 2-16d 24' O.C. INTERIOR ZONE 716 Guards-Section R312 and/or the buildingas designed without the expressed written o STUD TO STUD FACE-NAILED F Smoke Alarms-Section R313 consent of the Arhitect. g P HEADER TO HEADER FACE-NAILED 16d 16" O.C. ALONG EDGES E Foam plastic-Section R314 5. The contractor and all subcontractors shall maintain continuous GABLE ENDWALL RAKE AND RAKE TRUSS F Flame Spread and Smoke-Section R315 insurance coverage statutory policies Worker TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-16d PER 2X4 STUD 9 Y ( 1 E= NAIL SPACING AT PANEL EDGE (IN) Insulation-Section R316 Compensation, etc.) and general liability in an mount not cn 3-16d PER 2X6 STUD F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Dwelling Unit Separation-Section R317 z 4-16d PER 2X8 STUD 1. FOR ROOF SHEATHING WITHIN 4 FEET OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FEET ON EACH Moisture Vapor Retarders-Section R318 less than S 5 million and automobile liability and damage p r� SIDE OF THE ROOF PEAK, THE 4 FEET PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. coverage not less than S 2 million. The Architect shall be (n 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Protection Against Decay-Section R319 � FACE-NAILED 2-16d (SEE NOTE 1,2) PER FOOT named insured on any and all policies. w 00 MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Protection Against Termites-Section R320 TO 6 INCHES 0. C. Site Address-Section R321 6. Provide 0.025 of a meatal shield, other than aluminium, over fibrous D_ 00 FLOOR FRAMING 3. TABULATED 6" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Accessibility-Section R322 insulation at all perimeter sills. 4-8d PER JOIST MEMBERS WITH 0>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED Elevators and Platform lifts -Section R323 7. All wood in contact with concrete or masonry to be Wolmanized JOIST TO SILL TOP PLATE TO GIRDER TOE-NAILED TO 4 INCHES 0. C. or pressure creosoted. 4. TABULATED 4" O.C. NAIL SPACING ASSUMES SHEATHING ATTACHED TO RAFTER/TRUSS FRAMING Flood Resistant Construction-Section R324 8, A single station smoke detector alarm device shall be installed BRIDGING TO JOIST TOE-NAILED 2-8d EACH END MEMBERS WITH G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49 THE NAILING SPACINGS SHALL BE REDUCED n TO 3 INCHES o. C. Foundation-Chapter 4 in each bedroom, on all floors and shall be all interconnected per code. BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d EACH BLOCK Design based upon presumptive load bearing values of sandy gravel and or gravel 9 All bathroom without operable windows to be mechanically ventilated 316d TABLE 310 WFCM 2001 HIGH WIND EDITION at 3000 pounds as per New York State Code. LEDGER STRIP TO BEAM FACE-NAILED - EACH JOIST . per square foot. Contractor to consult Arcitect if different soil materials are 10. Heating to be designed to provide 70 degrees F. with outdoor THREE sEcONo Gusr found u on excavation, designed air-temperature of 0 degrees F. and 15 MPH wind. O JOIST ON LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST "No SPEED(MPH) 85 90 100 110 120 130 140 150 P 11. All electrical work to be in accordance to the rules and or test hole, for alternative footing and foundation wall design. 3-16d PER JOIST E FIE FIE FIE FIE FIE FIE FIE F regulation of N.Y.B.F.U. and a N.Y.B.F,U. certificate is BAND JOIST TOJOIST END-NAILED to be resented to the Owner at the completion of the b.SHEATHING RAFTER Foundation Notes: P P jo 0 BAND JOIST TO SILL OR TOP PLATE TOE-NAILED 3-16d PER JOIST LOCATION TRUSS MAXIMUM NAIL SPACING FOR 8d COMMON NAILS 5/8" Ancor Bolts (SSTB-28) See chart on this sheet for spacing 12. Plumbing Installation to comply with State and Local codes SPACING OR 10 D BOX NAILS (INCHES O.C.) and the sewage disposal system to meet Health Department standards. I�f SEE NOTE 1) INCHES OC) 8" poured concrete foundation wall 8-0 high 3000 # test (n ROOF SHEATHING ( 13. Do not scale drawings. Use figure dimensions only. UJ N 12 6-12 6 12 6 12 12 12 12 l663 Minimum depth-Section 403.1.4. 48 minimum coverage to top of footing 14. All work to conform to the rules and regulations of the New York 8d (SEE TABLE 3.10) INTERIOR 1s1 6 s t s t 6 16"x8" poured concrete wall footings, 3000# test Energy Conversation Construction Code. All gazed area to be double STRUCTURAL PANELS ZONE 19. 1 z 1 z 1 6 1 z 6 1 6 9Y g24 2-1 3/4 x11 7/8 Microlam Girder (or 3 1/2 x11 7/8 Power Beam) glazed and all exterior door to have insulated cores.DIAGONAL BOARD SHEATING PERIMETER 16 6 12 s 12 6 12 6 12's 2 s 1 6 4" poured concrete floor slab with 6x6x#10 mesh and vapor barrier 15. The insulation protection as indicated on these plans exceedsW 2-Sd PER SUPPORT EDGE 19 2 2 1 Damp proofing at exterior foundation below grade-Section R406 the Code's minimum standards. z 1"X6" OR 1"X8" zONE 24 t2 30 x30"x12 deep poured concrete column footings, 3000# test 16. These drawings and specification are instruments of service and3-8d PER SUPPORT GA3u ENOWALL RAKE oR RAKE TRUss W oo,caur eLoac s 6 s s 6 6 6 s 4 4 CONCRETE TO HAVE 5 TO 7% AIR-ENTRAINMENT shall remain the ro ert of the Architect whether theprojectO1"X10" OR WIDER GABLE ENDWALL.RAW OR RAKE TRUSS W/O RACE OVERHANQ 6 6 6 6 6 6 6 6 s 6 6' s' s' Deck and porch flootings as noted, 3000# test, 48" minimum buried depth which they made Ps executed or not. They may not be e for Q CEILING SHEATING BOARD SHEATHING on any other project except by written authorization of the Architect. < r 1 GYPSUM WALLBOARD 5d COOLERS 1„ EDGE / 10 FIELD grade SHEATHING SIZE RAFTER Foundation wall to extend a minimum 8" above finished 17. Architect has not been retained for site supervision, on-site V TRUSS MINIMUM NUMBER OF 8d COMMON NAILS inspection and certifications as required or requested b the Owner, SPACING OR 10 D BOX NAILS PER SUPPORT All footing to be carried down to undisturbed soil P q 4 Y Q WALL SHEATHING SEE NOTE 1) (INCHES OC) No footing shall be set higher than a 30 degree angle from any other footing contractor or local building department. , X 6 OR I X B SHEATHING 12 - 19.2 212121 21 21 21 21 2 1 21 21 2 1 21 21 21 21 2 Pour no concrete on frozen ground or in freezing water. J 8d SEE TABLE 3.10 , X,G OR LARGER SHEATHING 12 - t 9.2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 0 STRUCTURAL PANELS ( Provide 3 1/2' steel tally columns. Backfill shall not be placed against the wall until the wall has sufficient I••-- FIREBOARD PANELS E= NAIL SPACING AT PANEL EGDE (IN) strength and has been anchored to the floor above, or has been sufficiently UPLIFT - CONTINUOUS PATH CONNECTORS F- NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) 7/16" 6d 3" EDGE / 6" FIELD 1. FOR ROOF SHEATING WITH 4 FEET OF PERIMETER EDGE OF THE ROO, INCLUDING THE 4 FEET ON EACH braced to prevent damage by the backfill (Section R404.1.7.) 3" EDGE 6" FIELD SIDE OF ROOF PEAK, THE 4 FOOT PERIMETER ZONE ATTACHMENT REQUIREMENTS SHALL BE USED Floors - WFCM Prescriptive Method. USE SIMPSON STRONG-TIE CONNECTORS 8d 25 32" / 2. TABULATED 12' O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH Floor framing shall be nailed in accordance with Table 3.1 WFCM HIGH WIND EDITION. FOLLOW PRODUCT SELECTION GUIDE AND 5d COOLERS 1" EDGE 10 FIELD G>0.49. FOR FRAMING MEMBERS WITH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. Draftstopping - Section R502.12 INSTALLATION MANUAL FOR HIGH WIND RESISTANT GYPSUM WALLBOARD W / 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED Fireblocking - Section R502.13. CONSTRUCTION CATALOG C-HW02 0 FOR COMMON NAIL HARDBOARD 8d (SEE TABLE 3.11) 4. TABULATED NAIL SPACING SASSUME A BUILDING LOCATED IN EXPOSURE B z Q Floor Construction: ANCHOR BOLTS IN FOUNDATION USE: PARTICLEBOARD PANEL 8d (SEE TABLE 3.11) (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) 3/4" plywood subfloor, fasten per Table 3.1 WFCM. SSTS28 WITH BEARING PLATE, SEE FOUNDATION Simpson Strong-Tie W - Floor joists: see Foundation and Floor Plans, spacing as noted. NOTES FOR SPACING DIAGONAL BOARD SHEATING WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND Fasten per Table 3.1 WFCM. U210 2X6 „ 2-8d PER SUPPORT LOADS EXPOSURE C 2-2x6 ACID sill with termite shield and sill seal. SILL PLATE TO RIM JOIST USE: W 1"X6" OR 1 X8 AT EACH RAFTER SHEATHING LOCATION Finish floors per agreement. LTP4 16" O.C. AT EXTERIOR PERIMETER Q N 1"X10" OR WIDER 3-8d PER SUPPORT STUD SPACING BRACING WALL PERMITER MAXIMUM NAIL SPACING AND GARAGE/HOUSE COMMON WALL 4-10d x 1 1/2" u LL OR PANEL SIDING FOR 8d COMMON NAILS Wall construction - WFCM Prescriptive Method. USE (4)-8d NAILS AT EACH END FLOOR SHEATHING (SEE NOTE 1) Wallframing and finishing shall be nailed and or screwed In accordance with (INCHES (SEE NOTE 3) (1/2" ANCHOR BOLTS) WFCM, Table 3.1 table 3.3B,sections 3.2.2.1, 3.2.2.2, 3.2.2.3. 3.2.1.7 GARAGE STUD GARAGE SILL PLATE USE: STRUCTURAL PANELS 4" EDGE ZONE 16 E 6 1 x6 fascia, wrap SSP CONNECTOR AT 16" O.C. NOTE' 8d 6" EGGE / 12" FIELD F 12 SEE NOTE 2 Overhangs as noted. USE ',4)-8d NAILS AT EACH END ATTACH LEDGER TO FRAMING 1' OR LESS E 6 Vinyl vented soffits. INTERIOR ZONE Alluminum utters and leaders. Siding: see Elevations. GREATER THAN 1° 10d 6" ECGE / 6" FIELD is F t2 g g� RIM JOIST TO STUD CONNECTION USE: MEMBER WITH 2-1/2" X 5" LAG Tyvek housewrap. „ 1/2" plywood sheeting see fasteningschedule, Table 3.1, 3.9 WFCM. MTS 36, 16 O.C. „ DIAGONAL BOARD SHEATING (TABLE 3.11 WFCM 2001 HIGH WIND EDITION) USE (4)-8d NAILS AT EACH END BOLTS AT 116 ON CENTER 1"X6" OR 1"X8" 2-8d PER SUPPORT 2x4x Studs ® 16' o.c. with 2x4 shoe and double 2x4 plate WALL SHEATHING & CLADDING ATTACHMENT REQUIREMENTS FOR WIND 1/2 FLOOR TO FLOOR CONNECTION USE: Gypsum wall board FLOOR 36 16" O.C. 1"X10" OR WIDER 3-8d PER SUPPORT LOADS EXPOSURE C THREE SECOND GUST- 5/8"Type X GWB in garage. (2) layers " GWB at fire partition MSTAUSE (4)-8d NAILS AT EACH END 1NND SPEED(MPH) 85 g0 100 110 120 130 140 150 1/2" MR GWB in wet areas 1. NAIL REQUIREMENTSAREA BASED ON WALL SHEAVING NAILED 6" ON-CENTER AT THE PANEL EDGE IF WALL SHEATING IS STRUCTURAL SHEATHING At least one window in each sleeping room shall comply with the exit reqirements RAFTER TO STUD CONNECTION USE: Simpson Strong-Tie T_ NAILED 3" ON-CENTER AT THE PANEL EDGE E FIE FIE FIE FIE FIE FIE F E F of section R310. MTS 36, EACH ROOF RAFTER U210 2X6 f- N TO OBTAIN HIGHER SHEAR CAPACITIES. NAILING REQIUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED. OR SHEATHING STUD Note drilling and notching limitations in figure R602.6(1) for bearing walls and USE 8 16d NAILS AT EACH END AT EACH CEILING JOIST LOCA71ON SPACING MAXIMUM NAIL SPACING FOR 8d COMMON NAILS figure R 602.6(2) for non - bearing walls. RAFTER TO RIDGE TO RAFTER CONNECTION USE: Z ALTERNATE CONNECTORS SUCH AS SHEAR PLATES. (INCHES OC) OR 10 D BOX NAILS (INCHES O.C.) SHALL BE USED TO MAINTAIN THE LOAD PATH. (SEE NOTE 1) Follow exterior corner framing detail figure R602.10.5 H7 EACH ROOF RAFTER H Q 2. WHEN WALL SHEATING CONTINUOUS OVER CONNEiCTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITED INTERIOR 12 6 12 s 12 6 12 12 12 12 12 12 4-10d X 1 1/2 (� 16 6 12 611216 12 6 12 6 12 s 12 6 1216 12 Roof assemblies - WFCM Prescriptive Method (WFCM 3.2.1.1 Table 3.1/ 3.8) DECK POST TO CONCRETE CONNECTION USE: TO BE REDUCED TO 1-6d NAIL PER FOOT. ZONE 24 Asphalt strip shingles shall have minimum of six (6) fasteners per shingle (section PBS44A FOR EACH POST PERIMETER EDGE 12 6 12 6 12 6 12 6 6 6 6 M R905.6 ZONE 24 12 12 iz 112 s i2 s Underlayment application (Section R905.2.7.)nailing see table 3.8 DECK POST TO GIRDER CONNECTION USE: SIMPSON PC44 FOR EACH POST SIMPSON H-8 USE W/ONLY 5 BOARD SHEATHING OR LAP SIDING For roof slopes of two (2) units vertical in twelve (12) units horizontal (17- � ANCHOR BOLT (14 ) percent slope), E: 5- 8D TO STUD ONE SILL BP-3 PLATE SHEATHING SIZE RAFTER GIRDER TO DECK JOIST CONNECTION USE: Simpson Strong-Tie 4- 8D TO PLATE PLATE IN TRUSS MINIMUM NUMBER OF 8d COMMON NAILS up to four (4) units vertical twelve 12 units horizontal 33 -percent sloe - p ( ) ( P P ) MTS12 ® EACH JOIST 7" MINIMUM EMBEDMENT SPACING OR 10 D BOX NAILS PER SUPPORT underlayment `,. U210 2X6 (EVERY STUD) STUD TO SI (SEE NOTE t) (INCHES OC) shall be two 2 I rs applied in the following manner. Apply A 19-inch 483 stri PORCH POST TO DECK USE: (SEE ANCHOR SCHEDULE, O PP g PP Y ( ) P PW AT EACH DECK/PORCH JOIST ATTACH T , x 6 OR, x e BREATHING 12 - 24 2 2 2 2 z z z z 2 2 2 2 z z 2 2of PS720 ALIGN WITH JOIST BELOW ON DWGS A-3.1 AND A-3.2) , X 10 OR LARGER SHEATHING 12 - 24 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 underlayment felt layers with and starting at the eaves , fastened sufficiently to ( ) SIMPSON E= NAIL SPACING AT PANEL EGDE (IN) hold in place. PORCH POST TO GIRDER USE: PS720 r' 5 " F= NAIL SPACING AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD (IN) Starting at the eave , apply 36- inch wide (914 mm( sheets of underlayment, PORCH ROOF RAFTER TO GIRDER USE: HDU 1. FOR WALL SHEATING WITH 4 FEET OF THE CORNER, THE 4 FEET EDGE ZONE ATTACHMENT " " REQUIREMENTS SHALL BE USED. overlapping H2.5A AT EACH ROOF RAFTER CZ 't (14) SDS Y4 X 3 WOOD SCREWS [rw „ 2. TABULATED 12" O.C. NAIL SPACING ASSUMES SHEATING ATTACHED TO STUD FRAMING MEMBERS WITH successive sheets 19 inches (483mm), and fstened sufficiently to hold in place. 4�-10d x 1 1/2" 7 MIN EMBEDMENT G>0.49. FOR FRAMING MEMBERS NTH 0.42<G<0.49. THE NAIL SPACINGS SHALL BE REDUCED TO 6' O.C. For roof slopes of four (4) units vertical in (12) units. TYPICAL PORCH DECK LEDGER U N •" (SEE FOUNDATION PLANS A-3.1 AND 3. FOR EXTERIOR PANEL SIDING , GALVANIZED BOX NAILS SHALL BE PERMITED TO BE SUBSTITUTED 'D ,• ' �� ) FOR COMMON NAIL Ice Protfction Section R905.2.7.1 CONNECTIONS � A-3.2 FOR LOCATION 4. TABULATED NAIL SPACINGSASSUMEA BUILDING LOCATED IN EXPOSURE B ( ) 414A> ' (MINIMUM DOUBLE STUD) ,,, Underlayment in High wind (Section R905.2.7.2) O �` C, .° .,A °•>:•a , I, ` SIMSON STRO�'dv - TIE Flashing Chimney and(Section firespa�es2-8)Chapter 10 STU Y2 BEARING PLATE �{J A' I 1 1/4 COIL STRAP 16 O.C. J Q• a'° °• v ,° ;h e Energy Efficiency - Chapter 11, see attached report • e e. 4 e •• 4 Y 1 a �� General Mechanical tSystem - Chapter 13 D .° , ,° • a, �� A. USE 4-8D NAILS 0 EACH STUD, _ DOUBLE 2X MIN. °, ° • � � � DFOR HEADER OR e " e • o •D a •D •D o •d ,e • e • " Heaitng and cooling equipment - Chapter 14 BEAM a 4 ° a„ a Exhaust Sustem - Chapter 15 ■ 4'e. 'e.. ° Duct System - Chapter 16 ■� z °•° e DOUBLE TOP PLATE MTS30 ROOF RAFTERS Combustion Air - Chapter 17 Simpson Strong-Tie _ e e P R °• • o• °•;•„ e Chimneys and Vents - Chapter 18 AC4 Rs 4 4 >. ° SSP Plumbing - Part V11 a 71,� ,x� ° • AT EACH POST �' LSEE PLAN e 1 3/4" IMUM � e . •Ra,% a (n 44 a �+/ LLI EDGE DISTANCE D ^\ � FLOOR TO FLOOR °• ° o HEADIER LSTA21 �LJ D Simpson Strong-Tie U -, KING STUDS CS20 1�9" COILED Y2' THREADED ROD CONNECTION STRAP. MIN 12" REQUIRED FOR STU 1/2 10 JACK STUDS OVERLAP AT EACH L °O SIMPSON STRONG - TIE STUD o m 1 1/4" COIL STRAP 10 2"MINIMUM CNW NUT COUPLER o 16" O.C. USE 4-8D SIDECOVER ° NAILS AT EACH STUD ° I MIN EDGE MIN OVERLAP IS 12 JACK O SILL o ®® : :: DISTANCE* RT2.5 SIMPSON STRONG-TIE .• . . .• '�: o '� a SHEET N0. H8 OR 1 1/4" COIL STHD8 MIN EDGE • STOCK .:� • �:>r •.4:'' FLOOR TO FLOOR Simpson Strong-Tie DISTANCE* WRAP UNDER SILL PLATE AT EACH ROOF TYPICAL STRAPPING FOR AB *NOTE: SEE MANUFACTURERS MIN. OVERLAP IS 12" RAFTER USE 8-16D FRAMED OPENING EXTERIOR WALL CONNECTIONS. AT EACH POST FOOTING MINIMUM DISTANCE CHART FOR I INSTALLATION SILL PLATE TO RIM JOIST AND STUD TO ROOF RAFTER NAILS AT EACH END, CANTILEVER CONDITION RIM JOIST TO STUD CONNECTION CONNECTION 12 MIN OVERLAP PER WALL TO FOUNDATION CONNECTION PORCH COLUMN CONNECTIONS COMPONENT F 5.t.4 "fin •yr•'•➢h"t. t�. �f� N �� lip ail .. iF T r, 1� c , i 4 t 4 * pro} �' -�'2'x- '3' f it ;"',t. `� ��tv_. 3�Y 4' "'�k� '�{• ��_ { ^X r II r�. I ,