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HomeMy WebLinkAbout39375-ZTown of Southold P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY 4/7/2015 No: 37496 Date: 4/7/2015 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 725 S Harbor Rd, Southold SCTM #: 473889 Sec/Block/Lot: 75.4-3 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/10/2014 pursuant to which Building Permit No. 39375 dated 11/20/2014 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ALTERATIONS AND DECK ADDITION TO AN EXISTING ONE FAMILY DWELLING The certificate is issued to Cincotta, Carmine of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. PLUMBERS CERTIFICATION DATED 39375 04-01-2015 AAAeoignat&e TOWN OF SOUTHOLD yryfi } BUILDING DEPARTMENT TOWN CLERK'S OFFICE f` 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 #: 39375 Date: 11/20/2014 Permission is hereby granted to: Smith, Adam & Mohr, Nicole 725 S Harbor Rd Southold. NY 11971 To: construct alterations & deck addition to an existing dwelling as applied for At premises located at: 725 S Harbor Rd. Southold SCTM # 473889 Sec/Block/Lot # 75.4-3 Pursuant to application dated 11/10/2014 and approved by the Building Inspector. To expire on Fees: 5/21/2016. CO - ADDITION TO DWELLING SINGLE FAMILY DWELLING - ADDITION OR ALTERATION Total: Building Inspector $50.00 $455.20 $505.20 Form No. 6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage -disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1 % lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non -conforming uses, or buildings and "pre-existing" land uses: 1. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy - New dwelling $50.00, Additions to dwelling $50.00, Alterations to dwelling $50.00, Swimming pool $50.00, Accessory building $50.00, Additions to accessory building $50.00, Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy - $.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. IVC l/L--A4& 7Z G , ?(¢ New Construction: Old or Pre-existing Building: (check one) Location of Property: %2 , 6CU7—mGz-LD House No. Street CHamlet Owner or Owners of Property: A_-� ?L__ Suffolk County Tax Map No 1000, Section `7 Subdivision Permit No. Health Dept. Approval: Planning Board Approval: Date of Permit. Block 0 ¢ Lot d Filed Map. Lot: Applicant: Underwriters Approval: Request for: Temporary Certificate Final Certificate: Fee Submitted: $ Sj7 o! check one) Applicant Signature Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, NY 11971-0959 SO(/jyl 0 �'1001VNV,;t BUILDING DEPARTMENT TOWN OF SOUTHOLD Telephone (631) 765-1802 Fax(631)765-9502 roger.richert(a�-town.southold.ny.us CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Carmen Cincotta Address: 725 South Harbor Rd. City: Southold St: New York Zip: 11971 Building Permit #: 39375 Section: 75 Block: 4 Lot: 3 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MJM Electric License No: 42868 -ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 3 Wall Fixtures 2 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 3 CO Detectors Sub Panel A/C Blower Range Recpt Elec Fluorescent Fixture Pumps Transformer AppliancesDW Dryer Recpt Emergency Fixture Time Clocks Disconnect Switches 8 Twist Lock 11 Exit Fixtures TVSS Other Equipment: 1- Exhaust Fan Notes: Inspector Signature: Date: April 1, 2015 Electrical 81 Compliance Form.xls SOUI,�,o� 7 TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING/ STRAPPING [ [ ] FIREPLACE A CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLA7/plm N [ REMARKS: r • ] ROUGH PLUMBING INSULATION ] FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE � INSPECTOR 0 3 7s� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTIO FOUNDATION IST FOUNDATION 2ND FRAMING/ STRAPPING FIREPLACE & CHIMNEY FIRE RESISTANT CONSTRIXTION ELECTRICAL (ROUGH) CODE VIOLATION M�RMAMIW&ft. IR H PLUMBING [V INSULATION FINAL FIRE SAFETY INSPECTION FIRE RESISTANT PENETRATION ELECTRICAL (FINAL) ]CAULKING DATE.,/�- INSPECTOR,Z� 171��l pF SOUry� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLUMBING [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ELECTRICAL )ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ".I -,a -- &-- Z&,:� DATE C � �`d � INSPECTOR KJ' 3�3 7 504r1f SOUly tion TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ [ ] FOUNDATION 2ND [ [ ] FRAMING / STRAPPING [ [ ] FIREPLACE A CHIMNEY [ [ ] FIRE RESISTANT CONSTRUCTION [ [ ] ELECTRICAL (ROUGH) [ [ ] CODE VIOLATION [ 0=MAnVc. ] ROUGFI UMBING ] 1 CATION FINAL ] FIRE SAFETY INSPECTION ] FIRE RESISTANT PENETRATION ] ELECTRICAL (FINAL) ] CAULKING DATE '3 �? INSPECTOR TOWN OF SOUTHOLD WILDING DEPARTMENT TOWN HALL BUILDING PERMIT APPLICATION CHECKLIST SOUTHOLD, NY 11971 TEL: (631) 765-1802 FAX: (631) 765-9502 _ www. northfork.net/Southold/ PERMIT NO. Examined , 20) Approved/20 Disapproved a/c Expiration cJ , 2010 Buildin Ins ector Do you have or need the following, before applying? Board of Health 4 sets of Building Plans_ Planning Board approval Survey Check Septic Form N.Y.S.D.E.C. Trustees Contact: Mail to: Phone: 4p. /-¢�%%" APKATION FOR BUILDING PERMIT Date 20_14— INSTRUCTIONS a. his application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e. No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County, New York, and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises A-1 A2(25 GW iU CU 7-1-A (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Plumbers License No. _ Electricians License No._ Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street ' Hamlet County Tax Map No. 1000 Section Block D4- Lot 03 Subdivision Filed Map No. Lot (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy Nature of work (check which applicable): New Building Addition_ Repair Removal Demolition Other Work_ (Description) 4. Estimated Cost �o L57670 Fee -� 5257 -f--4 SF k 0- 40 1 /,� (To be paid on filing this application) Alteration 5. If dwelling, number of dwelling units If garage, number of cars Number of dwelling units on each floor. 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front t4 Rear � '� Depth Height A, l� Number of Stories Z Dimensions of same structure with alterations or additions: Front Rear w� Depth -�.'9 / Height -- 120e'Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front /c�O� Rear /67 D Depth 200 10. Date of Purchase 1&2ZY4- Name of Former Owner 11. Zone or use district in which premises are situated /2— -4—ry 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re -graded? YES NO V Will excess fill be removed from premises? YES V/ NO /.?3 /'q /_ 617- 14. Names of Owner of premises -C. Cl�i GOBI Address Phone No. 9/77- ",C 1jezg,7 Name of Architect �;74111I2 Address Phone No 40/ !f 77-f Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V 11 * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAYBE QUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF v` 7Kgxj being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)He is the (Contractor, Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this /6716 day of 20/4 v v� 64 Notary Public CONNIE D. BUN Notary Public, State of No. 01 BU6185050 Qualified in Suffolk Couty Commission Expires AprH 14',2 0/ Russell Scott A. SUPERVISOR 2 SOUTHOLD TOWN HALL - P. O. Box 1179 n Q 53095 Main Road - SOUTHOLD, NEW YORK 11971 k1k S'7C'01kMWATIE]k MAN AtG IEMIENT Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING IfHPfR All THAT APPI.YI ❑ff'A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. 09< Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑�. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑. Site preparation within the one -hundred -year floodplain as depicted ❑[on FIRM Map of any watercourse. 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 wltF—your Building Permit Application. APPLICANT: (Pr pert ne . I,g/n Professional. Agent. Contractor. Other) NAME: Contact Information V �/ ✓� ' -4-7 a �� 11WPb r Yumber Property Address / Location of Construction Work: u /Uoy l S.C.T.M. #: 1000 Date: District 0— 3 Section Block Lot **** FOR BUILDING DEPARTMENT USE ONLY **** Reviewed By: AAJ Date: Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) Town Hall Annex 54375 Main Road P.O. Box 1179 Southold, M` 11971-0959 Telephone (631) 765-1802 roger.richertCadd`owi.souio�tl. ny. us BUILDING DEPARTMYN T TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: ���c �� Date: i g Company Name:j,(Z Name: License No.: Address: ?0 Phone No.:. JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: *Cross Street: *Phone No.: Permit No.: Tax -Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK (Please Print Clearly) C-ek\ a 1 r\ UkljkQ G,V)1 Y-kTZ-V-en Q� ."-f "kr G�1n_ � (Z e cry i c S L' q� j. (Please Circle All That Apply) Is job ready for inspection: *Do. you need a Temp Certificate: QES)NO. (R�o�hl YES Final Temp Information (if needed) *Service Size: 1 Phase 3Phase 100 150 200 300 350 400 Other *New Service: Re -connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMENT DUE WITH APPLICATION .82z -Request for Inspection Form I WARAN TEES INO%CA TED HERE ON SHALL RUN WKY TO THE PERSON FOR MHOM THE SURVEY S PREPARED. AND ON HIS BEHALF TO THE 77LE COMPANY, GOWRAM40VTAL AGENCY, ENMG INS777UROR, TF LISTED HEREON, AND O THE ASSICNEES OF THE LENDING WS777U17Ori. WARANTE£S ARE NOT TRANSFERABLE TO ID0177ONAL INSRIU7WNS OR SUBSEQUENT OMNERS. INAUTHOR77ED AL 7ERA 770V OR ADDIRON TO THIS ;URV£Y IS A VIOLARON OF SECTION 7209 OF' NE NEW YORK STATE EDUCARON LAW. :OWI£S OF 7795 SURVEY MAP NOT BEARING '£ LAND SURVEYORS EMBOSSED SEAL SHALL TOT BE CONSIDERED 70 BE A VAUD TRUE :OPY. TM# 1000-075-04-003 GUARANTEED TO: ADAM G. SMITH NICOLE MOHR COMMONWEALTH LAND TITLE INS. CO. CITIMORTGAGE, INC. onAD NYS 25 W, O SURVEY OF DESCRIBED PROPERTY SITUATE SOUTHOLD, TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SURVEYED FOR: ADAM G. SMITH NICOLE MOHR O O 0 O SURVEYED: 30 OCTOBER 2003 SCALE 1"= 30 AREA = 19,993.32 S.F. OR 0.459 ACRES SURVEYED BY STANLEY J. ISAKSEN, JR. P.O. BOX 294 NEW SUFFOLK N -Y. 1 T9P6 631 34-5835 CENSE ND SUR OR NYS Lic. No 4927 03R1272 CGenerated by REScheck-Web Software �J( Compliance Certificate Project THE CINCOTTA RESIDENCE Energy Code: 2010 New York Energy Conservation 0.0 0.035 Location: Suffolk County, New York 238 30.0 Construction Type: Single-family 8 Project Type: Alteration 0.0 0.082 Climate Zone: 4 (5750 HDD) 50 Permit Date: 15 Permit Number: 0.290 Construction Site: Owner/Agent: Designer/Contractor: 725 SOUTH HARBOR ROAD CARMINE AND MARIE CINCOTTA FRANK UELLENDAHL SOUTHOLD, New York 11971 OWNERS ARCHITECT 193 19TH STREET POB 316 BROOKLYN, New York 11232 GREENPORT, New York 11944 Compliance: Compliance: 2.3% Better Than Code Maximum UA: 128 Your UA: 125 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 Ceiling: Flat or Scissor Truss Ceiling: Cathedral Wail: Wood Frame, 16in. D.C. Window: Wood Frame, Double Pane Door: Glass Floor: All -Wood joist/Truss Over Uncond. Space Exemption: Framing cavity filled with insulation Compliance Statement. The proposed building design I calculations submitted with the pe ' The Conservation Construction Cod ch the REScheck Inspection Che E`z :► i►=�,_ 110, ��'4. Project Title: THE CINCOTTA RESIDENCE 605 30.0 0.0 0.035 21 238 30.0 0.0 0.034 8 870 13.0 0.0 0.082 62 50 0.300 15 66 0.290 19 stent with the building plans, specifications, and other been designed to meet the 2010 New York Energy to comply with the mandatory requirements listed in Date Report date: 11/09/14 CREScheck Software Version 5.5.0 �(J 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 # Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 103.2 Construction drawings and ❑Complies [PR111 documentation sufficiently ❑Does Not 40) demonstrates energy code []Not Observable compliance for the building []Not Applicable envelope. 103.2, Construction drawings and ❑Complies 403.7 documentation sufficiently ❑Does Not [PR311 demonstrates energy code []Not Observable compliance for lighting and ❑Not Applicable mechanical systems. Systems serving multiple dwelling units must demonstrate compliance with the commercial code. 403.6 Heating and cooling equipment is Heating: Heating: ❑Complies [PR2j2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not 1 on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: THE CINCOTTA RESIDENCE Report date: 11/09/14 2010 New York Energy Foundation InspectionComplies? � 7 Comments/Assumptions 7 303.2.1 Exposed foundation insulation ❑Complies [FO1112 protection. []Does Not 14, ❑Not Observable ❑Not Applicable 403.8 Snow melt controls. ❑Complies [FO12]2 []Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: THE CINCOTTA RESIDENCE Report date: 11/09/14 Section # [Framing / Rough -In Inspection Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting ❑Does Not e AAMA/WDMA/CSA 101/I.S.2/A440 []Not Observable or has infiltration rates per NFRC []Not Applicable 400 that do not exceed code limits. 402.4.5 IC -rated recessed lighting fixtures ❑Complies [FR16]2 sealed at housing/interior finish []Does Not ,4 and labeled to indicate &It;= 2.0 ❑Not Observable cfm leakage at 75 Pa. ❑Not Applicable 403.2.2 All joints and seams of air ducts, ❑Complies [FR13]1 air handlers, filter boxes, and ❑Does Not building cavities used as return []Not Observable ducts are sealed. ❑Not Applicable 403.2.3 Building cavities are not used as ❑Complies [FR15]3 ducts or plenums. ❑Does Not ti []Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids R- R- ❑Complies [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to R-3. ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water R- R- ❑Complies [FR1B]2 pipes are insulated to R-2. ❑Does Not J ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are ❑Complies [FR19]2 installed on all outdoor air []Does Not intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 12 1 Medium Impact (Tier 2) 13 1 Low Impact (Tier 3) Project Title: THE CINCOTTA RESIDENCE Report date: 11/09/14 2010New York Insulation Inspection Complies? Comments/Assumptions Energy 303.1 All installed insulation labeled or ❑Complies VN1312 installed R -values provided. ❑Does Not 1 []Not Observable ONot Applicable Additional Comments/Assumptions: 111 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: THE CINCOTTA RESIDENCE Report date: 11/09/14 Section # Final Inspection Provisions Plans Verified Value Field Verified Value Complies? Comments/Assumptions & Req.ID 402.4.2, Building envelope tightness ACH 50 = ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result ❑Does Not [FI17]1 of &lt;7 ACH at 50 Pa. This []Not Observable 441. requirement may instead be met ❑Not Applicable via visual inspection, in which case verification may need to occur during Insulation Inspection. 403.2.2 Duct tightness via post- cfm cfm ❑Complies [FI411 construction with maximum []Does Not leakage of 8 cfm to outdoors, or ❑Not Observable 12 cfm across systems. For []Not Applicable rough -in tests, verification may need to occur during Framing Inspection, with maximum leakage of 6 cfm across systems and 4 cfm without air handler. 403.1.1 Programmable thermostats ❑Complies [F1912 installed on forced air furnaces. ❑Does Not .14 ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ❑Complies [FI10]2 on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ❑Complies [Fl11]2 systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F17]2 ❑Does Not 114 []Not Observable ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies [FI18]3 mechanical and water heating []Does Not equipment have been provided. []Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 3 1 Low Impact (Tier 3) Project Title: THE CINCOTTA RESIDENCE Report date: 11/09/14 2010 New York Energy Conservation Construction Code Energy Efficiency Certificate Insulation Rating R-ValUe Above -Grade Wall 13.00 Below -Grade Wall 0.00 Floor 0.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating • Window 0.30 Door 0.29 Heating System: Cooling System: Water Heater: Name: Date: Comments .v GENERAL NOTES 1. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN ACCORDANCE WITH THE NEW YORK STATE UNIFORM BUILDING CODE, AND THE NEW YORK STATE ENERGY CONSERVATION CODE, AND LOCAL AUTHORITIES. 2. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR - LARCH STRUCTURAL GRADE #2 OR BETTER. 3. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER AND OWNER. 4. THIS DRAWING IS AN INSTRUMENT PREPARED TO FACILITATE CONSTRUCTION AND SHALL NOT BE CONSTRUED AS A CONTRACT BETWEEN BUILDER AND OWNER. DESIGN CRITERIA: SUMMARY GROUND SNOW LOAD - 45 PSF. LIVING AREAS AND DECKS - 40 PSF. SLEEPING AREA - 30 PSF. WIND SPEED - 120 MPH SEISMIC DESIGN CATEGORY - B WEATHERING - SEVERE V FROST LINE DEPTH - 36" = ca. 3,120 SF = TERMITE - MODERATE TO HEAVY MAX. BLDG. COVERAGE DECAY - SLIGHT 20.00% ICE SHIELD UNDERLAYMENT REQUIRED - YES DESIGN IN ACCORDANCE WITH AMERICAN FOREST PRODUCTS WOOD FRAME CONSTRUCTION MANUAL FOR 1&2- FAMILY HOUSE - PRESCRIPTIVE DESIGN METHOD AREA SUMMARY S C, LOT AREA = ca. 19,993 SF = 100.00% EXIST'G BLDG. COVERAGE = ca. 1,120 SF = 9.20% ADDED DECK COVERAGE = ca. 400 SF o W U ADDED POOL COVERAGE = ca. 1,000 SF V TOTAL BLDG. COVERAGE = ca. 3,120 SF = 15.60% MAX. BLDG. COVERAGE = ca. 3,998 SF = 20.00% SURVEY BY STANLEY J. ISAKSEN — DATED 10/30/2003 Imm PROPOSED DECK ® EXISTING STRUCTURE DECK ADDITION SCTMOWN OF0SOUTHOLD 03 MISCELLANEOUS INTERIOR ALTERATIONS SUFFOLK COUNTY, NEW YORK BUILDING PERMIT APPLICATION m Q, ALTERATIONS S C, AND DECK 0 V D W [r W ADDITION O Z � D � W \ Co O w o W U Z d V SCALE: 1/16" = i'-0" x Design Criteria 2 RESIDENCE W SOUTHOLD, NY N 725 SOUTH HARBOR RD W DWG, NAME ZJ O D m ARCHITECT 0 FRANK UELLENDAHL P.O.BOX 316 W GREENPORT, NY 11944 a TEL: 631-477 8624 o OWNERS z w CARMINE CINCOTTA & MARIE CINCOTTA 3 193 19TH STREET Y m BROOKLYN, NY 11232 W 0 TEL: 917-848-1467 d � V ELI Q S C, W d C.7 Z 0 V D W [r W of m � O N O Z � D � W \ Co O Z d DATE: 11/08/2014 SCALE: 1/16" = i'-0" x Design Criteria o SITE PLAN N Z DWG, NAME o W A-1 ©¢ DWG. NO I 1'-9" 4 1/2" 7'-7 1 /4" 4 112" 4 J112" 11'-6 1/4" 23'-1 3/4" EXISTING FLOOR PLAN SCALE: 3/16" = 1'-0" Q ALTERATIONS AND DECK ADDITION w z U x D w U W — J W N W x F5 RESIDENCE W SOUTHOLD, NY 725 SOUTH HARBOR RD W Z 0 0 ARCHITECT 0 FRANK UELLENDAHL P.O.BOX 316 W GREENPORT, NY 11944 a TEL: 631-477 8624 Z OWNERS w CARMINE CINCOTTA & MARIE CINCOTTA 3 193 19TH STREET BROOKLYN, NY 11232 TEL: 917-848-1467 W 0 x c.D w C7 0 U 0 of m W D Z = N \ cD O D W C U o DATE: 11/08/2014 a W N = Z SCALE: 3/16" = 1'-0" AS -BUILT O Y o z FLOOR PLAN �Q o� DWG. NAME A-2 ao © a DWG. NO FOUNDATION NOTES STRENGTH = 3000 PSI AT 28 DAY ASTM C-94 READY MIX CONCRETE. ALL FOOTINGS, FOUNDATIONS, ETC SHALL REST ON UNDISTURBED SOIL. ALL FOOTINGS AND FOUNDATIONS SHALL BE FORMED, 5/4"X4" MAHAGONY DECKING 04 MAHAGONY POSTS 2X6 MAHAGONY TOP RAIL 2X2 MAHAGONY SPINDLES ® 5" O.C. ANDERSEN SLIDING DOOR NO GRILLES, ANVERS HARDWARE, SATIN FINISH EXT'G TUB TO BE REPLACED WITH TILED SHOWER EXISTING WINDOW WELL BEDROOM 2 CLG. HGT: 8'-0" 3.5" WHITE OAK FLOOR II II EX G CLOSETS TO BE REMOVED BEDROOM 1 CLG. HGT: 8'-0" 3.5" WHITE OAK FLOOR D 1 (FOLD -DOWN LADDERI TO ATTIC LEGEND SURFACE MOUNTED CEILING FIXTURE - EXISTING WALL HIGH HAT FIXTURE ONMEREM PROPOSED WALL LED STRIP LIGHTS C -- -- -- = WALL REMOVED EXTERIOR LIGHT U co WOOD DECK m ED o 75 x 3 NLGD100611 4 HEADER: (2) 1.75"X9 55 LVL Q -O J L 9'-q" R.O. DW DINING RM, TRAY CEILING 3.5" WHITE OAK FLOOR 14 0 co CD U 0 x N 6'-81/4" 44' E., P LIVING ROOM Q TRAY CEILING C-0 3.5" WHITE OAK FLOOR N EXT'G WALL PANELS TO BE REMOVED 19'-9 1/4" 4 F - (22X8 PERIMETER BEAM AL AROUND DECK HURRICANE CLIPS EACH DECK JOIST SOLID BLOCKING @ 2'-0" O.C. BETWEEN (2) 2X10 TRT'D BEAM 8" DIA CONC. FTG. ANCHORED TO TRT'D 04 POST COLUMN BASE: CBSQ44-SDS2 DECK JOISTS ON HANGERS TO 2X8 TRT'D LEDGER BEAM BOLTED INTO BOX J GARAGE — — — — -1 PROPOSED FLOOR PLAN SCALE: 3/16" = 1'-0" Q ALTERATIONS AND DECK. c3GAS RANGE REPLACE SINK U vented MW AND COUNTER TOP uN o \ o o ® d KITCHEN M N EXT'G CABINETS TO BE REF. a t I PAINTED W� �Z x II W I EXT'G WALLS I FLOOR PLAN _ TO EE REMOVED — — — _ _ _ —� DECK PLAN ------- HIGH HAT fCLG. A-3 HGT: 10'-6" P LIVING ROOM Q TRAY CEILING C-0 3.5" WHITE OAK FLOOR N EXT'G WALL PANELS TO BE REMOVED 19'-9 1/4" 4 F - (22X8 PERIMETER BEAM AL AROUND DECK HURRICANE CLIPS EACH DECK JOIST SOLID BLOCKING @ 2'-0" O.C. BETWEEN (2) 2X10 TRT'D BEAM 8" DIA CONC. FTG. ANCHORED TO TRT'D 04 POST COLUMN BASE: CBSQ44-SDS2 DECK JOISTS ON HANGERS TO 2X8 TRT'D LEDGER BEAM BOLTED INTO BOX J GARAGE — — — — -1 PROPOSED FLOOR PLAN SCALE: 3/16" = 1'-0" Q ALTERATIONS AND DECK. w z a ADDITION O w \ o o RESIDENCE SOUTHOLD, NY :11725 SOUTH HARBOR RD I ARCHITECT FRANK UELLENDAHL P.O.BOX 316 GREENPORT, NY 11944 TEL: 631-477 8624 OWNERS CARMINE CINCOTTA & MARIE CINCOTTA 193 19TH STREET BROOKLYN, NY 11232 TEL: 917-848-1467 1[L( w y w z a a o V a 15 m v w \ o o a DATE: 11 '08/2014 W� �Z SCALE: 3/16" = 1'-0" PROPOSED 0 x o FLOOR PLAN o DECK PLAN Z c! DWG. NAME A-3 0 o ®Q DWG. NO 112" T&G PLYWOOD SHEATHING, NAILED AND GLUED LIVING ROOM BASEMENT LEGEND EXT'G FOUNDATION PROPOSED FOOTINGS C C C C C CEILING REMOVED ATTIC 1 2" GYPSUM BOARD--/ - - - - - - - - - - - --- 4 DINING ROOM m Q ALTERATIONS . Q AND DECK o ADDITION W o U X O Z EXISTING ASPHALT ROOFING TO REMAIN EXISTING SIDING AND WINDOWS TO REMAIN N EXISTING 2X6 RAFTERS @ 16" O.C. N W m. RESIDENCE w = SOUTHOLD, NY GABLE WALLS @ EACH END OF TRAY CEILING N 125 SOUTH w4ReoR IM TO BE INSULATED WITH R-21 BATTS z 2X10 COLLAR TIES @ 16" O.C. 0 z w a� WITH R-30 BATT INSULATION o O.C. � o m ARCHITECT EXISTING CEILING JOISTS IN LR/DR/KITCHEN AREA o FRANK UELLENDAHL P.O.BOX 316 TO BE REMOVED w GREENPORT, NY 11944 J ¢ =z TEL: 631-477 8624 EXISTING 2X6 R.R. TO BE FIBRED OUT w/ 2X4s BOLTED INTO BOX TO RECEIVE R-30 BATT INSULATION ON BAFFLESOWNERS Z (2) 1.75"X9.5" LUL HEADER ABOVE SLIDER RMINE CINCOTTA &AMARIE CINCOTTA o 3 Y 193 19TH STREET BROOKLYN, NY 11232 4X4 MAHAGONY POSTS 0 TEL: 917-848-1467 2X6 MAHAGONY TOP RAIL N i a E D 2X2 MAHAGONY SPINDLES @ 5" O.C. CEDAR - E LATTICE APRON -0„ r SCALE: 1/4" = 1'-0" ©¢ DWG. NO . Q Qa W o � Z o m o 0 w a� 2X8 TRT'D DECK JOISTS @ 16" O.C. � o Z w DATE: 11/08/2014 2X8 TRT'D LEDGER BEAM J ¢ =z SCALE: 1/4" = 1'-0° BOLTED INTO BOX CD Y o CROSS SECTION O_ N i a DWG. NAME A-4 CROSS SECTION A -A og SCALE: 1/4" = 1'-0" ©¢ DWG. NO m Q ALTERATIONS FRAMING NOTES NAILING SCHEDULE TABLE 3.1- WFCM AND DECK o ADDITION 1. ALL FRAMING LUMBER SHALL BE GRADE STAMPED Joint Description Nail Sizes Nail Spacing J ROOF FRAMING DOUGLAS FIR -LARCH STRUCTURAL GRADE No. 2 OR BETTER. 2. ALL SHEATHING TO BE APA RATED, EXPOSURE 1, 5/8" X w o Z Rafter to Top Plate Toe- ailed) - all Height: 10 ft, Spacing 16" O.C. (Table 3.3A) Ceiling Joist to Top late Toe -nailed) 4 - 8d n/ per rafter per joist Ceiling Joist to Parallel Ra ter lap MIN. THICKNESS OR AS NOTED. (Fag—nailed Ceiling Joist Laps ov r Partitions Face -nailed) n , n/a each each lap 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, EXPOSURE 1, 3/4" MIN. THICKNESS. ALL EDGES OF PLYWOOD TO BE SET ON SOLID BLOCKING. GLUE AND Collar Tie to RafterAlace-nal ed) Blocking to Rafter (o -nailed Rim Board to Rafter End -nal ed) n/a 2 - 8d 2 - 16d per tie each end each end a V K ~ NAIL PLYWOOD SUBFLOOR TO FLOOR JOISTS. WALL FRAMING RESIDENCE 4. ALL HEADERS 6'-0" AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS, 9'-0" AND OVER WITH Top Plate to Top Plate (Fac -nailed), Top Plates Face-noiled) 2 - 16d 1 per foot at ntersections 4 - 16d joints-,gach side TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. Stud to Stud Face -nailed) Header to Header (Face -nailed) 2 - 16d 16d 24 o.c. 16 o.c. along edges SOUTHOLD NY 725 SOUTH HARBOR RD 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS Top or Bottom Plate to Stud (End -nailed) 2 - 16d per 2x4 stud AND FLOOR BEAMS AS PER N.Y.S. CODE OR AS NOTED 2 - 16d 2 - 16d per 2x6 stud per 2x8 stud J o 8'-0" O.C. MIN. PROVIDE 2" SPACE FOR AIR CIRCULATION IN ROOFS. Bottom Plate to Floor Joist, Bondjoist,Endjoist or Blocking (Face -nailed) 2 - 16d 1'2 per foot m ARCHITECT 6. DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, FRANK UELLENDAHL FLOOR FRAMING stairs etc. ) OR AS NOTED ON DRAWINGS. P.O.BOX 316 Joist to Sill Top Plate or order (Toe -nailed) 4 - 8d per joist � NY 11944 GRTEL: 7. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL Badging to ,foist d �Tloe—nai,lle 2 - 8d each end 631 TEL: 631-477 8624 PARTITIONS OR AS NOTED ON DRAWINGS. Blocking to Joist oenoe Blocking to Sill or Top Plate ( Toe -nailed) 2 - 8d 3 - 16d each end each block OWNERS 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED Ledger Strip to Beam (face -nailed) Joist on Ledger to earn (Toe -nailed) 3 - 16d 3 - 8d each joist per joist Z J CARMINE CINCOTTA WITH RATED GALVANIZED METAL CONNECTORS BY „ "TECO OR APPROVED EQUAL. Band Joist to Joist End -nailed) Band Joist to Sill or Top Plate (Toe -nailed) 3 - 16d 2 - 16d 1 per 1oist loot 3 & MARIE CINCOTTA per 193 19TH STREET 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.S. BROOKLYN, NY 11232 8-1467 ROOF SHEATHING BUILDING CODE AS A MINIMUM. ALL 2X6 STUDS SHALL RECEIVE 5-10D NAILS AT SILL AND PLATE. y ERL '4I9 Structural Panels 8d 4" o.c. „perimeter zone ALL EXTERIOR NAILS SHALL BE GALVANIZED. other 6 O.C. edges of A T9 F 1 panel, 12" o.c. interior 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d @ 4" Diagonal Board Sheathing of panel ! r y o.c. EXTERIOR EDGES AND 6 d ® 12" o.c. INTERMEDIATE. 1;; x 6 "or 1 x 8„ 2 - 8d per support 1 x 10 or wider 3 - 8d per support 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING ` CEILING SHEATHING AND WATERPROOFING SHALL BE BY ARCHITECT. Gypsum Wallboard 5d 7” edge / 10" field 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE WALL SHEATHING AND STUD WITH GALVANIZED HURRICANE TYPE CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR Structural Panels Sd 6" edge / 12" field TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE Fiberboard Panels CLIPS AT ALL PERIMETER JOIST TO GIRDER 7 / 16" 6d 3" edge / 6" field 3 CONNECTIONS. 25 / 32" 8d 3" edge / 6" field s W 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA Z PACIFIC GPI SERIES WOOD -1 -BEAMS AND LVL Gypsum Wallboard 5d 7" edge / 10" field o PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND ardboord 8d 6" edge / 12� field m HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED Particleboard Panels 8d 6" edge / 12 field AS PER MANUFACTURERS RECOMMENDATIONS. WEB Diagonal Board Sheathing STIFFENERS SHALL BE REQUIRED AT ALL LOAD AND 1" x 6" or 1" x 8" 2 - 8d per support o BEARING POINTS AT A MINIMUM. 1 " x 10" or wider 3 - 8d per support HANDLING, STORAGE, AND ERECTION OF 0 FLOOR SHEATHING COMPONENTS SHALL BE AS PER MANUFACTURERS a RECOMMENDATIONS. o DATE: 11/08/2014 Structural Panels 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 1" or less 8d 6", edge / 1;" field w a SCALE: N.T.S. GALVANIZED MACHINE BOLTS ® 12" O.C.. greater than 1" 10d 6' edge / 6 field o Diagonal "Board Sheathing Y Nailing Schedule t • t • 12' t 1 x 6 or 1 x 8 1" x 10" or wider 2— 8d 3 - 8d per support per support w FRAMING NOTES OR: TRUSSLOK CONNECTORS BY 'FastenMaster' @ 16" O.C. DWG. NAME 1" Nailing requirements are based on wall sheathing nailed 6" on -center at the panel edge. If wall sheathing is nailed ,Lisshall E be doubled or alternate connectors such as shear plates , shall be used to maintain the load path. When is over a 8 A-5 wall' sheathing continuous connected mmbers , the tabulated number of nails shalt be permitted to be �d g DWG. NO i • t • reduced to 1 - nail per foot. ®¢