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HomeMy WebLinkAbout42117-Z sUEFQuCp�� Town of Southold 1/7/2019 0 P.O.Box 1179 53095 Main Rd o'y�pl Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40151 Date: l/7/2019 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 10896 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 126.-6-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 10/13/2017 pursuant to which Building Permit No. 42117 dated 11/6/2017 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: ADDITIONS AND ALTERATIONS INCLUDING COVERED PORCH, SECOND STORY DECK AND COVERED ENTRY TO AN EXISTING ONE FAMILY DWELLING PER ZBA DECISION#7169, DATED 07-19-2018,AS APPLIED FOR The certificate is issued to Volpe,Mark of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42117 12-18-2018 PLUMBERS CERTIFICATION DATED 12-13-2018 illi m remler A rize Mature Sv�nc�r TOWN OF SOUTHOLD BUILDING DEPARTMENT cri TOWN CLERK'S OFFICE oy . 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#: 42117 Date: 11/6/2017 Permission is hereby granted to: Volpe, Mark 157 Pine Brook Rd Montville, NJ 07045 To: make additions and alterations to an existing single family dwelling as applied for. At premises located at: 10896 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-6-13 Pursuant to application dated 10/13/2017 and approved by the Building Inspector. To expire on 5/8/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $940.00 CO -ADDITION TO DWELLING $50.00 Total: $990.00 Building Inspector 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 I%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 —7 Date. ID[[,91� /- New Construction: Old or Pre-existing Building: (check one) Location of Property: �d ,e�72 I'G 60—W AV House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section A;L& Block (p Lot Subdivision Filed Map. Lot: Llf Permit No. G I Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ plicant Signature SO!/jg®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road y 44C Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ®�y� � a� roger.richert(D-town.southold.ny.us OWN BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Mark Volpe Address: 10896 Great Peconic Bay Blvd City: Laurel St New York Zip. 11948 Building Permit#. 42117 Section: 126 Block: 6 Lot. 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Modern Electric License No: 4253-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat gas Duplec Recpt 42 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 5 Wall Fixtures Smoke Detectors 3 Main Panel A/C Condenser 2 Single Recpt Recessed Fixtures 26 CO Detectors Sub Panel A/C Blower 2 Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances �316 Dryer Recpt 20a Emergency Fixtures Time Clocks Disconnect Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment: 3-combination smoke / co detectors, 8-surface light fixtures, 3-bath fans, 5-paddle fans,8-ARC fault circuit breakers,5-combination GFCI/ARC fault circuit breakers Notes: Inspector Signature: Date: December 18 2018 81-Cert Electrical Compliance Form.xls o��pF SOUl�ol . Town Hall Annex Telephone(631)765-1$02 54375 Main Road Fax(631)7659502 P.O.Box 1179 • Southold,New York 11971-0959 CoUff BUILDING DEPARTMENT iw- --TOWN OF SO�JTHOLD , . . t CERTIFICATION �g4:1 Date: Building Permit No. Owner: (Please print) Plumber: } - (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this !'3 day of 1 019 Kim E.Fuentes Notary Public,State of New York Qualified in Suffolk County L10, #01 FU4811709 commission Expires Pro so Notary Public, ° L County SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. oourm, 765-1802 INSPECTION . 1� [ ] 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) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE v rl INSPECTOR - - - SOUTyo �ycom,p TOWN OF SOUTHOLD BUILDING DEPT. 765-18®2 INSPECTION [ F UNDATION 1 ST [ ] ROUGH PLEIG. [ OUNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL -vim - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) r REMARKS: �I.T _ D DATE I INSPECTOR OF SOUlyolo .X 1 /13 � � cOUNi`1,� I �� OWN 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 T7h ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE If/I-Z-" INSPECTOR` ' ir4- SOF SOUry is_ J� �ly00UNiV,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC . ION [ ] 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) R MARKS: AlVa4 NAWILVW �'i��•v�,o�✓ ��� mei �� DATE v Y INSPECTOR �ryolo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLEIG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F E SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRIC (FINAL) REMARKS: (AiVi IVIO tie I" is �y , i S - J 6 �&.Aivlpks D {1 bn tier e DATE / INSPECTOR Y 4`� hO��pF SOUIyO� # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INWLATION [ ] FRAMING /STRAPPING [ Ods ds [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: 9 Pvwt" s4l &I � cw� • i'd, V *ze, V CovJeA, -Sr v V% . vFg�K DATE d7&146 INSPECTOR VA^-, D �: QC r DD JAMES J. DEERKOSKI P.E. 260Deer Drive DEC 2 2018 Mattituck, NY 11952 (631) 774 7355 7; ,DEG,: SOWN OF SO OLD, Date: December 24, 2018 To: Volpe 10896 Peconic Bay Blvd. Mattituck, NY 11952 Permit# Re: Insulation Certification To Whom It May Concern: This letter certifies that the insulation certificate attached to this letter is accurate as to what insulation was placed and to stated R values. Any questions feel free to call. of NEW Y DEERSicerely, r _ w J es Deerkoski P.E. AROFESS ` V /f~ 0 KYNENE0 - THE EVOLUTION OF INSULATION Q DEC 2 201' D INSULATION CERTIFICATay, DEC 2 6 2018 This form must be filled out and posted to comply with building code requirements. T® ®y Meets IRC requirements: 2006 IRC-N1101.2,N1101.4,N1101.8 2009 IRC-N1101.2,N1101.4,N1101.8 2012 IRC-N1101.3,N1101.7,N1101.12 The following spray polyurethane foam product(s)has/have been installed. ❑ LD-C-50 ❑LD-R-50 ❑ MD-C-200 ❑MD-R-200 ❑ MD-R-210 ❑Other Please consult International Building Code(IBC),Chapter 26-Plastic and International Residential Code(IRC)2006 IRC R314,2009 IRC R316,2012 IRC R316-Foam Plastics for specific requirements.The aforementioned Icynene spray polyurethane foam insulation system(s)has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness* Attic Area R- 0 at U inches Sloped Ceilings R- at i eh s Walls(location): be oz C,- '? R- 2 at in es Walls(location): R- at inch Floors(over an unheated crawl space) R- at inches Crawl Space Perimeter R- at inches Basement Walls R- at inches , • Other(location): ' ee,;' R- °-j at 0 inches 07 'Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address c (� Al, u Date of Insulation Installation 3�,,� . 20 1 Building Contractor Insulation Contractor Insulation Contractor Phone (o j Jf 9 35"0 Installed By INSULATION CERTIFICATE • ®O NOT REMOVE Please post near electrical panel. Tome Energy Rating Certificate Property HERS Peconic Bay Blvd Rating Type: Confirmed Certified Energy Rater: Michael Caruso Jim hines Rating Date: 2018-11-08 Rating Number: MC077 10896 Peconic Bay Blvd Registry ID: 058700357 Mattituck, NY 11952 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 39.9 $979 56% General information Cooling 2.0 $78 4% Conditioned Area 2100 sq. ft. House Type Single-family detached Hot Water 10.3 $260 15% Conditioned Volume 16800 cubic ft. Foundation Unconditioned basement Lights/Appliances 21.8 $356 20% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $76 4% AAechanical Systems Features Total 74.1 $1750 100% Water Heating: Instant water heater, Propane, 0.93 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Criteria Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 110 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.300 ' Above Grade Walls R-21.0 Infiltration Rate Htg: 833 Clg: 833 CFM50 Foundation Walls R-0.0 Method Blower door Michael Caruso Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 100.0 Range/Oven Fuel Propane Bohemia, NY 11716 Interior LED Lighting (%) 0.0 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator (kWh/yr) 710 Clothes Dryer CEF 2.32 Fax# 'A / Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. © 1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 10896 Peconic Bay Blvd City: Mattituck Builder Name: Jim Hines Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or f home has multiple heating systems or water heaters) Date of Test: 2018-11-08 Outdoors Temp During Test: 60 °F CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Type: Furnace❑.Boiler❑✓ Heat Pump Q Other n i Venting Te 3 piaal S in llage S'ih Nape CO CO E tcienc ' Eitel-Type Circle T e .(Pascal orst Case atural) orst Case) . .(Natural Rating:96 0 N❑PO 0❑E❑ N❑NOME S_✓ N/A Pa. Pass❑✓ Fail❑ PassOFail❑ NSA PPM NIA PPM Yes ❑✓ Type: Standard Tank❑Indirect El Tankless ❑✓ Size: Style Common Vent❑ Water.Heater Primary: No Instantaneous Commercial See Note (Gallons) 4 ❑ _ ❑ ❑ ( ) ) Stand Alone s z Ventittp Type 3 Dra t' S ilia a Spillage(Natural) GO CO E tcienc Fuel Type. (Circle Type)'_ (Pascal) (Worse Case): ff6rse.Case) f(Naiui EF: .93 N❑PD O aE❑ N❑M❑S 0 N/A Pa. Pass❑✓ Fail❑ PassOFail❑ N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes O No❑ Oven CO 8 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: &AN'Gf/ Date: 2018-11-08 Home Energy Rating Certificate Property HERS Peconic Bay Blvd Rating Type: Confirmed Certified Energy Rater: Michael Caruso Jim hines Rating Date: 2018-11-08 Rating Number: MC077 10896 Peconic Bay Blvd Registry ID: 058700357 Mattituck, NY 11952 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 56 Efficient Home Comparison: 44% Better Heating 39.9 $979 56% Generallnformation Cooling 2.0 $78 4% Conditioned Area 2100 sq. ft. House Type Single-family detached Hot Water 10.3 $260 15% Conditioned Volume 16800 cubic ft. Foundation Unconditioned basement Lights/Appliances 21.8 $356 20% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $76 4% Mechanical Systems Features Total 74.1 $1750 100% Water Heating: Instant water heater, Propane, 0.93 EF, 0.0 Gal. Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. Criteria Heating: Fuel-fired air distribution, Propane, 96.0 AFUE. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25. 2015 International Energy Conservation Code Ventilation System Exhaust Only: 110 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-49.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 833 Clg: 833 CFM50 Foundation Walls R-0.0 Method Blower door Michael Caruso Energy Testing Services LLC. Lights and Appliance Features 1648 Locust Ave Unit A Interior Fluor Lighting (%) 100.0 Range/Oven Fuel Propane Bohemia, NY 11716 Interior LED Lighting (%) 0.0 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator (kWh/yr) 710 Clothes Dryer CEF 2.32 Fax# Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: �. REM/Rate- Residential Energy Analysis and Rating Software v15.7.1 This information does not constitute any warranty of energy costs or savings. ©1985-2018 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2018 Combustion Safety Testing Form Certified Home Address: 10896 Peconic Bay Blvd City: Mattituck Builder Name: Jim Hines Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms tf more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2018-11-08 Outdoors Temp During Test: 60 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain:n notes) NOTES: Heating System Primary: Yes ✓❑No❑ Type: Furnace a Boiler❑✓ Heat Pump Q Other❑ t. z Venting Type 3. Drat Spillage Sin[IaQe CO CO Efficiency Fuel Tvne - - Ctrcle T e). _ ascal orst Case _, (Natural) orst'Case} atural Rating:96.0 N❑PQ O❑E❑ N❑ MOS_✓ NSA Pa. Pass❑✓ Fail❑_ PassElFai10 N/A PPM N/A PPM Yes ❑✓ Tvpe: Standard Tank❑Indirect Tankless ❑✓ Size: Style Common Vent❑ Water Heater Primary: No Instantaneous❑Commercial (See Note 5below) (Gallons) ' Stand Alone ❑ s z Venting Type s Drat Sin llae Spillage illag_e_-(Natural) CO co, Efficiency Fuel Type (Circle Type) (Pascal) (Wors_e Case), . -(Worse-Case) (Nalw al) LF: .93 N❑P_❑✓ O❑E❑ N❑M❑S❑✓ N/A Pa. Pass[DFail❑ Pass❑✓_Fail❑ N/A PPM N/A PPM oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO 8 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: ��� �� Date: 2018-11-08 1 1 • ' ' • COMMENTS FOUNDATION (1ST - MIR FOUNDATION (21 � A HIM 91 FA I MINI MA ROUGH FRAMING& PLUMBING INSULATION PER N.Y. STATE ENERGY CODE oilis c"w'"mmosaM IM®R ■moi _ �� -� ADDITIONAL ILI a AINKRmus ti ..Irl --- MAN > � i1,►r.1�W • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. / Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined ,20 Single&Separate q - Truss Identification Form ---- -- Storm-Water Assessment Form Contact: p �j Approved ,2 Mail to: f O .D iqyC �a5� Disapproved a/c N y //?a Phone'&31r-F(oS- lc7g7 Expiration ,20 Building Inspector - DPPLICATION FOR BUILDING PERMIT OCT 10 2011 Date 1011 U , 20 /? INSTRUCTIONS a. Tlllp'� a i I' completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pIg0VMii � t an 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,anations,and to admit authorized inspectors on premises and in building for necessary inspections. Signature of applicant or name,if a corporation) M& y i f (Mailing address of applicant) State whet er applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises A44, Vol (As on the tax roll or latest deed), If applicant is,a corporation; signature of duly authorized officer (Name and title,of;c'ofp'9iafe officer) Builders Licen'•se No: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on whic proposed wor will bed ne:-Q House Number StreetHamlet // County Tax Map No. 1000 Section �oLCp Block lD Lot J 3 Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises an intended use gpd oc upancy o proposed construction: a. Existing use and occupancy 11 p2 b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition YNIAlteration Repair Removal Demolition Other Work ,f- (Description) 4. Estimated Cost asd�(� 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. 7. Dimensions of existin structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front .2— Rear Depth bio !D /2. Height © ! Number of Stories -De�l� f ,f `s • 8. Dimensions of entire new construction: Front Rear ptli Height Number of Stories' `;? 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 1,2 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO-,Ik- 13. Will lot be re-graded? YES NOJWill excess fill be removed from premises? YES NO 14. Names of Owner of premises Address Pone No. Name of Architect T't1A 1�­LJ�5 ' Address .-)eo- khi/�—Aonee No 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_>e * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO-y— * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF � Civ"` / G�- being duly sworn, deposes and says that(s)he is the applicant ( ame of individual signing contract) above named, CONNIE D.BUNCH Notanj Public,State of Nov York (S)He is the No.01BU6185050 lffied in Suffolk (Contractor,Agent, Corporate Officer, etc.) commission Expires April 14,2� of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this '` r 0 day of O ��1 20L�_ Notary Public Signature of Applicant --i TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E.C. - _ Trustees � �' C.O.Application L7 V OD Flood Permit Examined ,20 Single&Separate AU# 8 2M Storm-Water Assessment Form Contact: 1 Approved ,20 4'�T�.,?9TVQ;b '. Mail to: MR i Disapproved a/c _ Ce "9 rr ,^, !\ Phone: l v Expiration ,20 Bu' ing Ins ector D�J V PPLICATION FOR BUILDING PERMIT Date oZ 1 t ,20 DEC 1 017 INSTRUCTIONS a.T ' �ibe"' co tely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of pl g1gtp� ale.Fee according to schedule. lot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, nd 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. ignature of applicant or name,if a corporation) (Mailing address 6f applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician,plumber or builder Name of owner of premises , ,�� V U �Q-- (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer f2e-Pxc-vcaA-7o-v\ 7�r_ � n (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 �will be done- pp � 1 / 9-c C..t� f � L au t-Y-J House Number Street Hamlet County Tax Map No. 1000 Section 1p> ,_1 4-Block' Lot Subdivision Filed Map No. Lot 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 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition : ' Other Work k �jr (Description) 4. Estimated Cost `;_s x Fee xj '(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. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of.Stories ' 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner ` 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO 14. Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES 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 data on survey. 18. Are there any covenants and restrictions with respect to this property? *YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUT7 O . n ing duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contrat)above named, m"O'(S)He is the0 (Co ac or,Ake t, 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. S to before me this day of 20 , —BETSYA.PERKINS otary Pu lic Notary u lic,State of ew Signature of Applicant No.01 PE6130636 Qualified in Suffolk Cou j Commission Expires July 18, � C ,rr; Scott A. Russell .0 gUFF(x � FF ST O RMIWATIETL SUPERVISOR AWANAGEMENT SOUTHOLD TOWN IIALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 'r; Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET !TO BE COMPLETED BY THE APPLICANT) ®CT 1.7 2017 - - ti y ^ DOES THIS PROJl C'r INVOLVE ANY OF THE FOLLOWING: Yes I No (CHECK ALL THAT APPLY) ffU A. Clearing, grubbing, gradin or stripping of land which affects g pA g more than 5,000 square feet of ground surface. ClUB Excavation or filling involving more than 200 cubic yards of material I "within any parcel or any contiguous area. ❑�C. Site preparation on slopes which exceed 10 feet vertical rise to , . I 100 feet of horizontal distance. OECD. Site preparation within 100 feet of wetlands, beach, bluff or coastal Ierosion hazard area. 0. E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. i❑ 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]10 to all of the questions above, STOPI Complete the Applicant section below with your Name, Signature, Contact Jnformatf4lfJlale _i,CoantY Tax 1Map IVumber'__Chap(er 9;6,does,not apply to your pm}eet., If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Pian and a completed Check List Form to the Building Department with your Building Permit Application. APFIJ(;A<`"f P,U;r"rtyOwner,(designPtrfessian, grnt .bntrauor,Other) S.C.T.M. 1000 BNAME Uotr. y / ! Dnrct �Piw. -S•.'{ �osection Block L�c� 1 D �to �p g e� /�S��1y�,� It ""' [-fG ... FOR ti l)ll.l)/l'j�tJ 1?l.!'��lt 1 jllf: ( t. Reviewed By: I',"'�>t_rt�/1cJcLL',S Ll3CJ(I(ill of COt,1ll11cl10n Wot-k: _ _ — _ _ _ _ filet _ n Approved for proeeaatng H,atlding Peimtt, _ F 1 Storntwater Management Control flan Not R -- ------ Stormwater Management Control Plan a Rcrlutrcti If orward to Engineering? Department for RC%;CNVj E'- t()S MAY 2014 APPLICANT S C.T.M. #: 1000 CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) — S}S�f /, to _(� l �a Stormwater Management Control Plan CHECK LIST NAME section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. ha+1'nM 9 jQ� Date: ° * The applicant must provide a Complete Explanation and/or Reason for not providing /c/to/ Q f ob all Information that has been Required by the following Checklist] iTe Tchphonc Nomhcr 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item, Please Provide Justification Here[ YES show all of the following items: NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries b. Total Site Acreage. 00.2, 3 cz C-/^ c. Existing - Natural & Man Made Features within 500 L.F. O r O of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. 0� f. Existing & Proposed Contours of the Site (Minimum 2'intervals) 0 0 g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing& Shall proposed sti uctui es. 0 we maintdined construetion j7,-- r7? .1111 1 Location of proposed Swimming Pool and discharge ring. Wire Backed Sin j. Location of proposed Soil Stockpile Area(s). Seeding of exposed andiortmartiverm _ k. Location of proposed Construction Entrance/Staging Area(s). I. Location of proposed concrete washout area(s), m. Location of all proposed erosion&sediment control measures. 0 Qi�� • 2. Stormwater Management Control Plan must include Calculations showing Ojpl`HOLD that the Stormwater improvements are sized to capture,store,and infiltrate DRAINAGE INSPECi'IONS ARE REQUIRED on-site the run-off from all impervious surfaces generated by a two(21 inch Contact TOS Engineering rainfall/storm event 3 Detaila&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sedirrient Controls. b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (eg.catch basins,trench drains,etc.) d. Leaching Structures (eo infiltration basins,swales,etc.) 0M, 1'NGl\l::l-.itli' ' 1)LP �[ "I'i�1l:N"I' USE ONLY Additional Information is Required. Reviewed & 1:1 Stormwater Management Control Plan is Not Complete. Approved By. — — - ;m Stormwater Management Control Plan is Complete. Date I L 17 l SMCP has been approved by the Engineering Department. � I FORM # SWCP Check List -TOS MAY 2014 Hal!Amex 'Telephone(631)7651802•---- r, .75 4�a6 4 ���� __.. $ g Q roaer.richettfawti soutF�io :nY:us q Southold,NY 11971-0959 _ i TOSS.gOtT�'�® 1 BUILDING DEPARTMENT � TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: _T 7, 2Date: ) r Company Name: 6 D E-vw Ge czezi Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: -_�,• . - . . ___ :�� c�� C.._�� �� x,x � �, - _ _ � *Address: q 777► TfiCl . .Nt :r. *Cross Street: *Phone No.. Permit No.: - - Tax-Map District: 1000 Section: Block: Lot:_ 1� *BRIEF DESCRIPTIONWORK(Please Print Clearly) ,eS (Please Circle All That Apply) Is job ready for inspection: j Y / NO Rough In Final *Do you need a Temp Certificate: YES!� Temp Information(if needed) *Service Size: 1 Phase Whase 100 150 200 300 350 400 Other *New Service: Re-connect Underground Number of Meters Change of Service Overhead Additional Information: PAYMEW DUE WITH APPLICATION Cq 82-Request for Inspection Form o�oSpFFD(,��aG Town Hall Annex �� y� Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P. O- Box 1179 � Z ' Southold, NY 11971-0959 0- BUILDING BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ' 01 l0 ;02f Owner: - A. 4y Locatioh' -47of Property: O� tkck Please take"notice that thdtchedk appli Gable-li he): New commerciahcr.residentialstrc�cture ; � " -"Addition to exisf>n domrrlerciaCQr residential structtJrer-t L �Rlehabilita Qn o: p"existing`cbmrtiercial or resident{ IIS•structure :.'. . .d. uS}�'rg to be constriti✓a'. 'ti. performed-.at the subj�:ct'e. ,property reference- will gUrke (check appliceb�te .In'e"): Truss.iype=nstruction (TT) -re-engine.-ed-vk000d construction (PW) Timber constrdfi �(TC) . ..: in thelocations) (check dpplicabie fine):•. followinFloor framing, including girders and beams (F) of framing (R) Floor and roof fr in , (FR) Signature: Name (person submitting this form): ,44 Capacity (check applicable line): O r Owner representative TrussRegl5.docx Effective 1/1/2015 ,�. !-:jJ� ari' �t,a">.Ss�'c•=�%Gin r..0 ; 7`t� o'r13.iF,��•�;ti�t?-f��'.!`'��l'cirt��:l3- .r'•a=:.a"i?:)'m:'�.-.•.t,�y,P•�;f��+��,�'�a`-�`.s f.•>i=r wY •4tJ�.• S,�t ly:�•'i 1: ��•r`•'�"`�'! tt � `3 Z-L�.+a�c. _ ay�.�yS?r 3�:.��1 vi '�L�'•1"''�r T'G'. • i � ..^Yf tir...ij ..••:. S Y••.•�:ti.S.yJ.\•/ �blf.� t� ii sh Sia 1r 'hj�y,.ii.'A•�j .7•.a i•'riiJ tr �f.�7..r,��,�.\ Z t?LS Yj:.•']S!, x'62!'4 V'"./ y 4�!T f��:r�n Res;%{ {z��}•�. .,�. 'r:•a�i;,,' AN : ".fit }a v;•'i;'k :mac. 'D• rt.\ 'f q•iii•• .�; •"•� ifs:�•j' � +•�'��•',Y��'. t St .ti t � n1.,•.• r r\ 1. • r . r• 2 e �•� . .S Pi i,. f • N..i� S- n..t • FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 5, 2018 TO: Patricia Moore (Volpe) 51020 Main Road Southold,NY 11971 Please take notice that your application dated December 13, 2017: For permit to construct additions and alterations to existing single-family dwelling at: Location of property: 10896 Great Peconic Bay Blvd, Laurel,NY County Tax Map No. 1000 - Section 126 Block 6 Lot 13 Is returned herewith and disapproved on the following grounds: The proposed construction, on this nonconforming 10,016.66 sq. ft. lot in the R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states; lots measuring than 20,000 square feet in total size require a rear yard setback of 35 feet. The construction has a rear yard setback of 30 feet. Authorized Sig ure Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: tile,Z.B.A. BOARD MEMBERS Southold Town Hall ' eslie Kanes Weisman,Chairperson ��0� $DUryO 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes u, y� Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. • �O 54375 Main Road(at Youngs Avenue) Nicholas Planamento �I,Y0 0 11 0� Southold,NY 11971 D �L`-j���� http://southoldtovmny.gov ZONING BOARD OF APPEALS JUL 2 6 2018 TOWN OF SOUTHOLD Tel.(631)765-1809 •Fax(631)765-9064 RECEIVED BUILDING DEPT. 't q :it Gii n FINDINGS,DELIBERATIONS AND DETERMINATION JUL 2 6 20,118 MEETING OF JULY 19,2018 0 . ZBA FILE: #7169 outhol(d Town Clerk NAME OF APPLICANT: Mark Volpe PROPERTY LOCATION: 10896 Great Peconic Bay Boulevard,Mattituck,NY SCTM: 1000-126-6-13 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type 1I category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 to 23, and the Suffolk County Department of Planning issued its reply dated March 16, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: 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, 10,016.66 square feet, .23 acre rectangular parcel, located in the R40 Zoning District, measures 90 feet along a dirt and gravel 15 feet wide right of way labeled Private Road approximately 100 feet south of Peconic Bay Boulevard, with a southern lot line shared with a residential neighbor measuring 111.17 feet to an eastern lot line of 90.02 feet along a 10 feet wide pedestrian Right of Way to the Peconic Bay, and a northern lot line, shared with a second residential neighbor, measuring 111.59 feet. The property is developed with a single-family dwelling with `bilco' access to foundation,wood deck with concrete stoop and a raised concrete patio, wood split-rail fencing on the north and east lot lines, and an asphalt driveway as illustrated on the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC and dated September 8,2017. BASIS OF APPLICATION: Request for a Variance from Article XXIII, Section 280-124, and the Building Inspector's March 5, 2018, Notice of Disapproval based on an application for a building permit to construct additions and alterations to an existing single-family dwelling; at; 1) located less than the code required minimum rear yard setback of 35 feet; at: 10896 Great Peconic Bay Boulevard,Laurel,NY, SCTM#1000-126-6-13. RELIEF REQUESTED: The applicant requests a variance to add a 8 feet wide by 46.8 feet long covered porch with second floor deck to the east and south sides of the existing residence with a rear yard setback of 30 feet where the Code requires such improvements to be located at a minimum of 35 feet from the lot line. ADDITIONAL INFORMATION: The applicant,their agent and their contractor spoke at the public hearing. Two letters of support were received from immediate neighbors. The subject property is member of the Marlene Lane Page 2, July 19, 2018 #7169, Volpe SCTM No. 1000-126-6-13 Home Owner's Association with shared access, for all members including those residences on Marlene Lane,to the Peconic Bay via a pedestrian Right of Way running the eastern length of the applicant's parcel. The lot to the east of the beach Right of Way is owned by the Mattituck Park District and is used as a public park and beach for the benefit of residents of the Hamlet of Mattituck. During the site inspection of the subject property it was noted that the Mattituck Park District maintains a community room, offices, bathroom facilities, a Port-O-San and dumpster along with a parking lot and other improvements within sight of the applicant's property without landscaping or screening for the benefit of immediate neighbors. No member of the public spoke in favor of or against this application at the public hearing. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5,2018 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 X267-b(3)(b)(1). Grant of the variance will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Peconic Bay Boulevard, in the general vicinity of the Marlene Lane Home Owner's Association, is an area developed prior to Zoning with many smaller residences and summer cottages, located on nonconforming lots of varying size and description, many of which have been in recent years expanded and improved to conform to current needs and style as seasonal and year-round residences. The addition of an open-air porch and deck is common to the neighborhood. As a result from being developed prior to Zoning,many of the lots have improvements closer to lot lines than is currently acceptable. 2. Town Law §267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue, other than an area variance. The previous one-story residence has been renovated into a two-story home working off of the original footprint of the structure, which was built prior to current zoning. As a result of the non-conforming lot size, the addition of a porch and deck on the east side of the residence or any improvement greater than 3 feet wide will always require a variance. 3. Town Law X267-b(3)(b)(3). The variance granted herein is mathematically substantial, representing 14.28% relief from the code. However, this relief is being offset by the pedestrian 10 feet wide right of way running along the eastern lot line between the subject parcel and the immediate neighbor to the east, Mattituck Park District Furthermore, Mattituck Park District maintains a grass field on the western portion of their property with no immediate residential neighbors who would be disturbed by the applicant's proposed porch and deck. 4. Town Law X267-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 $267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law $267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a porch and deck addition to their residence while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. g Page 3, July 19, 2018 47169, Volpe SCTM No. 1000-126-6-13 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 Weisman (Chairperson), and duly carried,to GRANT the variance as applied for, and shown on the survey prepared by Kenneth M. Woychuk, Land Surveying, PLLC, and dated September 8, 2017 and the Site Plan and Drawings prepared by James J. Deerkoski, Licensed Professional Engineer and dated March 6, 2018. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The east and south side covered porches and second floor exterior decking are to remain open and unscreened. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)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),Acampora,Planamento and Lehnert. 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BI GY 30 GY 943.9 SF '105 36F S f.60UND8 t9Y= lOAl6.b6 SF SURVEY DATE 9/8/20T7 Z P4 ® E-4 I WATER MANAGEMENT DETAILS Z 44 � 1]1350 FT N.T.S. P-1 1.0 ,OFF EP 3 CU DW 3' FT ppYWELLS r04% DEEP .RY'Aj2514 LU FT wM Cf F IrrTFR-cIANDARD 5" NOYEs Il\\\II 1j.Aj�DO N�•EEF•II1 INSTALLATIONUNDLS'.,BSTMYFS MANE BE N PPDPEALY PREPARED 2 PP@PIUTICYI' AUATION. SuerA�nwRwS,arwnDRTomsr wR 0 ' nn, Tlffi Bt L f°R7ME reu�iDIXmE D�rromas �r� Q PAWTc°xaA,ED NETU SURMFALEGT_IN CONTAR Wm,O,SSML BA PAINT. PB:TAIS Wm,PROYEQ,YE \ 2 DUTAUAYTDx Aaot,�DMvmus. p PBUDRw YIDPK INAQORDM'�Wm,mAIUNDBD�R EV6lY4RVWU x 1).GUROITo 1EP=70YlAPDS IFADHI 2j SHffY wEULjOIN IENG7,15 W,TH WATDRI�wTjOTNiS. B}=RASH Aro SDIDFI,GUTTENSID W`M1�0U,S IMO gj R,,VAIDUUUCWITHAeL1MSE4ANTSUP3HNT WMTOSTDRM stY✓�+ry57MA5 DH1lUTED SEAL DRY WELLS TO BE 10'MIN. 4)7--TM Lm S wmL yBsrArtTA _ - __DRY FROM HOUSE—` aj �^�0d1RB"� o° i I DRAINAGE INSPECTIONS ARE REQU19ED Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification that the drainage has been installed to Code. EROSION&SEDIMENT CONTROLS Shall include an d Construction but not be limited tEntrance, A well malestabilization 8, Wire Backed Silt Fencing, Seeding of exposed and/or inactive soils. APPROVAL OF STORM ATER MANAGEMENT DRAWN BY: MH CO�gTROt P N -Town ode per 6 Date, - 10/4/2017 Approve by: — SCALE: SEE PLAN A. of NEVv �LEF � SHEET NO. r r� •a j LL; I ' 72 , AR�FES `ONP� N Q0i v cw 1 1 -1 .!D J I OZ EXISTING I -_ V DRIVEWAY - N I i O Z < O 1 8X3I II N F' CONSTRUCTION DUMPSTER �n -� � DW r\ Z w TO REMAIN ON SITE FOR 0 DURATION OF CONSTRUCTION2. i ® I < I PORT-A-IAV TO REMAIN � HAY BAY w/SILT FENCING ON SITE FOR DURATION ® NO TS MORE CLETHAN 20-TO BE . OF CONSTRUCTION NOoPROOPOSED THAN _ LL i O 1 INDICATED ON SITE PIAN � 36.9' ' I Fol oV P P -- �, I O i O n' I R ; 2 STY. IR Q C _; HOUSE •C �H ---- HD ILS - n" ONCRETq WASHOUT ZONE X _ 0 _Lu PORCH (1y O O O O O 35.0' cf1 o SOIL ccl LOCATION cm ' 8'X3' I C� \ DW z S 6`1°04I00" W 111 .7' , I ]of 1 S.C.T.M. N0. DISTRICT: 1000 SECTION: 126 BLOCK: 6 LOT(S): 13 D [zcf�G'V[E DD I DEC 2 1 2017 BUILDINGDEM TOWN OF SOUTHOLD � PEC® NIC BAY BOULEVARD LAND N/F OF J, BERGERON S. BERGERON L. BREEZE 0 R. BREEZE JR. G. FARR L. FARR : I " 111.59' 0.6 S N 67004 00 E 6' STOCKADE FENCE 0.6'N MON. •.�� .: 0.6N I MON. 7 1.3'S WOOD RAIL FENCE 0.6'W U.P.I� :'• ASPHALT cNn O DRIVEWAY rn O .may• BILCO D >- f+�l' • 22.301' Z � � I z 0, f STY ,ERM.. w r'GHT bF o DWELLING:," CL WAY' WOOD #10896:'• 41.2' F' FLOOD ZONE X CONC. : STOOP •:; :;.: .:;.31.3 : .. .: . 38.4' 2 >• 0.6'W .�•• RAISED v. CONC. PATIO E= � ool 0 , 111.17' 67004'00 W ASPHALT DRIVEWAY I LAND N/F 10' {-- ::' OF LAND N/F J. SCHULTZ OF I L. SCHULTZ K. MAIN ' L. THOMPSON THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA PANEL #36103CO481 H LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS AND OR DATA OBTAINED FROM OTHERS. AREA: 10,016.66 SQ.FT. or 0.23 ACRES ELEVA71ON DATUM: UNAUTHORIZED ALTERATION OR ADD177ON TO 7741S SURVEY IS A VIOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777V77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON-FROM THE PROPERTY LINES TO 774E STRUC7Z)RES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 774E EREC77ON OF FENCES, ADDITIONAL S7RUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON 7HE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: MARK VOLPE, MAP OF: FILED: SITUATED AT: MATTITUCK TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 17-148 SCALE: 1"=20' DATE: SEPT. 8, 2017 PHONE (831)298-1588 FAX (631) 298-1588 N.Y.S LISC. NO. 050882 maintaining the records of Robert L Hennessy & Kenneth M. Woychuk Z A Owa � DECK Ff O p A PCI u W c� z z w C/] N �c lip /O DECK ----------- ----------------- r iii I Bldg Dept copy from ZBA G Final reviewed�dqcum@nt§ BATH ZBA File# '7 v1 8'x 8' Date: / / O DRAWN BY: MH �'0�'o'-01 11/16/2017 2ND, FLOOR FLAN SCALE: Iia" = v-o" DE Cr��F SCALE: SEE PLAN CO • W; SHEET NO: r, 250 s ss\ 14 M3 .1 - ------------ ourpoatsHowm TBD PORCH pq O PCI io-0 °° cn z w Q w ° LIVING ROOM i a MASTER BEDROOM 13'x 14' ...... T ""U-H ...... 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FG f COLUMNtr O iI 1 1 6X6 ACQ -------------- r POST II 5/4 DECKING t"«y W 1 1 2X8 ACQ DJ @16"OC (4) 2X10 ACQ GIRDER °aL==T A\ X7225050 2 � ssl O12"dia CONC. PIER D,p cf) DRAWN BY:j JD 0 p 2'X2'X1' CONC. FTG. 8/5/2018 SCALE: SEE PLAN d . p • d d . p • d d . p • d d ♦ p • d d • p • d d . pzi SHEET NO: SECTION A-A SG4LE: 3/8" = V-O" _4_11 1111.11 L Ita 631.298,2250 WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS michael�+mchdesignservtces,com USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION.FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. CODE: 2015 IRC, 2016 NYS CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT 4"MAX. KING STUDS GROUNE WIND SEISMIC FROST WINTE ICESHIELD FLOOD SNOW SPEED DESIGN kEATIEPINI LINE TERMITE DECAY DESIGN UNDERLAYMEN HAZARDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED MODERATE SLIGHT TO 4"DIA.MAXIMUM 20 PSF 130 B SEVERE 3 FT. 11 NONE CRIPPLE STUD TO HEAVY MODERATE RAFTER LEDGER HEADER DECK AND COVERED PORCH NOTES: RIDGE ).Unless otherwise noted,all framing material to be Xt ACQ pressure treated lumber- II fasteners,hangers and anchors to be galvinized or stainless steel. Z JACK STUDS ).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts. RAFTER Cinders on concrete piers shall be anchored with proper steel connectors anchored into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts.Footings Shall RAFTER-TO-LEDGER CONNECTION be 3 ft.below grade. LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA.BOLTS 16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION JUSPNUMBER DESCRIPTION APPLICATION 14).Deck joists to have blocking at 8'0 o.c.. STAIR RAILING LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 I LS26 118ga.SLOPE HANGER JAPPLY TO EACH RAFTER/LEDGER ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD ),Flashing shall be installed between the building and ledger.Lapping up the sheathing ROOF LSTA24 1-1/4"x24"20ga.STRAP APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGER JALLOPENINGSIRT30PRT71 TYDOWN ANCHOR JAPPLY TO EACH CRIPPLE STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers and nuts at ib"o.c. 1-1/2"SPACE 6).Concrete piers shall be a minimum 6"above grade. MINIMUM ).All joists to be supported with hangers and anchors.Each Joist shall also be anchored RAFTER to girder(s). HANDRAILS ).Coovereded Roofs shall be assembled and anchored the same manner as a typical building. RAFTER ).Use simpson hangers and anchors with Z-MAX tripple protective coating or equal for any contact with ACQ. POST TOP PLATE -- TOP PLATE HANDRAIL NOTES: BALUSTERS All required handrails shall be of one of the following types RIM/DECK JOIST o or provided equivalent graspability. WALL STUD WALL STUD o OPEN BALUSTER ATTACHED TO WALL 1).Type 1.Handrails with circular cross section shall have an outside diameter of at feast 1-1/4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATEKTUD CONNECTION than 2 inches.If the handrail is not circular it shall have a RAFTER TO PLATE/STUD CONNECTION LOCATION JUSP NUMBER DESCRIPTION APPLICATION perimeter dimension of at least 4Inches and not greater w ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH than 6-1/4 inches with a maximum cross section of OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS RAFTER/PLAT RT15 TYDOWN ANCHOR dimension of 2-1/4 inches. O SHALL NOT BE LESS THAN i-1/4"NOR MORE THAN 2"1N4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR CONNECT TO RAFTER TO PLATE POST-TO-DECK CONNECTION EACH RAFTER CONNECT OVER USE MIN.(2)1/2'DIA.GALV.BOLTS WITH WASHERS AND NUTS CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD 2).Type II.Handrails with a perimeter greater than 6-1/4 PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR CONNECT TO inches shall provide graspable finger recess area on both ^r f•L� EACH RAFTER sidesthe profile.The finger recess shall begin with a O distance of 3/4 inch measured vertically from the tallest portion of the profile and achieve a depth of at least 5/16 inch within 7/8 inch below the widest portion of the ^_ profile.The required depth shall continue for at least 3/8 4"MAX. inch to a level that is not less than 1-3/4 inches below the 4"DIA.MAXIMUMtallest portion of the profile.The minimum width of the GIRDER/HEADER handrail above the recess shall be 1-1/4 Inches to a / 1 maximum of 2-3/4 inches.Edges shall have a minimum GIRDER/HEADER ° radius of 0.01 inches. JOIST POST/COLUMN °o ° V J n g o NAILING SCHEDULE � O m POST/COLUMNE) ROOF SHEATHING GIRDER/HEADER JOINT DESCRIPTION NAIL NAIL NOTES V QTY. SPACING F"'1 STRUCTURAL PANEL I 8d AS PER TABLE 3.8 W f•�/ POST-TO-GIRDER/HEADER CONNECTION WFCM-SBC r^ LOCATION USP NUMBER DESCRIPTION APPLICATION ROOF FRAMING: n SPI ICED JOISTS OVEER 6x6 SOLID COLUMN P6566 PBSE66/KG66 POST CAP ANCHOR APPLY TO EACH COLUMN POST-TO-GIRDER/HEADER CONNECTION V� `. .� L R HEADER/GIRD4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN NAIL NAIL QTY. SPACING � L DFCKIPORCH RAILING JOINT DESCRIPTION NOTES r LOCATION USP NUMBER DESCRIPTION APPLICATION HOLLOW ��//�� HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN.(2)1/2"DIAGALVBOLTS WITH WASHERS AND NUTS RAFTER TO 8'WALL:3-8d COMMONEACH TOE-NAIL W GIST TO GIRDER/HEADER RT10 TYDOWN ANCHOR CONNECT TO EACH JOI . . TOP PLATE 10'WALL:4-8d COMMO RAFTER — Uuu CEILING JOIST B'WALL-3-8d COMMON EACH TOE-NAIL TO TOP PLATE 10'WALL:4-8d COMMON JOIST CEILING JOIST TO AS PER TABLE 3.7 EACH FACE PARALLEL RAFTER WFCM-SBC IAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE O OVER PARTITION WFCM-SBC IAP NAIL o COLLAR TIE AS PER TABLE 3.4 EACH FACE STU TO RAFTER WFCM-SBC END NAIL BEARING PLATE GIRDER BLOCKING EACH TOE o TO RAFTER 2 8d COMMON END NAIL RIM BOARD EACH END h o WOOD JOIST 2-16d COMMON TO RAFTER END NAIL OF NE�w WALL FRAMING: LEDGER o GIRDER/HEADER JOINT DESCRIPTfON NAIL NAIL WOOD JOIST CONCRETE PIER QNOTES `, TY. SPACING WOOD JOIST I I * A "4 O ••s•' TOP PLATE 2-16d COMMO PER FACE NAIL r` TOP PLATEE FOOT — > TOP PLATES AT JOINTS FACE 'w? FLUSH JOISTS WITH HEADER/GIRDER 4-16d COMMO ff1 •c ` LU INTERSECTIONS EA.SIDE NAIL Z CEII WG)OIST TO BLDC.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH DOUBLE 2x STUD TO 24" FACE N LEDGER TO BE CONNECTED TO BLDG.USING 1/2'DIA.BOLTS p16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. STUD 2-16d COMMO O.C. NAIL �� �T?50 IF ABLE.SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS (MINIMUM) HEADER/GIRDER-TO-POST CONNECTION HEADER TO 16"O.C. FACE '� II FOR HEADER 16d COMMON n1 TO ALLOW FOR SHRINKAGE. I OR BEAM LOCATION USP NUMBER DESCRIPTION APPLICATION HEADER ALONG EDGES NAIL (2)BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END ROD PLATE TO STUD 3-16d COMMOP PER 2x6 STUD NAIL REQUIRED I I (3)BEAMS IPAU66 OR WE66 POST/BEAM ANCHOR JAPPLY TO EACH PIE BOTTOM PLATE TO: FLASHING TUCKED UNDERPER FOR STU FLOOR JOIST,BAND JOIST, 2-16d COMMO FOOT FACE NAIL TOP PIECE OF SIDING AND I END JOIST OR BLOCKING LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW DECK FRAMING: 1/2"DIA.LAG BOLTS W/WASHERS THREADED ROD JOINT DESCRIPTION NAIL NAIL NOTES DRAWN BY. JD CONNECTED TO BLDG.®16"OC QTY. SPACING CNW COUPLER NUT JOIST TO: PER TOE STRINGER POST SILL,TOP PLATE OR GIRDER 4-Sd COMMON JOIST NAIL °16" ` 8/5/2018 MINIMUM BRIDGING 2.8d COMMONEACH TOE (2)THRU- END DISTANCE TO JOIST END NAIL BOLTS I BLOCKING EACH TOE FLOOR FRAMING 4 I + TO JOIST 2 Sd COMMON END NAIL 1 ;JO1 JOISTSP844POST o BLOCKING TO: EACH TOE SCALE: SEE PLAN "dia. •.�• - MINIM M 3-16d COMMOPIER 16"TREAD o�o ENS ANCE 12"x12"x12" SILL OR TOP PLATE BLOCK NAIL BLOCKING FOR , CONCRETE FOOTING + • LEDGER STRIP EACH FAST HANGER s• s 3-16d COMMO LAG BOLTS I a o_4 ••}" •'§"•• ' TO BEAM JOIST NAiL '4, . 0 GRADE e CONC.SLAB ` > a JOIST ON LEDGER PER TOE RIM JOIST/BD. °e a, 'oma• (AS REQ.) e':v' TO BEAM JOIST NAIL e ,� 3-Sd COMMO HOLLOW COLUMN UPLIFT BANDJOIST PER END SHEET N O■ Ti • na. e°,s v DECK PIER SIMPSON STRONG TIE MODEL STRRI/2 DECK POST FTG.CONNECTION 3-16d COMMO TO JOIST JOIST NAIL •: CONC. •eq b: PER PLAN INSTALL AS PER MANUFACTURE'S RECOMENDATIONS LOCATION USP NUMBER DESCRIPTION APPLICATIONBAND JOIST TO: PER DECK PORCH LEDGER CONNECTION 3—D 4 e4' PIER v°4' 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-16d COMMO FOOT TOENAIL vb•< a.p.e. Q e' "'•0'4 6X6 POST I PAU66 OR WE66 IPOST/BEAM ANCHOR JAPPLY TO EACH FOOTING ,>a brae DATE: - R.P.# M .- 1�.,w �' •- • ' .; �= '� ��;5 FNOT4 F ! ,. ,�• P �"1�=:NT AT �,. � ,.'.,;Lid ;v r+na n 765-1802 8 AM TO A.�"' FOE, THFadn^ FOLLOWING INSPECTIONS: ----`- -�� 1. FOUNDATION - TVVO REQUIRED ..,,. , FOR POURED CONCRETE 2. ROUGH - FRA%IIING & PLUMu)II G - 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. r F Y� ;e, ALL CONSTRUCTION SHALL MEET THE 4* t� rY' p u'v I Ji, REQUIREMENTS OF THE CODES OF NEW l 4� 1 ftE.d.,Fxw 1 YORK STATE. NOT RESPONSIBLE FOR p Ifs ._� ,•n, ,; I DESIGN OR CONSTRUCT ION ERRORS. t r E4-µ... I,. , 17 p- t ra Y I ..,.`i-o.,j k Gko3 6 . or: WJSS PLACARDING REQUIRED PLUI'v"t3� i CDS T 0CAT1ON Blower door P E C O N I C 6 A Y B O U L E V A R D Ori LEAD CONTENT BEFORE and ductwork �T'f=1CATE OF OCCUPANCY testing required. I I 3CLDER USED IN WATER All exterior lighting o ® ► I SYSTEM CANNOT installed, replaced or � EXCEED 2,110 OF 1% LEAD. repaired shall conform I P,TER RUMOFF to Chapter 172 R�TP,ICW STOMA VAof the Town Code E'�IRSUANT TO CHAPTER 236 i Or THE T0\`VN CODE. a , n N 6'1 0� 00 E 111 .59' PLIJMP3W1 1G Must provide Manuals ALL PLU1',,BI1N1G V!/kF;T E c_: D, J and a P .:I 0 NYS Energy Code z EXISTING L DRIVEWAY / — N I SITE DATA: SCTM # 1000-126-6-1.3 � <8 'X3' I O DESCRIPTION: EXISTING: ADDITIONS: TOTAL: LOT COVERAGE: EXCAVATE: FILL: E" I.— CONSTRUCTION DUMPSTER � /' DW ��� � PROPERTY: 0,016.66 sF z w TO REMAIN ON SITE FOR N %� ��� ESTIMATED AREA C 6000 SF O DURATION OF CONSTRUCTION i� � �\ I GROUND DISTURBANCE: HOUSE: 943,9 5F 168.4 6F 1134.1 8F II.3% 60 GY 40 CY WEST PORCH: 5d.3 SF 54.3 8F 0.5% 3 CY 4 CY � 1 I;Vf '� I�� SOUTH 46 4 EAST PORCH, 464.8 SF 4,8 SF 4.6% B CY 4 CY O [� I ° I 4 1 :4 A < PORT-A-LAV TO REMAIN HAY BAY w/SILT FENCINGr •`` PROPOSED DRYWELLS: 10 CT 4 CY ✓ ON SITE FOR DURATION I �I.� 14 rryw I LIMITS OF TEARING FROM M O OF CONSTRUCTION I NO MORE THAN WOR AS -+-__�- LL. I PROPOSED WORK AS INDICATED ON SITE PUN O TOTAL: 943.9 SF 7053 SF 1649.4 SF 16,4% el GY 30 CY ■ ° CSC 36.9' ; I MEETS 4 BOUNDS BY, 10,016,66 SF SURVEY DATE:9/8/4011 •► ' C, FO-1w ° P � P R 2 STY. R Z Q C ________; HOUSESTORM WATER MANAGEMENT DETAILS O +/` ° H Ho ( ROOFAR 1313 SO FT N.T.S. U I AT 10096 WATER RUNOFF 3193 CU FT. rT, PR 17(2)4DIAK3.OEEPD U.S w -- I DRTWELMS ACITt 5 4CU FT a 1 ry 6TGFE) Ply _ •tTTFR- ANDARD Cz I'D NOTES: 00 a O N C RET *1144 I).E%ENFIDN: Al).DO WTBEGIN Bl5TA TIM UNnL SUB511UTB NAVE BEEH PROPERLY PREPARED. O WASHOUT E 2).PRIT.AnoM rl A).aE WRFA TMOROLI YRI011TOmsTA 7M. 8)REPARE SURFACES USING METHOD$RECOMMENDED BY THE MANUFACTURE FOR ACHIEWNG THE BEST RESIILiS FOR THE AWSTMTE UNDER TME PRD)ECTNNpfii0N5. ZON E X _ O° � C).PAINT[ONCEMED METAL SLp2FACr5 AND SURfACE51N CONTACT WTOI DISSIMRAR MFfA15 WftH ROnCTIVE RAIXING PAIM _ \ 3.INSTAIUnON' A).PERfIXtN NARK IN A[(ORDANfE WITH[DA NANDBO01(AND THE DRAWOIGS I).GDR[R TO BE PITCH[D TOWARDB LEAOD!t'TO T'WR EVE0.Y AO'aF RUN. 3).$MEET METAL JOIN lENfa1H5 WITH WATRnGMi PINTS a).COPPER/LEAD FLASH ANO SOLIIF0.GUTTERS TO DOWNSPOIIIS,WD O ALTESSORIES B).AIIMINUM:RIVET AND DAULK WRM A BUIVL SEAUJlf SUPJNNT PORCH q PRDTernoNA)-TOO T' DP LmnPLEn°"a°"mE;,T. 8).TgK:M-lv,REVAIR DR REMA[F DAMrcED Roa Krs BFFaRE SIAsrvmx 35.0' col."w O N ° SOIL m LOCATION DW L_ S (ol°04 00" W 111 .7' I 101 SITE FLAN SCALE: 1" = 10'-0" DRAWN BY: MH 10/4/2017 SCALE: SEE PLAN SHEET NO: k.0 N E W yo �Q' S• `Rh'v co 7A Q fir'.12 a1 'L AA 1eTVA� .y: O AR�FE SS�O P At i m � LLJ_1- I Hill 11 11 1 11 p O o LEFT ELEVATION FRONT ELEVATION � SCALE: 1/4" = V-O" SCALE: 114" = 1'-0" 1x 0-i Q W � a � Q PCI w �_q z w p P4 u < cn Z - - - - - - - - - _ z44 E tl� a o .._. Ile I Li 1 1 Q o It 11 0 0 DRAWN BY: MH LJL- - - - - - - - 10/4/2017 Mx SCALE: SEE PLAN REAR ELEVATION RIGHT ELEVATION �� SCALE: 1/4" = 1'-0" V NEw SHEET N O: SCALE: 1/4 = 1'-01' LJ Oro'-I V2 ol 12'-roti 9'-5 12'-r'o" 10'-0" 10" 381-�'1'I t'_oll 2t- 11 1011 121-6" 9'-� " 12'-6" 2'-1011 rI-o11 OUTDOOR SHOWER J 1011 1' 2" 10" TBD .-- - .-- - -- - .-- --, .-- - -- -- O --------------------------------------- -------------------------.---------------------------------------- ---------• -------------- I; I 1 I I I 1 I I Of a; 1 __________1_ _ -- _ -----------'- _-_____- -__-1- - -1--t= -- V' V - I -- - - - -- ---- -- - -- -_ __ _ ___ _ ____-_______ - ,1 ____ ® � 1, _I__________________________ ____T_ _T______-_______________I_ _ I _T-��y T__I_ _ �I � I .*7 ---------- -------------- r------------------- . z„r---- / 1, I (4)2X10 ACQ GIRDER v I I (4)2X10 ACQ GIRDER 1 1 (4)2X10 ACQ GIRDER 1 U I I 'xl ' 3 II (3)2X12 GIRDER _---- _-'__3-11 (3)2X12 GIRDER '_ til - (3)�1Ci2GIRDE R '- ,III ,__ Q_ �I-ln (3)2X12 GIRDER 10 -11�4 10 11�4 0 1 ttttCIL u _ ` ---' _ iiii X 12"dia.CONC.PIER w/ i ' REMOVE EX L �. "' _ `✓'� iiii 1 ct) 12' dia FG COLUMN N^ t11 , 1 N 2'X2'Xl'FTG.T BELOW 1 1 — - - '-' FWCs60611R w/6X6 ACQ POST(TYP) CXW145 PORCH aU FWCs60611R 1111 v^ ' cil 1 1 1 CHIMNEY � ��3f 2�8�C��� IIII --Ittl--, (2)1-3/4X9-1/2 ML HDR 9-1/2 ML HD (2)1-3/09-1/2 ML HDR = `\, Lin I tilltill 20-1 nnQ ,,, ('n IIti111112_8!6- 21- :7, ' O 1111 1111 I \`1 I-MA 1-3/4X14"ML VO u lilt u11 II11 W- y 11110 CZ fill qz- ZD Lu fill , 1111 p II11N p p `� r----- -°- _ � I"' (2�2X8 DF_#2--------- X1.() xlilt , 00" �� O .J l�IIII ____--_ X IIII''' N VJ o , --------- M LIVING ROOM N w x _( - - IXSTE , �• , I^ 1111 d X o EDRO M <t N M p --------- .. W ^111 I N M .-.1111 x, N IIII 1 u� iiii LALLY COLUMN 1 ^ ,11 REPLACE COLUMN _ REPLACE COLUMN NEW FTG:3'X3'Xl' r--- ----- -- -- �+/3'X3'XI'FTG. NEW FTG:3'X3'Xl' WET ^ 2X10 16"OC 111 P®l tom, �__-_ __+ _+ �________+ 1111 I BAR LINE UP POST t'ti l 1 I 1 -- -( "-- 1 I IIII I I I I 1 I I I 11 II 1 w 1 I 1 I -- - --- OVER GIRDER 1 1 7 1 I 1 _� � - _ _---EX_(2)2X8 GIRDER_- _-_ EX.(2)2X8 GIRDER _-- EX. 2X8 GIRDER _ _-- EX.(2)2X8 GIRDER 12"dia.CONC.PIER w/ 1 1 I I \ --+ --- ----------+--- +- - -- -- ---p= -- ------------------- - (2)1-3/4X14 MLw/1/2'SSTEEL ' ----_____I BELOW(TYP) (2)1-3/4X14 MLw/1/2'STEEL \1 ------------------r =_= ---r =_____=====r=== _-- _-- --fir -------------r =__ ----1 =_________________= 2'X2'X1'FTG.YBELOW SOLID-CORE DOOR w/ -1 = ADD 3/8"STEEL�LT.TO EACH KIDE OF GIRDER 1 , i 1 1 1• ADD 3/8"STEEL�PLT.TO EACI SIDE OF GIRDER GRADE(TYPICAL) 1 � h " u ii n WEATHERSTRIPPING 111{ 1 -`- I 1 11 a "0 AND R SWEEP iiii 'd REMOVE EX.GIRDER J i, i -' a 1 II II IL 2 IIt 11 t 11 ILN O iiii i�l v0 SECTION AND COLUMN -, i i l 1111 I Cil O ii u t ct '��'nil D iLL-'Lu fill i n - 0 o II 11 I p ,Il _i p 11 _ �^ a l l l l 1 _ 1 m 12-0 O O - I - (2)2X8 DF#22X8 ACO DJ id12"OCX N IIII MASTER BATH Q e N PORCH N m X I ,X N F+� ' !.l l N o (til "�' V M 1111 ,1, LL, N �-'IIII p I villi 1111 I •`IV-��� IIII 1 '-5" t'- 31-311 2-1 �;, 1111 °° EX. BASEMENT -0� V• HALF i '^ _ 111' REMOVE EX.STAIRS --'u'--'' O 1111 11 lilt O / \ AND BILCO DOOR I 1111 '' r , � = BATH � o ��l '.�; ----- ------ L= ---- ----- -----i I [ ^ X o LL -�I I N 12"dia FG COLUMN °i� ----- ------ 3X2' ACCESS �'ii r i . W N w/6X6 ACQ POST(TYP) ���� ■ ■ M+i onti I f� ----------- J, 1111 1 11,3 N 0 t F- 1 IIII W25 1111 1 Z .� 1 = , 1111 ----------- 'L V IIII 1 I ____-� IIII �I Chill I �A 2'-4 1111 -----------4; filln, .- U:::: 1 V m 1 II . t 11 ° mLu 00 a nn = ----------- � O nil - 21 -2 _� ----------- 3 u XIIII I liltl,� N N ^ N il111 I �II11 1 D UNDRY PANTRY KITCHEN ° N till5-<fill ---------- NEW CRAWL SPACE LL U- EX0. 0 . CRAWL SPACE LL m '".� -I O N 1111 - Ib Ip 00 t 111 1 ` ENTRY 1 \, N I N N - - (3)2X8 ACQ 1111 ^'w W -- -- N 1 Ilhl Inl - BUILD WALL HEIGHT ".^ 1{11 = I d I #4 REBAR #4 REBAR "---,��' "v�'rl Ilii �/ 'v 1111 O , @ 12"OC GYP) I 1 ,001 lip, -1 TO MATCH HOUSE -- ----------- Hµ v _______________ _ _ @12"OC(TYP) __�_ xl IX - I PANTRY (2)l- 4X111/4 LHDR ----- --1�\ `---------------------- -- - -,----------------- Ei hl i ----- --- -------------- - - --------------I ' (2)2X10 HDR =---- --- --------------� . v a v v (2)2X110 HDR a a a a ---------- +----------- - ' CXlIUl35 iiii 1/0-3/0-1/0 iiii CXW135 ' 21'-2 11 ' pv ' _ - ro'-oil In, nil 11 1 11 I 11 1 1 N till PORCH till 2-(o r✓- -0 2-6 , Q 12"dia.C INC.PIER w/ , - O 11-211 loll nn nn _ 1111 ' m 2'X2'X1'FTG.3'B ELQaXL___' co 1 2X8 CJ na 16"OC iiii --- - II i N i GRADE(TYPICAL) "('�' /Nli\ / ♦_ _ __ _ _ __1 t 1}'µ\ 10-0 1 _� I____________�_-___�___________-I_ r „r 't / ' ----(�) ----------- �_- ------------------------ 14'-0 ----- --- __--''I (3)2X12 GIRDER '� -2X10 ACQ GIRDER' '1�)2X10 ACQ GIRDEf� 1' 1 u 1 u 14'-0" �o-2 to-Z 1.REMOVE EXISTING EILCO DOOR,WALKWAY. ----------------------- loll 1011 14'-O't 2.NEW 8"PC WALL TO BE TIED INTO EXISTING ----------- ----------- FOUNDATION w/#4 REBAR AT 12"OC AND 13'-08/411 �I-ou AT FOOTING. .NEW FOUNDATION TO BE 8"THICK,POURED FOUNDATIONol FLA' ` 3OUR DCONCRETE EXTERIORTOBEDAMP- SCALE: 114" = 1'-0" PROOFED PER CODE. 4.FOOTING TO BE 16"X8"w/(2)#4 REBAR,MIN. 1 S+, ��OI O� FLAN a ' 1.REMOVE ROOF ABOVE. 3'BELOW GRADE ON UNDISTURBED SOIL(VIF). T1"J'r\t I'�`I1 2.BUILD UP PLATE HEIGHT AT EX.KITCHEN 5.MIN.3'X2'ACCESS OPENING TO NEW CRAWL SCALE' 1/4" 11-011 TO MATCH HOUSE. SPACE TO BE MADE. 3.NEW WALL FRAMING TO BE 2X4 DF#2(TYP). 6.INSTALL SMOKE DETECTOR PER CODE. 4.INSTALL 1/2"MIN.CDX SHEATHING. 5.REMOVE EXISTING SIDING AND UNDERLAMENT. 6.NEW SIDING AND UNDERLAYMENT TO BE INSTALLED DRAWN BY: M H PER MANUFACTURER INSTRUCTIONS. 7.CO AND SMOKE DETECTOR TO BE INSTALLED PER CODE. 10/4/2017 SCALE: SEE PLAN F NEWy SHEET NO: o� Z� OVL4030 WINDOW _ 36-ice 10'-113/4 10'-113/4 �'-1" - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I I I I FU1G roo611R GXW145 FlUCs60611L I I I I I I (2)2X8 HDR (2)2X8 HDR (2)2X8 HDR o 2X10 DF#2(@12"OC I I _ 00 I 12 II II 10o' eL 20'-2" II II II 10 N - z � � 2 10 DF#2 11,12"OC LSP I I �1� I I cli w Q I I o A�T I I ti I I ^ � N F i t I Q II IitI Il i XMv cel BEDROOM No. 2 z FAMILY ROOM o 12 o`ov LL X _ N r-1 N Lu Y Oo 2X10 DF#2 C12"OC-1r - - N TL - - - - - - - - - - JL — — — — -- - — — — — J - - - - - - - - - - - - - Ln ----------------- O ry O DECK C141 E" 3'h CABLE RAILING 13 I- 01 m 4--I11 rOz II12 N r Z P4 r - - - - - - - - - - , o I X Z N ce 2'-4 O T < OFFICE w ^ 12 .4 M T2X10 DF#2( 12"OC N 2X10 DF#2 CJ P12"OC BATH 00 Si - 0 2 N ,� L - II I I II I I II i O — — — — — — — — '� — — — — — — — — — — — — J L — — — — — — — — — 11 _ J L — — — — — — — — — — — — — — — — N (2)2X8 HDR N m (2)2X8 HDR 12 v CXW24 CXW24 10 2X8 RR(�16"OC 1.REMOVE EXISTING ROOF 5-O 26 -1'h 5-O o N 2.NEW ROOF TO BE SHEATHED WITH MIN.1/2"CDX SHEATHING CIR20 3.INSTALL MIN.15#FELT UNDERLAYMENT.ICE&WATER BARRIER 36'-1 " 10'-O" WDW TO BE USED ALONG PERIMETER,VALUES AND ALONG INTERSECTIONS WITH SIDE WALLS. 1.NEW 2ND.FLOOR TO BE FRAMED(ROOF TO BE REMOVED). 4.INSTALL ROOF SHINGLES PER MANUFACTURES INSTRUCTIONS. 2.2X4 DF#2 STUD WALL(TYPICAL). 3.1/2"MIN.CDX SHEATHING. ROOFFLAN 4.UNDERLAYMENT AND SIDING PER MANUFATURE INSTRUCTIONS. SCALE: 1/4" = 1'-0" 5.DECKING PER OWNER.CABLE RAILING TO BE INSTALLED PER MANUFACTURES INSTRUCTIONS. 6.DEBRI-PROTECTION AND DESIGN PRESSURE EXT.OPENINGS PER PER CODE. 7.INSTALL CO AND SMIOKE DETECTORES PER CODE. 2ND, FLOOR ALAN SCAJLE: 1/4" = V-0" DRAWN BY: MH 10/4/2017 SCALE: SEE PLAN SHEET NO: NEW Y �r 4 A 1-3/4X14 ML RIDGE 2X10 RR @ 16"OC 11/4 ]]I JTH 3 2X12 Cl @1 "OC AP 11/4 3 2 _ _ — C.O. I —- - — ---- -- - 2X10 RIDGE O 3'h RAILING / 0p --—- - - O 2X8 RR 5/4 DECKING OVER @16"OC 2X ACQ SLEEPERS ON 11/4 EPDM,FLASHED OVER 1 1/2 1 1/4 1 1/4 11/41) 11/44) 11/2 1 1/4 1 1/4 - 3/4"EXT.SHTG.(TYP) 3/4"SUBFLOOR �W.0 LAV' �V' W C LAV. SINK 2X'10 @16'OC(PITCHED) 14"TJ1230 WOODA F1 @16"OC 14"T11230 WOOD-1 FJ @16"OC 2X8 J [ �� W.M. D.W. — - — (3) 2X12 GIRDER (3)2X12 `r e B H SHOWER R.I.FF•AI � GIRDER it II ® ® II II li 3 11/4 2 i C.O. I1/2 11/40 11/40 2 2 I C.O. O i i 112"dia.FG I 12-dia.FG 3 i COLUMN COLUMN -- __ -- 6X6 ACQ ---- -- i i 6X6 ACQ POST i POST II li 4 II li 5/4 DECKING _ SLOPE" 1/4" PER FOOT PITCH TO DRAIN SE AC SYSTEM _ _ _ _ _ I I 2X8 ACQ DJ @16"OC EX.Fls (2)2X8 EX.FIs 2X8 DF#2 F1 @16-OC 2X8 ACQ @16rcc A , 4"C.l. SEPTIC SYSTEM TRAP HOUSE (4) 2X10 ACQ GIRDER ° ADD 3/8"STEEL TO 2X6 ACQ SILL PLATE ; (2)2X10 ACQ �j t SCHEMATICNG _ EACH SIDE OF GIRDER NEW STAIR TERMITE SHIELD g"PC WALL F 15 I O 12"dia CONC.PIER SILL SEAL I%.DAMPPROOF 12"dia CONC.PIER r 0 O cil REPLACE EX. 2"SLAB .� � LALLY COLUMN Z A 2'X2'XI'CON,C. FTG. 16"78"FTG. 2'X2'X1'CONC.FTG. EXIST.BLK. EXIST.BLK. (2)#4 REBAR FOUNDATION 7Z FOUNDATION O y.►T r A NEW 3'X3'XI'FTG. Z ~ SECT ION A—A �En T� z SCALE: 1/4" = 1'-O" Fq O z W H V) II—,"I a 2" ,^ Z 0 0 © © J0 0 0 0 2" e . • 00 2" �2. ® o e Qe • e •• • e O o PRESCRIPTIVE DESIGN PER R402, 2015 IECC: FLOOR SPACE R30 CEILING 49 0 0 e® R-VALUE R-VALUE: 3/4"APA PWWOOD SHEATHING 1/2"APA RATED SHEATHING GRADE PLYWOOD . •• • ® *EXCEPTION FLOORS : FENESTRATION 0.30 1/2"APA RATED SHEATHING (ALTERNATIVIVE:7/16"O.S.B.) cc FRAMING MEMBER IS R19 U-FACTOR: GRADE PLYWOOD e (ALTERNATIVIVE:7/16"O.S.B.) TOO SMALL ® . 99 • A GLAZED ° e 2X4 DFff2 SLAB (HEATED) (21PERIMIETER): R10 FENESTRATION NR 0 o STUDS S H C R: WINDOWSILLTYPICAL WINDOW OPENING e e ® FRAMED WALL R20 PANEL SPAN EQUAL OR SMALLER -VALUE: SKYLIGHT THAN 4 FEET 0.5 5 0 o U-FACTOR: ® e TYPICAL DOOR OPENING BASEMENT WALL DRAWN BY: MH PANEL SPAN GREATER THAN 4 FEET MULTIPLE PLYWOOD ASSEMBLIES AND EQUAL OR SMALLER TOGETHER WITH STA NLESS STEEL (CONDITIONED SPACE) 15/19 OR GALVIBOLTS W/WASHERS R-VALUE: 10/4/2017 THAN 6 FEET ANDD NUTS @ 2'-0"O.C. TYPICAL MULTIPLE OPENINGS PANEL SPAN GREATER THAN 6 FEET SCALE: SEE PLAN AND EQUAL OR SMALLER THAN 8 FEET WIND-BORNE DEBRIS PROTECTION FOR WOOD STRUCTURAL PANEL SHEET NO: ,AS PER SEC. 1609.1.2, 2015 IBC. ALTERNATIVE FOR OPENING PROTECTION (IF NOT USING IMPACT GLAZING) of NEW WINDIBORNE DEBRIS PROTECTION FASTENING SCHEDULE FOR WOOD STRUCTURAL PANELS WOOD STRUCTURAL PANELS WITH A MINIMUM THICKNESS OF 7/16" o DEct. '00 AND MAXIMUM PANEL SPAN OF 8 FEET SHALL BE PERMITTED FOR OPENING PROTECTION IN ONE-AND TWO-STORY BUILDINGS. PANELS SHALL BE PRECUT TO COVER GLAZED OPENINGS WITH ATTACHMENT HARDWARE PROVIDED. (REFER TO SECTION 1609.1.4, 1609.6.5 AND TABLE 1609.1.4 OF N.Y.S. RESIDENTIAL CONSTRUCTION CODE). THIS IS NOT A SUBSTITUTION FOR DESIGN-PRESSURE.ALL OPENINGS MUST HAVE DESIGN-PRESSURE UPGRADES WHERE APPLICABLE. r" ALL PANELS MUST BE CUT TO SIZE AND READY TO USE ON ANY NEW WINDOWS AND DOORS. SHUTTERS MUST BE MARKED FOR WHAT OPENING IT IS TO COVER. HARDWARE MUST ACCOMPANY SHUTTERS FOR INSTALLATION. WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS USE THE FOLLOWING APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT & GOOD CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. KING STUDS • • RAFTER WALL STUD ENDWALL CRIPPLE STUD BOTTOM PLATE o • o RIDGE LEDGER BATHTUB • HEADER DOUBLE JOIST SIDEWALL RAFTER JACK STUDS FLOOR USP NUMBER DESCRIPTION APPLICATION HOLD DOWN CONNECT TO 1 SIDE OF ALL CORNERS 1ST. ADSS ANCHOR TO FOUNDATION W/ ANCHOR BOLTS BATH / SPA TUBS TO HAVE A DOUBLE FLOOR JOISTS UNDER FOR ADDED SUPPORT CONNECT TO 1 SIDE OF ALL CORNERS ON LOCATION USP NUMBER DESCRIPTION APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION RAFTER SIZE USP NUMBER DESCRIPTION APPLICATION SUPPORT EACH WALL RUNNING PARALLEL WITH THE FLOOR 2ND. ADS5 HOLD DOWN BOTH BOT. PLATE OF 2ND FLOOR AND TOP ALL OPENINGS LSTA12 1-1/4"x12" 20go. STRAP APPLY TO EACH JACK STUD ROOF LSTA24 1-1/4"x24" 20go. STRAP APPLY OVER RIDGE TO EACH RAFTER2x6-2x8 LS26 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER JOIST DIRECTION WITH (2) JOISTS. UNDER WALL. ANCHOR PLATES OF 1ST. FLOOR. CONNECT THROUGH FOR JOIST NOT DIRECTLY UNDER PARALLEL WALLS, PROVIDE HE FLOORS TO EACH OTHER W/ THREADED ROD. ALL OPENINGS RT3 OR RT71 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 2X1 O LS210 18go. SLOPE HANGER APPLY TO EACH RAFTER / LEDGER BLOCKING ©24"OC WALL STUD THROUGH-ROOF EXHAUST VENTS SELECTED AND LOCATED BY CONTRACTOR METAL STRAP CRICKET AT TOP-SIDE OF VENTILATION CHANNEL RIM BOARD CHIMNEY RAFTER AS REQUIRED SILL PLATE(S) WALL SHEATHING RAFTERS MAINTAIN % VENTILATION V SIDEWALL FLASHING WOOD JOIST t '\ / FOUNDATION - - TOP PLATE BLOCKING FINISH WALL AND MOISTURE 2x4 LEDGER BLOCKING • BARRIER TO LAP FLASHING 2x4 SOFFIT JOIST STAPPING TO BE ATTACHED TO WALL STUDS @48"OC AT WALL -- MAINTAIN GAP ATTIC SHALL BE PROVIDED WITH A FASCIA AND ALL WINDOW/DOOR OPENING JACK STUDS BETWEEN WALL FINISH AND MINIMUM NET FREE VENTILATING AREA FLOOR JOIST DEPTH USP NUMBER DESCRIPTION APPLICATION ROOFING TO AVOID SOAKING WALL STUD NOT LESS THAN 1/150 OF THE AREA OF GUTTER THE SPACE VENTILATED. ALL OPENINGS WOOD GIRDER INSTALL 4'0" O.C. SHALL BE COVERED WITH CORROSION- ONTIN. SCREENED VENT 4" - 8" LSTA24 1-1/4"x24" 20go. STRAP AND JACK STUDS RESISTANT METAL MESH WITH MESH tcONTIN. SOFFIT / EXT. PLYWOOD ON ALL OPENINGSPROVIDE HEMMED EDGE AT OPENINGS OF 1/4 INCH IN DIMENSION. INSTALL 4'O" O.C. 0 FLASHING TO FORM CHANNEL LOCATION USP NUMBER DESCRIPTION APPLICATION SOFFITED EAVE AND SO AS TO MAINTAIN AIR 8" - 14" LSTA30 1-1/4"x30" 18go. STRAP AND JACK STUDS _ / GAP TO PREVENT CAPILLARYCONNECT TO ON ALL OPENINGS / ACTION 4" - 6" RAFTER RT10 10-3/4" x 18ga. TYDOWN ANCHOR EACH RAFTER PROVIDE BLOCKING BETWEEN JOISTS THAT ARE SPICED AND INSTALL 4'0" O.C. ROOF VENTILATION / OVER BEARING WALLS AND HEADERS x ga. 14" - 16" LSTA36 1-1/4"x36" 18go. STRAP AND JACK STUDS EACH RAFTER 8" - 12" RAFTER RT20 1-1/8" 20TYDOWN ANCHOlR CONNECT TO SOFFITED EAVE DETAIL ,' � � � ON ALL OPENINGS KEEP ROOFING NAILS OUT OF FLASHING 2ND. FLOOR WALL ' / ROOFING LAPS BASE V FLASHING 4 INCHES �-" O 1--I RAFTER BASE FLASHING WRAPS CORNERS, RIDGE CAP OF SAME EXTENDS UNDER SHINGLES AT MATERIAL AS ROOFING / SIDES 4 INCHES AND LAPS NAILED TO SHEATHING ( 1 w SHINGLES AT BASE MIN. 4 INCHES THROUGH VENT WOOD JOIST Fri TOP PLATE GIRDER/HEADER V SIDE WALL FLASHING 1ST. FLOOR WALL STAPPING TO BE ATTACHED TO WALL STUDS @48-OC WOOD JOIST AND ALL WINDOW/DOOR OPENING JACK STUDS METAL FLASHING AT ALL EAVES, SIDEWALLS, WALL STUDAND RAKES -- PROVIDE HEMMED EDGES SO RAFTERS 0"4 W r , FLOOR JOIST DEPTH USP NUMF3ER DESCRIPTION APPLICATION AS TO FORM DRAINAGE CHANNELS AND V INSTALL 4'O" O.C. PREVENT CAPILLARY ACTION z 4" - 8" LSTA36 1-1/4"06" 18go. STRAP AND JACK STUDS LOCATION USP NUMBER DESCRIPTION APPLICAl(ION PRE-MANUFACTUREDVol KEEP SHEATHING MIN. 1-1/2" ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH ON ALL OPENINGS CONNECT EACH RIDGE VENT FOLDS FROM PEAK TO ALLOW FREE THE PROPER STEEL CONNECTOR. RAFTER/PLATE RT15 TYDOWN ANCHOR110 INSTALL 4'0" O.C. RAFTER TO PLATE OVER RIDGE TO AIR PASSAGE IF ABLE, SET FIR JOISTS APROX. 1/2" HIGHER THAN LVL HEADERS • 01 8" - 16" MSTA46 1-1/4"x48" 16go. STRAP AND JACK STUDS CONFORM TO SLOPE TO ALLOW FOR SHRINKAGE. & REDUCE BUMP OUTS ON ALL OPENINGS PLATE/WALL SPTH4 STUD PLATE ANCHOR CONNECT OVER OF ROOF PLATES TO EACH STUD 0 0 DBL. SILL PLATE I �� TERMITE SHIELD f- ' SUBFLOOR SILL GASKET - WOOD JOISTS r NEOPRENE CONC. SLAB GASKET . 2x6 /2x8 CONTINUOUS WOOD PLATE TYP. CONC. FOUNDATION ( A 6 MIL. POLY - v ; DAMPPROOF EXTERIOR V GRANULAR FILL s s I BOLTED TO STEEL BEAM WITH 6MIL POLY ON EXTERIOR V STEEL COLUMN 1/2 " DIA. BOLTS CSA 48" o.c. STAG. r I , ' v A ` 4 ° 4 -� ° �° ° C ROOF JACK STEEL BEAM ° CONC. SLAB p • V ANCHOR BOLT ` e POURED CONCRETE: 7" T: �. ` / n o �'p � ( 4" x 1 4" x 8" STEEL V COMPACT FILL o r B LOCK WALL:: 15" ° ` TOP AND BOTTOM PLATE ROOFING LAPS V ° 4 ° ~ FLASHING AT WITH 1/2" x 6" ANCHOR BOLT KEYWAY FOOTING ° /` ° �'p p CONC. FTG. p Q p G °' SIDES AND TOP dr \ USE WITH 3x3 SQUARE WASHERS � 1/2" GROUT ^ ^ 4 ANCHOR BOLT CONNECTION (USP LBPS583 OR BP583) 00 3" STEEL COLUMN REINFORCING BAR FOUNDATION 5/8" DIA. ANCHOR BOLT _ DRAIN TILE ANCHOR BOLT CONNECTION SUPPORTING MAXIMIUM SPACING FLASHING LAPS ( 10 KIPS ) SILL PLATE TO FOUNDATIONROOFING AT BOTTOM CRAWL SPACE OR FOUNDATION) 1 STORY 72" OC TYPICAL BEAM DETAIL TYPICAL CONC. FOUNDATION. APPLY PILASTERS SILL PLATE TO FOUNDATION 2 STORIES 36" OC WHERE NEEDED FOR STRUCTURAL BRACING. MIN. 3" STEEL COLUMN ANCHORED TO 24"x24"x12" CONC. FTG. CRAWL SPACE OR FOUNDATION STEEL / BOTTOM BEARING ALL BOTTOM PLATE TO FOUNDATION 1-2 STORIES 57" OC SLAB-ON-GRADE ROOF JACKS & VENTS DETAIL SUB FLOOR CONC. SLAB I DOOR FRAME 6X6 10/10 WWM GARAGE JOIST COMPACT FILL DOOR I USE 2X8 STEEL BEAM �- FOR BLOCKOUT 4" SLAB • � � � W/ 6X6 WMM K) I SLOPE P.T. PLATE 4"DRIVEWAY NOTCH JOIST AND ADJUST HEIGHT DRAWN BY. MH p 1/2" AIR S ACE < < ° °° (WITH A NAILING PLATE IF NEEDED) AT END AND a• " �, ° o ° :• • °" , ° TO BE APROX. 1/2" OR HIGHER THAN : C�Zs:^ ES OF WOOD - ° STEEL BEAM TO ALLOW FOR SHRINKAGE GRADE <i ,'--- -----��-----z BEAMS I °, o ° ° 10/4/2017 �• - 'a o •a (PROVIDE STRAPPING TO KEEP JOISTS ALIGNED) y ' 4 ° 4 ° 412" D I- I ° �° ° ° . ° , ,p �,•l 'p 6X6 W.W.M. •'_ -4 e - 4 4-•, rs ° - MIN. ° •n�C c °C '^ t', �', A'' o ��. NOTCH BEAM FOR MUDSILL IF REQUIRED -- MAXIMUM I p p ° n A p illi I v----SUB FLOOR SCALE: SEE PLAN •� <t • REINFORCING BAR > NOTCH EQUALS 1/4 DEPTH OF BEAM ° °� °p° °° ��-� 101ST • C s REINFORCING BAR o' ° �/— DRAIN TILE �+s-----� III ' 4 � A 0° ° �° 12" '° e� SHEET METAL / 30# FELT UNDER BEAIw1 AT POINT m STEEL BEAM OF CONTACT WITH CONCRETE OR CONIC. BLOCK - L_����=iT�Ti= _ SHEET NO. °p°s 3„ PLATE (BOLTED TO B ° TYPICAL CONC. MONOLITHIC FOUNDATION. REINFORCE WITH (2) #4 REINFORCING BARS THICKEN SLABS BENEATH BEARING WALLS AND COLUMNS. ° A SHIMS TO LEVEL BEAM � F [JEWY REINFORCE FOOTING WITH (2) #4 REINFORCING BARS. 3" MINIMUM BEARING SURFACE FOR WOOD BEAM co cl-tz"pf GARAGE DOOR BLOCKOUT �k ,z. p BEAM POCKET s�QA 072 R� SI P �� �"'�✓f WIND LOAD PATH CONNECTION AND CONSTRUCTION DETAIL DRAWINGS CODE: 2015 IRC, 2016 NYS USE THE FOLLOWING OR APPROVED USP METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT'LOAD CAPACITY. CLIMATIC&GEOGRAPHIC DESIGN CRITERIA UNIFORM SUPPLEMENT GROUNE WIND SEISMIC FROST WINTER ICESHIELD FLOOD 4"MAX. SNOW SPEED DESIGN WEATHERINC LINE TERMITE DECAY DESIGN UNDERLAYMENT HAZARDS KING STUDS LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED - 20 PSF 130 B SEVERE 3 FT. MODERATE SLIGHT TO 11 NONE TO HEAVY MODERATE 4"DIA.MAXIMUM RAFTER CRIPPLE STUD DECK AND COVERED PORCH NOTES: LEDGER 1). Unless otherwise noted,all framing material to be#1 ACQ pressure treated lumber. RIDGE HEADER All fasteners,hangers and anchors to be galvinized or stainless steel. 2).Girders for deck joists to be bolted or anchored to each post or pier with washers and nuts Girders on concrete piers shall be anchored with proper steel connectors anchored z into concrete with a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. RAFTER JACK STUDS m 3).Posts supporting girders shall be anchored to a minimum 24"x24"x12"thick concrete footing.Use a minimum 1/2"dia x 7"long anchor bolt with washers and nuts. Footings Shall A "I�, be 3 ft.below grade. IP RAFTER-TO-LEDGER CONNECTION 4). Deck joists to have blocking at 8'0 o.c.. LEDGER TO BE CONNECTED TO BLDG. USING 1/2"DIA.BOLTS @16"OC WITH WASHERS HEADER-TO-POST/STUD CONNECTION RIDGE-TO-RAFTER CONNECTION RAFTER SIZE USP NUMBER DESCRIPTION I APPLICATION LOCATION USP NUMBERI DESCRIPTION APPLICATION 5). Flashing shall be installed between the building and ledger.Lapping up the sheathing LOCATION USP NUMBERI DESCRIPTION APPLICATION 2x6-2x8 LS26 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS LSTA12 1-1/4"x12"20ga.STRAP APPLY TO EACH JACK STUD and over the ledger.Ledger to be fastened to building with 1/2"dia.bolts with washers STAIR and nuts at 16"o.c. ROOF I LSTA24 1-1/4"x24"20ga.STRAP I APPLY OVER RIDGE TO EACH RAFTER 2X10 LS210 18ga.SLOPE HANGER APPLY TO EACH RAFTER/LEDGE ALL OPENINGS RT3 OR RT7 TYDOWN ANCHOR APPLY TO EACH CRIPPLE STUD 6).Concrete piers shall be a minimum 6"above grade. 1-1/2"SPACE 7).All joists to be supported with hangers and anchors.Each Joist shall also be anchored MINIMUM to girder(s). 1 11 RAFTER 8).Covered Roofs shall be assembled and anchored the same manner as a typical building. HANDRAILS RAFTER Use simpson hangers and anchors with Z-MAX tripple protective coating or equal RAFTER for any contact with ACQ. � �\ v l POST HANDRAIL NOTES: TOP PLATE All required handrails shall be of one of the following es TOP PLATE 9 g h'P BALUSTERS f_� or provided equivalent graspability. RIM/DECK JOIST ° 1).Type I.Handrails with circular cross section shall have an OPEN BALUSTER ATTACHED TO WALL WALL STUD WALL STUD o outside diameter of at least 1-1/4 inches and not greater ^.,s than 2 inches.If the handrail is not circular it shall have a perimeter dimension of at least 4 inches and not greater HANDRAIL CONNECTION RAFTER TO PLATE/STUD CONNECTION than 6-1/4 inches with a maximum cross section of ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH RAFTER TO PLATE/STUD CONNECTION LOCATION USP NUMBER DESCRIPTION APPLICATION dimension of 2-1/4 inches. OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS LOCATION USP NUMBER DESCRIPTION APPLICATION CONNECT EACH CONNECT TO RAFTER/PLAT RT15 TYDOWN ANCHOR 2).Type 11.Handrails with a perimeter greater than 6-1/4 SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN 4"-6"RAFTER RT10 10-3/4"x 18ga.TYDOWN ANCHOR RAFTER TO PLATE POST-TO-DECK CONNECTION inches shall provide graspable finger recess area on both CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL EACH RAFTER CONNECT OVER USE MIN. (2)1/2"DIA.GALV.BOLTS WITH WASHERS AND NUTS sides of the profile.The finger recess shall begin with a CONNECT TO PLATE/WALL SPTH4 STUD PLATE ANCHOR PLATES TO EACH STUD distance of 3/4 inch measured vertically from the tallest PROVIDE AN EQUIVALENT GRIPPING SURFACE 8"-12"RAFTER RT20 21-1/8"x 20ga.TYDOWN ANCHOR EACH RAFTER portion of the profile and achieve a depth of at least 5/16 U inch within 7/8 inch below the widest portion of the r profile.The required depth shall continue for at least 3/8 v O inch to a level that is not less than 1-3/4 inches below the z 4"MAX. tallest portion of the profile.The minimum width of the handrail above the recess shall be 1-1/4 inches to a 4"DIA.MAXIIMUM maximum of 2-3/4 inches. Edges shall have a minimum GIRDER/HEADER radius of 0.01 inches. M F+i w GIRDER/HEADER 4e ° NAILING SCHEDULE ° JOIST POST/COLUMN ° ° 4 >_", o ° ROOF SHEATHING: ZD POST/COLUMN NAIL NAIL JOINT DESCRIPTIONQT, SPACING NOTES V F-1 STRUCTURAL PANEL gd AS PER TABLE 3.8 GIRDER/HEADER Z P4 WFCM-SBC Cn Z 1 W O POST-TO-GIRDER/HEADER CONNECTION ROOF FRAMING: LOCATION USP NUMBER DESCRIPTION APPLICATION JOINT DESCRIPTION NAIL NAIL NOTES t ♦ z w QTY. SPACING V , SPLICED JOISTS OVER HEADER/GIRDER 4x4 SOLID COLUMN PBS44/PBSE44/KC44 POST CAP ANCHOR APPLY TO EACH COLUMN RAFTER TO 8'WALL:3-8d COMMON EACH DECK/ ORCH RAILING 6x6 SOLID COLUMN PBS66/PBSE66/KC66 POST CAP ANCHOR APPLY TO EACH COLUMN TOP PLATE 10'WALL:4-8d COMMO RAFTER TOE-NAIL LOCATION USP NUMBER DESCRIPTION APPLICATION POST-TO-GIRDER/HEADER CONNECTION— O1 CEILING JOIST 8'WALL:3488 COMMON EACH kJO_IST7TOG71RDER/HEADERI RT10 ITYDOWN ANCHOR CONNECT TO EACH JOISI HOLLOW COLUMN SIMPSON STRRI/2 H.C. ANCHOR APPLY TO EACH COLUMN USE MIN. (2) 1/2"DIA,GALV.BOLTS WITH WASHERS AND NUTS TO TOP PLATE 10'WALL:4-8d COMMO JOIST TOE-NAIL OO CEILING JOIST TO AS PER TABLE 3.7 EACH FACE ® 0 PARALLEL RAFTER WFCM-SBC LAP NAIL CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM-SBC LAP NAIL STU COLLAR TIE AS PER TABLE 3.4 EACH FACE ° TO RAFTER WFCM-SBC END NAIL �I BEARING PLATE BLOCKING EACH TOE GIRDER TO RAFTER 2-8d COMMON END NAIL ° RIM BOARD EACH END TO RAFTER 2 168 COMMON END NAIL ° WOOD JOIST WALL FRAMING: LEDGER II •',' NAIL NAIL ° GIRDER/HEADER I I CONCRETE PIER JOINT DESCRIPTION NOTES QTY. SPACING WOOD JOIST .',' .' TOP PLATE TO PER WOOD JOIST TOP PLATE 2-16d COMMOP I FOOT FACE NAIL ••' - TOP PLATES AT 4-16d COMMOI, JOINTS FACE INTERSECTIONS EA.SIDE NAIL FLUSH JOISTS WITH HEADER/GIRDER DOUBLE 2x STUD TO 2-16d COMMO 24" FACE I (MINIMUM) STUD O.C. NAIL CEILING JOIST TO BLDG.CONNECTION ALL JOISTS CONNECTED TO A FLUSH HEADER TO BE SUPPORTED WITH I FOR HEADER HEADER/GIRDER-TO-POST CONNECTION I HEADER TO 16"O.C. FACE LEDGER TO BE CONNECTED TO BLDG.USING 1/2"DIA. BOLTS @16"OC WITH WASHERS THE PROPER STEEL CONNECTOR. I OR BEAMLOCATION USP HEADER 16d COMMON ALONG EDGES NAIL IF ABLE,SET FIR JOISTS APROX.1/4"HIGHER THAN LVL HEADERS I NUMBER DESCRIPTION APPLICATION TO ALLOW FOR SHRINKAGE. ROD I I (2) BEAMS PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH PIE TOP OR BOTTOM 2-16d COMMO PER 2x4 STUD END REQUIRED I I PLATE TO STUD 3-168 COMMO PER 2x6 STUD NAIL FOR STU (3) BEAMS PAU66 OR WE66 POST/BEAM ANCHOR APPLY TO EACH PIE BOTTOM PLATE TO: PER I FLOOR JOIST,BAND 101ST, 2-16d COMMO FOOT FACE NAIL FLASHING TUCKED UNDER I END JOIST OR BLOCKING TOP PIECE OF SIDING AND LAPPED OVER FIRST CONTIN. PIECE OF SIDING BELOW THREADED ROD DECK FRAMING: " CNW COUPLER NUT JOINT DESCRIPTION NAIL NAIL NOTES QTY. SPACING 1/2 DIA.LAG BOLTS W/WASHERS JOIST TO: PER TOE CONNECTED TO BLDG. @16"OC POST 4-8d COMMON SSILL,TOP PLATE OR GIRDER JOIST NAIL @1 X16-OER c MINIMUM (2)THRu- END DISTANCE BRIDGING EACH 2-8d COMMON TOE BOLTS TO JOIST END NAIL P844 POST a p BLOCKING EACH TOE ANCHOR 'dia. _ _ D RAW N BY: MH FLOOR FRAMING n� PIER 16'TREAD ° •• o •o o ENDINIMAM v s^' TO JOIST 2-8d COMMON END NAIL 2x JOISTS BLOCKING TO: EACH TOE • ° •• '• 12"x12"x12" • 3-168 COMMO • o •• . > SILL OR TOP PLATE BLOCK NAIL DE o a CONIC.SLAB •°,a :: o ••$;• CONCRETE FOOTING 10/4/2017 •. (AS REQ.) '4'•P e BLOCKING FOR 101ST HANGER a `•v `•v LEDGER STRIP EACH FACE • � � 3-168 COMMO TO BEAM JOIST NAIL �'' CON >s 9 4 DECK PIER >, • •• JOIST ON(EDGER PER TOE LAG BOLTS ! b PIER . PER PLAN 3-8d COMMONSCALE: SEE PLAN 3'-0 " PIER HOLLOW COLUMN UPLIFT TO BEAM JOIST NAIL RIM JOIST/BD. G �' v�< °.�4a' SIMPSON STRONG TIE MODEL STRRI/2 TO JOIST JOIST NAIL n BAND JOIST PER END • °°• "~°•: INSTALL AS PER MANUFACTURE'S RECOMENDATIONS DECK POST FTG.CONNECTION 3 -168 COMMO •P e • ° LOCATION USP NUMBER DESCRIPTION APPLICATION BAND JOIST TO: PER SHEET N O. 4X4 POST PAU44 OR WE44 POST/BEAM ANCHOR APPLY TO EACH FOOTING SILL OR TOP PLATE 2-168 COMMO FOOT TOE NAIL DECK/PORCH LEDGER CONNECTION 6X6 POST PAU66 OR WE66 POST/BEAM ANCHOR I APPLY TO EACH FOOTING NEW Y0 CO^��, `R�rvP`r ES GENERAL NOTES WIND FRAMING NOTES NAILING SCHEDULE PLAN CONTENTS: 1). RIDGE-TO-RAFTER ASSEMBLY: ROOF FRAMING: OCCUPANCY CLASSIFICATION R3 RESIDENTIAL 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. NAIL NAIL BUILDING USE RESIDENTIAL DWELLING When a collar tie is used in leu of a ridge strap, the number of 10d common nails required JOINT DESCRIPTION QTY SPACING NOTES CONSTRUCTION NOTES: in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. RAFTER TO 8'WALL: 3-8d COMMON EACH BUILDING HEIGHT (SEE PLANS) TOP PLATE 10'WALL: 4-8d COMMORAFTER TOE-NAIL 1). The information within this set of construction documents is related to basic design 2). RAFTER-TO-WALL ASSEMBLY: TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) intent and framing details. They are intended as a construction aid , not a substitute Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in CEILING JOIST 8'WALL: 3-8d COMMON EACH for generally accepted good building practice and compliance with current New York accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters TO TOP PLATE 10'WALL: 4-8d COMMON JOISTTOE-NAIL State building codes. The General Contractor is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to CEILING JOIST TO AS PER TABLE 3.7 EACH FACE DESIGN CRITERIA CODE: 2015 IRC, 2016 NYS UNIFORM SUPPLEMENT construction details and procedures to ensure a professionally finished, structurally the to the wall stud with uplift connections. Roofs overhanging the rake side of the building PARALLEL RAFTER WFCM - SBC LAP NAIL shall be connected with uplift connections in accordance with table 3.3c. FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES sound and a weatherproof completed product. P • CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE OVER PARTITION WFCM -SBC LAP NAIL EXT. BALCONIES 60 2). The General Contractor is responsible for ensuring that all work and construction 3). WALL-TO-WALL ASSEMBLY: meets current federal, state, county and local codes, ordinances and regulations, etc. Wall studs above and studs below a floor level shall be attached with uplift connections in COLLAR TIE AS PER TABLE 3.4 EACH FACE DECKS 40 These codes are to be considered as part of the specifications for this building and accordance with table 3.3b. When wall studs above do not fall in line with studs below, the TO RAFTER WFCM - SBC END NAIL ATTICS w/o STORAGE 10 should be adhered to even if in variance with the plan. studs shall be attached to a common member in the floor assembly with uplift connectors in BLOCKING 2 - 8d COMN40N EACH TOE ATTICS w/STORAGE 20 accordance with table 3.3. TO RAFTER END NAIL DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) PER NYS 301.6 3). Dimensions shall take precedent over scaled drawings. RIM BOARD EACH END (LIVE LOADS PSF) (DO NOT SCALE DRAWINGS). 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER 2 - 16d COMMONEACH NAIL ROOMS (OTHER THAN SLEEPING) 40 First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift ROOMS (SLEEPING) 30 4). The designer has not been engaged for construction supervision and assumes no connectors. Steel straps shall have a minimum embedment of 7 inches in concrete WALL FRAMING: STAIRS 40 responsibility for construction coordinating with these plans, nor responsibility for foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under NAIL NAIL construction means, methods, techniques, sequences, or procedures, or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the JOINT DESCRIPTION NOTES GAURDRAILS ANY DIRECTION 200 precautions and programs in connection with the work. There are no warranties for a bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt QTY. SPACING (DESIGNED FOR CAT.C) TOP PLATE TO PER FACE NAIL EXPOSURE CATAGORY specific use expressed or implied in the use of these plans. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, 2 - 16d COMMO anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATE FOOT SEE NOTE: 1 LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION 5). Refer to the Window and Door schedule for exterior openings. corners. TOP PLATES AT JOINTS FACE ROOF - FOUNDATION DETAIL PAGE &GENERAL NOTE PAGE INTERSECTIONS 4- 16d COMMO EA. SIDE NAIL NAILING SCHEDULE SEE GENERAL NOTE PAGE 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: STUD TO 24" FACE or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE p PP 2 - 16d COMMON O.C. NAIL Sym.: attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and FIRE PROTECTION SMOKE ALARMS TO COMPLY WITH NFPA 72 AND NYS R314 IRC. 7). The General Contractor is to consult with the owner for all built-in items 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7" o.c. at panel HEADER TO 16d COMMON 16" O.C. FACE SMOKE &CO2 DETECTORS CARBON MONIXIDE ALARMS TO COMPLY WITH R315 IRC. such as bookcases, shelving, pantry, closets, trims, etc. edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER ALONG EDGES NAIL in table 3.15a-b. TOP OR BOTTOM 2 - 16d COMMO PER 2x4 STUD END TRUSS DESIGN N A - STANDARD STICK FRAME CONSTRUCTION 8). Wind load requirements shall be taken into account during construction. PLATE TO STUD 3 - 16d COMMO PER 2x6 STUD NAIL ENERGY CALCULATIONS 2015 IECC 6). TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: FOUNDATION NOTES: Type it exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO:FLOOR JOIST BAND JOIST, 2 - 16d COMMO PER FACE NAIL CLIMATIC & GEOGRAPHIC DESIGN CRITERIA length adjustment factors in table 3.16. END JOIST , BLOCKING FOOT SEE NOTE: 1,2 0 1). The General Contractor and Mason to review plans, elevations, details and notes to GROUND WIND SEISMIC FROST WINTER 10ESHIELD determine intended heights of finished floor(s) above typical grade. 7). INTERIOR SHEARWALL CONNECTIONS: FLOOR FRAMING: SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMENT FLOOD ^® HAZARDS L NAIL Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when NAI LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED 2). All footings to rest on undisturbed (virgin) soil. interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NOTES 2.4.4.2 and 2.2.4 respectively. JOIST TO: PER TOE QTY. SPACING MODERATE SLIGHT TO TO HEAVY MODERATE - 3). Provide 1/2" expansion joint material between concrete slabs and abutting 20 PSF 130 B SEVERE 3 FT. 11 NONE concrete or masonry walls occuring in exterior or unheated interior areas. 8). CONNECTIONS AROUND EXTERIOR WALL OPENINGS: SILL,TOP PLATE OR GIRDER 4 - 8d COMMON JOIST NAIL ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: Header and/or girder connections shall be attached with uplift connections in accordance BRIDGING EACH TOE [� 4). Any new concrete walls being attached to existing concrete structure shall with table 3.5.Window sill plates shall be have steel connectors in accordance with table TO JOIST 2 - 8d COMMON END NAIL NAIL SPACING NAIL SPACING AT INTERMEDIATE be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 3 SHEATHING LOCATION NOTES 5 r , BLOCKING EACH TOE AT PANEL EDGES SUPPORTS 1N THE PANEL FIELD V O A 5). Unless otherwise noted, all slabs on grade to be 2500 p.s.i.. Concrete to be TO JOIST 2 - 8d COMMON END NAIL 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 6" O.C. SEE NOTES: 1,3 Z poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs 9). CATHEDRAL CEILING ASSEMBLY: to be minimum 3-1/2 inch thick. All fill to be compacted to 95% relative density with Where a ridge is to be used as a structural beam, the rafters shall either be notched and BLOCKING TO: EACH TOE SEE NOTES: 1 ( BOTH FIELDS) 3 - 16d COMMO INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. W anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge SILL OR TOP PLATE BLOCK NAIL I I NOTE: 2 FOR PANEL FIELD a 6 maximum lifts (layers). along the open ceiling part of the building. Connections to the ridge and wall shall be be LEDGER STRIP EACH FACE GABLE ENDWALL RAKE AND RAKE TRUSS 8d COMMON @ 4" O.C. 8d COMMON @ 4" O.C. SEE NOTES: 1,3 w 6). Crawl spaces to be provided with a minimum 18"x24" access opening. Install one attached with the above requirements. TO BEAM 3 - 16d COMMO JOIST NAIL (�TO BEAM JOIST NAIL �„� Z PER TOE 3 - 8d COMMON 8x16 cast iron foundation vent for every 150 sq. ft. of area. DECK AND COVERED PORCH NOTES: JOIST ON LEDGER NOTES ® �+ 7). Dampproof exterior of foundation with bituminous coating as required by current THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. N.Y.S. Residential Construction Code, A 6-mil polyethylene film shall be applied over 1). Unless otherwise noted, all framing material to be#1 ACQ pressure treated lumber. BAND JOIST PER END (� the below rade portion of exterior walls prior to backfilling. All fasteners, hangers and anchors to be galvinized or stainless steel. TO JOIST 3 - 16d COMMO JOIST NAIL ZV g p p g• 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, 2 Girders for deck joists to be bolted to each BAND JOIST TO: PER TOE NAIL the 4 foot perimeter edge zone attachments required shall be used. (� �_, [-I 8 . Drainage as required b current N.Y.S. Residential Construction Code. )• ) post with washers and nuts. 2 - 16d COMMO g q Y Girders on concrete piers shall be anchored with proper steel connectors anchored SILL OR TOP PLATE FOOT SEE NOTE: 1 O FRAMING NOTES g R F S H EATH I N G: 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. (� into concrete with a minimum 1/2 dia x 7 long anchor bolt with washers and nuts. For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. r ♦ w 1). All framing techniques and methods as prescriptive design of current SBC High Wind 3). Posts supporting girders shall be anchored to a 12"x12"x12" thick concrete footing. JOINT DESCRIPTION NAIL NAIL V F� a Edition Wood Framing Construction Manual. Use a minimum 1/2" dia x 8" long anchor bolt with washers and nuts. Footings Shall be 3 ft. QTY. SPACnNG 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For "O below grade. Porches with covered roofs shall have 12" dia. concrete piers for the girders. STRUCTURAL PANEL gd AS PER TABLE 3.8 framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Z 2). Unless otherwise noted, all framing and structural wood material to be#2 + BTR. WFCM -SBC WALL SHEATHING REQUIREMENTS FOR WIND LOADS' 00 Douglas Fir. C> g 4). Deck joists to have blocking at 8'0 o.c.. CEILING SHEATHING: SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIATE NOTES Q 3). Floors, walls, ceilings and rafters to be spaced at 16 Inches o.c. unless noted 5). A minimum of 10 inch flashing shall be installed between the building and ledger. NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD otherwise. Ledger to be fastened to building with 1/2" dia. bolts with washers and nuts g JOINT DESCRIPTION QTYSPACINGSEE NOTES: 1 3 ( BOTH FIELDS) .•••-.s where needed. ��� 4' EDGE ZONE 8d COMMON @ 6" O.C. 8d COMMON @ 12" O.C. NOTE: 2 FOR PANEL FIELD 4). Unless otherwise noted , all bearing wall headers to be (2) 2x10 #2 + BTR. Doug. Fir. GYPSUM 7 O.C. EDGE WALLBOARD 5d COOLERS 10"'O.C . FIELD INTERIOR ZONE 8d COMMON @ 6" O. 8d COMMON @ 12" O.C. SEE NOTE: 3 Bearing wall headers to have (2) jack studs and (2) full length studs on each side of all 6). Concrete piers shall be a minimum 6" above grade. openings. LVL headers to have (3) jack studs and (2) full length studs on each side of WALL SHEATHING: Q openings. Bearing wall window sills shall also have (2) window sill plates for 2x4 wall 7)• All joists to be supported with hangers and anchors. Each Joist shall also be anchored NOTES openings between 4'1 and 60 and 2x6 wall openings between 5'11 and 8'9. Provide fire to girder(s). JOINT DESCRIPTION NAIL NAIL and blocking where applicable. QTY. SPACING THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. 8). Covered Roofs shall be assembled and anchored the same manner as a typical building. STRUCTURAL 8d COMMO AS PER TABLE 3.9 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment requirements shall 5). All flush beams/headers to be installed with heavy duty galvinized hangers and PANELS WFCM - SBC be used. anchors where applicable to all connecting joists. PLUMBING NOTES 7/16" OSB 6d COMMO 3" O.C. EDGE 6). Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1). All water supply, drainage and venting to be installed as per N.Y.S. Residential PLYWOOD 6" O.C. FIELD 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing members with Floors to have ceramic tile installed shall be verified for proper load capacity unless noted Construction Code. GYPSUM '7" O.C. EDGE G>0.49. For framing members with 0.42<G<, the nail spacings shall be reduced to 6 inches o.c. on plans. WALLBOARD Sd COOLERS 110 O.0 . FIELD 2 Verify septic system with the Engineer for Suffolk Count Health Department approval. 3). For exterior panel siding, galvinized box nails shall be permitted to be substituted for common nails. 7). Provide 2 - 1-3/4" thick microlams ( height to match floor joists) around stairwell and/ r ) Y P Y g y p pp FLOOR SHEATHING: other access openings unless otherwise noted (typical). 3). if wall studs, plates or joists are cut out during installation for any plumbing related work, NAIL NAIL provide adequate bracing and plates to protect and secure the structure. Verify with the JOINT DESCRIPTION 1).PROVIDE 5/8"TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 8). Dormers running up roof rafters are to be supported by double rafters on either side state code and ate bract g a recommendation les top for maximum hole size and spacing permitted. QTY. SPACING 2).USE SIMPSON HANGERS AND ANCHORS WITH 2-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. where applicable unless otherwise noted. STRUCTURAL PANELS 116" O.C. EDGE 3).INSTALL 1-Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. 9). Provide blocking/bridging in floor joists at 8'0 o.c.. Use solid blocking in floor joists HVAC SYSTEM NOTES 1" OR LESS I 8d COMMO 1.2" O.C. FIELD under all bearingwalls. NOTES:� as required by current NYS Residential Code-FIREBLOCKING REQUIRED 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety Fireblocking shall be provided to cut off all concealed draft openings(both vertical and horizontal) requirements. NOTE: and to form an effective fire barrier between stories,and between a top story and the roof space. 10). Provide insulation baffles at eave vents between rafters. Install draft blocking as THESE NOTES ARE ONLY TO BE REFERRED TO IF CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY Fireblocking shall be provided in wood-frame construction in the following locations. needed. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the MENTIONED IN SCHEDULE NOTES ONLY. EXISTING CONDITIONS. MINIMUM 3000#CAPACITY. 1).In concealed spaces of stud walls and partitions,including furred spaces,at the ceiling and floor equipment supplier. levels.Concealed horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 I1). Unless otherwise noted, all roofs and walls to have a minimum 1/2" thick, 4-ply Fir i). Nailing requirements are based on wall) sheathing feet.Batts or blankets of mineral or glass fiber shall be allowed as fireblocking in walls constructed CDX exterior sheathing grade plywood. Plywood to cover over plates and headers. SOIL COMPACTION: using parallel rows of studs or staggered studs. 3). HVAC subcontractor to provide final system layout drawing and submit it to the General nailed 6 on-center at the panel edge. If wall sheathing DRAWN BY: MH Contractor and owner for final review and approval. is nailed 3" on-center at the panel edge to obtain higher 1).NEW FILL TO BE CLEAN OF ORGANIC MATERIAL.CONTRACTOR 2).At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, 12). Unless otherwise noted use 3/4" thick T&G PTS Fir or Advantech plywood subfloor TO VERIFY EXISTING SOIL CONDITIONS PRIOR TO FILL. drop ceilings and cove ceilings. ELECTRICAL NOTES: shear capacities, nailing requirements for structural REMOVE AND ADD ADDITIONAL FILL AS NEEDED. adhered with PL400 adhesive and screwed to floor joists. Finished floor to be installed members shall be doubled, or alternate connectors, 3).In concealed spaces between stair stringers at the top and bottom of the run.Enclosed spaces 10/4/2017 over subfloor as per manufacture's instructions. such as shear plates, shall be used to maintain load path. 2)•COMPACTION OF NEW FILL SHALL BE AT LEAST 95%PROCTOR under stairs shall comply with current N.Y.S.Residential Code. 1). All electrical to a installed as perN.Y.S. Residential Construction Code. DENSITY(PER ASTM D 698 AND ASTM D 1557). COMPACT THE SOIL AT 12"LIFTS(TYPICAL).CONTRACTOR TO HAVE FILL 4).At openings around vents,pipes and ducts at ceiling and floor level,to resist the free passage of 13). All bathroom walls to have 1/2" thick moisture-resistant sheetrock. Garage walls and ) g • SCALE: SEE PLAN ceilings and over furnace to have 5/8" thick type-x sheetrock. All other parts of building 2). All electrical work shall be approved by a qualified Underwriter. 2). When wall sheathing Is continuous ovier connected TESTED BY A PROFFESSIONAL AGENCY FOR COMPACTION. flame and products of combustion. members,the tabulated number of nails shall be permitted 3).DO NOT BACKFILL UNTILL FIRST FLOOR DECK CONSTRUCTION, 5).For the fireblocking of chimneys and fireplaces,as required by current N.Y.S.Residential Code. to have regular 1/2" sheetrock. All walls to be taped and finished. 3). All electrical work to comply with 2014 NEC. to be reduced to] - 16d nail per foot. INCLUDING SUBFLOOR,IS COMPLETE. 14). All roof with a pitch less than 4:12 shall be installed with an Ice &Water barrier or an SHEET N O. approved equal. Flat roofs shall be applied with a Fiberglas base sheet with an EPDM Install Smoke detectors and Carbon Monoxide detectors throughout as per section R314 torch down type material over. and R315 of IRC. F NEW Y 16). All sill plates and wood in contact with concrete to be pressure treated. Sill plates to �P� 0E`R110 be installed with a foam sill gasket and cop-r-tex termite shield or approved equal. ~� s� U