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Home My WebLink About42704-Z �4�SUGFO(,f�pG Town of Southold 12/16/2019 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40938 Date: 12/16/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 415 Lakeside Dr., Southold SCTM#: 473889 Sec/Block/Lot: 90.-3-13 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/19/2018 pursuant to which Building Permit No. 42704 dated 5/21/2018 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: ONE FAMILY DWELLING WITH COVERED FRONT STOOP, DECK AND UNFINISHED BASEMENT, AS APPLIED FOR The certificate is issued to McCarrick M Real Est Inc of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-14-0035 04-16-2019 ELECTRICAL CERTIFICATE NO. 42704 10-04-2019 PLUMBERS CERTIFICATION DATED 10-5-2019 CSS Plumbing A e gnature o�5u 01�,�o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE D o� 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#: 42704 Date: 5121/2018 Permission is hereby granted to: Adler, Fred C/O Adrien Adler, Admin 49 Micmac Dr Dartmouth NS, B2X 21-14 To: construct a new single family dwelling as applied for per DEC, Trustees, and SCHD approvals. J At premises located at: 415 Lakeside Dr., Southold SCTM # 473889 Sec/Block/Lot# 90.-3-13 Pursuant to application dated 4/19/2018 and approved by the Building Inspector. To expire on 11/20/2019. Fees: SINGLE FAMILY DWELLING-ADDITIO TION $1,496.00 0 -NEW DWE $50.00 otal: 1,546.00 Building Inspect r 'Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 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 Z Date. 3- New Construction: ✓ Old or Pre-existing Building: (check one) Location of Property: �S 'LC��') - House No. Street Hamlet Owner or Owners of Property: Suffolk County Tax Map No 1000, Section Block 3 Lot 3 Subdivision Filed Map. Lot: Permit No. Q O Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Ce ' icate Final Certificate: (check one) Fee Submitted: $ r Applicant Signature O��OF SO(/l�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 CAR Q sean.deviinl'c-town.southold.ny.us Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: McCarrick M Real Estate Inc. Address: 415 Lakeside Dr South city Southold st. NY zip: 11971 Budding Permit# 42704 Section. 90 Block 3 Lot: 13 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA' Triangle Electric License No 4468-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 48 Ceding Fixtures 15 HID Fixtures Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 9 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 25 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment DW, Fridge, 1- Bath Exhaust Fan, Cold Water Ground and Ground Rod Notes: Inspector Signature: Date: October 4, 2019 S Devlin-Cert Electrical Compliance Form.xls , SDUryof Town Hall Annex Telcphonc(631)765-1802 54375 Main Road cs� Fax(631)765-9502 P.O.Box 1179 ' 0 Southold,NY 11971-0959 O Y BUILDING DEPARTMENT TOWN OF SOUTHOLD DEC 1 G 2019 CERTIFICATION Date: �� Ca Building PermitNo. Owner: M TG t1 Jae,•L AC� (Please print) Plumber: (Please print) Lead. I certify that the solder used in the water supply s m con less than 2/10 of 1% ' (Plumbers Signature) Sworn to before me this S ' day of , 2()� ALICIA GIL FNotaryPublic - State of New York NO 01G16158743 lified in Suffolk Count iss on Expires 2, Notary Public,—"-L'�–.._Caunty T -d Z9966Z6TE9 a-1o-jgwad ueQ d6a :01 61 01 100 qf SOUTH° h� l0 # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION , [%%I/FOUNDATION 1ST /0 [ ] ROUGH PLBG. [ ] 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: Avt &vlfww6lo Y#<L 6 694V Lo 143 .4 (6) t-&4�Ovi plo A/ Ito DATE / INSPECTOR ' Q2JA OF SOUTyD h� 'o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEG. FOUNDATION 2ND N® [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: A t • s DATE INSPECTOR t �aOF so(/l�o # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 2ND [ ] INSULATION [ ] RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: Y DATE INSPECTOR *pF SOUIho<o # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION , [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] 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: ccc L e r D DATE Lalltllr INSPECTO SOUTyo h� 'o * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ' [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND ( ] INSULATION [ ] 7AMING /STRAPPING [ ] FINAL [ FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARK'S: _ f lvri 1 ZlftV4 kV,4 ens DATE INSPECTOR q.v-+oq SOUTyo h� l0 # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]�ERICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REM RICS: C*A V,- wk o ✓ 60VAVAW�,- A- u/ c v cs0"VI&IL DATE INSPECTORDA pe OFSo(/Tyo 4 27 0 Lfrs krsJ,d,e TOWN OF SOUTHOLD BUILDING DEPT. `ycoum, 765-1802 --- 1 NSPECTION . [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) HouS� [ ] CODE VIOLATION ] CAULKING REMARKS: s�r � CAI AH (A! zt:7--nC., DATE INSPECTOR pF SOUlyolo # TOWN OF SOUTHOLD BUILDING DEPT. `yIO U 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION [ ] FRAMING /STRAPPING [ FINAL 4/6 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: -� c Ira 1�n�'�•/ nom- nv V4+i -wwls S�tck C (c POR to Sury fvs�,-� C, s DATE INSPECTOR i Of SO(/j�o # # TOWN OF SOUTHOLD BUILDING DEPT. �`y�nuun ' 765-1802 _= INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLDG: ] FOUNDATION 2ND [ SULAT ON/CAULKING [ ] FRAMING/STRAPPING [ ]] FINAL pi I [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION`- [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: I W 4.XC,(&eW MAmAeA olk DATE ® INSPECTOR n®me Energy Rating Certificate Property HERS 415 Lakeside Drive S. Rating Type: Confirmed Certified Energy Rater: Michael Fauci Sunset Construction Rating Date: 2019-09-26 Rating Number: MC190 415 Lakeside Dr S Registry ID: 043215876 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 61 Efficient Home Comparison: 39% Better Heating 46.8 $1051 37% General information Cooling 2.5 $160 6% J Conditioned Area 1932 sq. ft. House Type Single-family detached Hot Water 13.5 $278 10% Conditioned Volume 18145 cubic ft. Foundation Unconditioned basement Lights/Appliances 19.3 $1293 45% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $76 3% Mechanical Systems Features Total 82.0 $2858 100% Water Heating: Conventional, Fuel oil, 0.78 EF, 30.0 Gal. Heating: Fuel-fired air distribution, Fuel oil, 84.8 AFUE. Criteria Cooling: Air conditioner, Electric, 13.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 72.00 CFM25. 2015 IECC Performance Path Ventilation System Exhaust Only: 70 cfm, 23.2 watts. ECCC New York State 2016 Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat R-41.0 Slab None Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 659 Clg: 659 CFM50 Foundation Walls R-0.0 Method Blower door Michael Fauci ol p Energy Testing Services LLC Lights and Appliance Features 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric 631-244-2627 Refrigerator (kWh/yr) 620 Clothes Dryer CEF 2.62 Dishwasher (kWh/yr) 265 Ceiling Fan (cfm/Watt) 0.00' Certified Energy Rater: 07-. REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 415 Lakeside Drive S. City: Southold Builder Name: Sunset Construction Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-09-26 Outdoors Temp During Test: 75 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 0 No�✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes❑✓ No❑ Tvpe: Furnace❑Boiler❑✓ Heat Pumper Other❑ i z Vendne Type s Drat Sin ZlaQe Sip llape CO CO Efficiency Fuel Tvpe Circle Type) ascal (Worst Case (Natural) (Worst Case (Natural) Rating:84.8 NO PO 0_❑✓ED NQNOMO SE N/A Pa Pass❑✓ Fail_❑ PassEFailO NSA PPM NIA PPM Yes ❑✓ Tie: Standard Tank✓Indirect El TanUess ❑ Size: 30 0 Style Common Vent❑✓ Water Heater Primary: Il ❑ a ❑ No Instantaneous Commercial (See Note S below) (Gallons) Stand Alone s z Venting Type s DraftSip lla�e Spillage(Natural) C_O CO Efficiency Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.78 N❑P❑O aE0 N❑M❑S 0✓ N/A Pa. Pass Q✓ Fail 0 Pass❑✓_Fai10 N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO I 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 Fauci Rater Number: 8619824 Rater Signature: �' Date: 2019-10-04 RESNET Home Energy 'Rating Standard Disclosure For home located at: 415 Lakeside Dr S. City: Southold State: NY 1. The Rater or Raters employer is receiving a fee for providing the rating on this home. 2. In addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. A. Mechanical system design B. Moisture control or indoor air quality consulting C. Performance testing and/or commissioning other than required for the rating itself D. Training for sales or construction personnel E. Other(specify below) 3. ❑ The Rater or Raters employer is: A. The seller of this home or their agent B. The mortgagor for some portion of the financial payments on this home C. An employee, contractor or consultant of the electric and/or natural gas utility serving this home 4. 1�0 The Rater or Rater's employer is a supplier or installer of products, which may include: Installed in this home by: OR is in the business of: HVAC Systems Rater Employer Rater Employer Thermal Insulation Systems Rater Employer Rater Employer Air sealing of envelope or duct systems Rater Employer Rater Sc;. Employer Windows or window shading systems Rater Employer Rater Employer Energy efficient appliances Rater Employer Rater Employer Construction (builder, developer, construction contractor, etc.) Rater Employer Rater Employer Other (specify below): Rater Employer Rater Employer 5. ❑ This home has been verified under the provisions of Chapter 6, Section 603'Technical Requirements for Sampling of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). I attest that the above information is true and correct to the best of my knowledge. As a Rater or Rating Provider I abide by the rating quality control provisions of the Mortgage Industry National Home Energy Rating Standard as set forth by the Residential Energy Services Network (RESNET). The national rating quality control provisions of the rating standard are contained in Chapter One 4.C.8. of the standard and are posted at http://resnet.us/standards/RESNET_Mortgage_Industry_National_HERS_Standards.pdf. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Michael Caruso 7960376 Raters Pri ted Name Certification# September 23, 2019 Rater's Sign ture Date RESNET Form 0300-2 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. NY-ECCC 2016 Building UA Compliance Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.b1g Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 25.0 28.5 Above-Grade Walls: 129.1 137.4 Windows and Doors: 125.4 105.2 Basement Walls: 60.6 55.1 Overall UA (Design must be equal or lower): 340.1 326.3 Mandatory Requirements Shell UA Check PASSES Duct Insulation R-Value Check (per Section 403.3.1) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (NY-ECCC 2016) PASSES This home MEETS the overall thermal performance requirements and verifications of the Energy Conservation Code of New York State-2016 based on a climate zone of 4A. (Section 402, Energy Conservation Code of New York State- 2016.) Name Michael Caruso Signature G% �'"""7 Organization Energy Testing Services LLC. Date 23 September 2019 REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Energy Code Inspecti®n Checklist Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Registry ID: Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Date: 9/23/2019 Dr S. Southold-P-1 5.8.blg Building Information Conditioned Area (sq ft) 2865 Conditioned Volume (cubic ft) 25785 Insulated Shell Area (sq ft) 5452 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Energy Testing Services LLC.'s field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] I. Attic: A30+11(16/7.5)(2)FB (850 s.f.) R-11.0 continuous insulation, R-30.0 cavity insulation. Name: flat Insulation Grade: I II III Face / inset Comments/Location [ ] 2. Vaulted: V30(16)2(7.5) (110 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: slope Insulation Grade: I II III Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: 21(16/5.5)2(.5) (2227 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: amb Insulation Grade: I II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.15 [ ] 1. Window: 30 30 (18 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: bsmnt a 18.2 Orientation: East Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Energy Code Inspecti®n checklist Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Registry ID: Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Date: 9/23/2019 Dr S. Southold-P-15.8.big Windows and Skylights [ ] 2. Window: 30 30 (3 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: bsmnt w 2.6 Orientation: West Comments/Location [ ] 3. Window: 30 30 (72 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: f s 72 Orientation: South Comments/Location [ ] 4. Window: 30 30 (14 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: f s 14.0 Orientation: South Comments/Location [ ] 5. Window: 30 30 (90 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: f s 90 Orientation: South Comments/Location [ ] 6. Window: 30 30 (6 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: r e 6 Orientation: East Comments/Location [ ] 7. Window: 30 30 (45 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: b n 45 Orientation: North Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 2 of 6 Energy Code Inspection Checklist Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Registry ID: Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Date: 9/23/2019 Dr S. Southold-P-1 5.8.blg = Windows and Skylights [ ] 8. Window: 30 30 (9 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: b n 9 Orientation: North Comments/Location [ ] 9. Window: 30 30 (5 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: b n 4.5 Orientation: North Comments/Location [ ] 10. Window: 30 30 (36 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled 1-1-factors, describe features: Name: b n 36 Orientation: North Comments/Location [ ] 11. Window: 30 30 (40 s.f., West), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: l w 40 Orientation: West Comments/Location Doors [ ] 1. Door: 4.25 (21 s.f.), R-Value 4.3 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: Uninsulated N (955 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: slab Insulation Grade: I II III Face / inset Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 3 of 6 Energy Code Inspection Checklist Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Registry ID: Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Date: 9/23/2019 Dr S. Southold-P-15.8.big Foundation Walls [ ] 1. Wall: R13 HDSF CC 2" (1048 s.f.), Between conditioned space and ambient/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: amb Insulation Grade: I II III Face / inset Comments/Location Rim and Band Joists [ ] 1. Joist: rim amb (131 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: rim amb Insulation Grade: I II III Face / inset Comments/Location [ ] 2. Joist: band amb (131 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: band amb Insulation Grade: I II III Face / Inset Comments/Location Mechanical Equipment [ ] I. Water Heating: Conventional, Propane, 0.67 EF, 50.0 Gal. Make and Model Number [ ] 2. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 14.5 SEER. Make and Model Number [ ] 4. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Make and Model Number [ ] 5. Cooling: Air conditioner, Electric, 14.5 SEER. Make and Model Number REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 4 of 6 Energy Code Inspection Chec lis Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Registry ID: Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Date: 9/23/2019 Dr S. Southold-P-15.8.blg Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 100 cfm, 20.0 hrs/day, 23.2 watts. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1289) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 38.000 CFM @ 25 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 38.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <= 8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<= 6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 5 of 6 V Energy Code Inspection Checklist Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Registry ID: Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Date: 9/23/2019 Dr S. Southold-P-1 5.8.big Duct Leakage Code Requirements for IECC Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 6 of 6 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.b1g Property/Builder Inforrn"ation r_ Building Name Lakeside Dr S. Owners Name Sunset Construction Property Address 415 Lakeside Dr S. City, St, Zip Southold, NY 11971 Phone Number Builder's Name Sunset Construction Phone Number Email Address Plan/Model Name Community/Development single and seperate Identifier/Other Organization Inforrnatiori Organization Name Energy Testing Services LLC. Address 1648 Locust Ave Unit A City, St, Zip Bohemia , NY 11716 Phone Number 631-244-2627 Website www.energytestingservices.com Rad ng/RESNET'Information Provider ID 1998-146 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Michael Caruso Rater's ID 7960376 Raters Email mcaruso@energytestingservices.com Last Field Insp Rating Type Projected Rating Reason for Rating New Home Rating Number MC190 Rating Permit Date 09/12/2019 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.blg General Building Information Y. .M. � Area of Conditioned. Space(sq ft) 2865 Volume of Conditioned. Space 25785 Year Built 0 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A Foundation Wall Information �� Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) amb R13 HDSF CC 2" Cond->ambient/gm 131.0 8.0 6.0 2.0 0.054 0.073 * Uo Value Combo combines wall, airfilm, and soil path Foundation Wall Library List Foundation Wall: R13 HDSF CC 2" Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 13.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 2 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.btg Foundation Wall Library List Ins bottom 0.0 ft below grade Note MC (8/14/2018) 2" High Density Closed Cell Spray Foam Slab,Floor Information._ Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) slab Uninsulated N 955 6.0 131 131 0 >Slab.Floor Library List _ Slab Floor: Uninsulated N Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note LRim and`Band:Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade rim amb Cond > 131.00 0.0 13.0 2.0 16.0 1 0.078 ambient band amb Cond -> 131.00 0.0 21.0 5.5 16.0 2 0.054 ambient Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value amb 21(16/5.5)2(.5) Cond > ambient Medium 2227.00 0.064 s Above-Grade Wall Library List. Above-Grade Wall: 21(16/5.5)2(.5) Information From Quick Fill Screen REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 3 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.b1g Above-Grade Wall Library rList � tl_ _ w ____. _ _._��. _. _.____ Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 21.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 2 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (defined) 0.2300 Gypsum Thickness (in) 0.5 Note ,,Window Information Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sgft) (ft) (ft) (ft) Shading Shading Shading Shading bsmnt a 18.2 FndWaU 1 East 0.300 0.300 18.20 0.0 0.0 0.0 0.85 0.70 Complete Complete bsmnt w 2.6 FndWall 1 West 0.300 0.300 2.60 0.0 0.0 0.0 0.85 0.70 Complete Complete f s 72 AGWa[l 1 South 0.300 0.300 72.00 0.0 0.0 0.0 0.85 0.70 Some Some f s 14.0 AGWaLL 1 South 0.300 0.300 14.00 4.5 0.6 7.0 0.85 0.70 Some Some f s 90 AGWall 1 South 0.300 0.300 90.00 0.5 0.5 6.6 0.85 0.70 Some Some r e 6 AGWaLL 1 East 0.300 0.300 6.00 0.0 0.0 0.0 0.85 0.70 Some Some b n 45 AGWaU 1 North 0.300 0.300 45.00 0.0 0.0 0.0 0.85 0.70 Some Some b n 9 AGWalt 1 North 0.300 0.300 9.00 0.5 1.3 4.0 0.85 0.70 Some Some b n 4.5 AGWaU 1 North 0.300 0.300 4.50 0.5 1.3 4.0 0.85 0.70 Some Some b n 36 AGWatl 1 North 0.300 0.300 36.00 0.5 1.2 5.5 0.85 0.70 Some Some I.w 40 AGWaLL 1 West 0.300 0.300 40.00 0.0 0.0 0.0 0.85 0.70 Some Some E Door Information 1 Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front 4.25 AGWall1 21.0 0.193 4.3 No :Roof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 4 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.btg Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation flat A30+11(16/7.5 850.00 1063.00 Dark No Attic 0.028 No No slope V30(16)2(7.5) 110.00 110.00 Dark No Vaulted 0.045 No No Roof Library List Ceiling: A30+11(16/7.5)(2)FB Information From Quick Fill Screen Continous Insulation (R-Value) 11.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 7.5 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note Fiberglass Batt unknown cavity depth Ceiling: V30(16)2(7.5) Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 7.5 Cavity Insulation Grade 2 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 7.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 5 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.b[g JMechanical Equipment Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 DHW: .67 EF 50,Gal '(P) Water Heater Type Conventional Fuel Type Propane Energy Factor 0.67 Recovery Efficiency 0.75 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Heat: 92 AFUE 60k P SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 60.0 Seasonal Equipment Efficiency 92.0 AFUE Auxiliary Electric 550 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Cool: 14.5 SEER'18k, REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 6 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater[D:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-1 5.8.blg [Mechanical Equipment_ System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 14.5 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Heat: 92 AFUE 60k P SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 60.0 Seasonal Equipment Efficiency 92.0 AFUE Auxiliary Electric 550 Eae Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 50 Cool: 14.5 SEER.18k -- ~� System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 14.5 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Attic Performance Adjustment 100 REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 7 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631 -244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.big Mechanical Equipment Percent Load Served 50 DHW=Efficiencies� All bath faucets Et showers <= 2gpm false All DHW pipes fully insulated — R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 30 TOTAL Pipelength for longest DHW run 60 DWHR unit present? false DHW Diagnostics dhwGpd 53.96 peRatio 0.65 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.93 ewaste 21.32 Mains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 8 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.big Duct,Systems Name Sys 1 Conditioned Floor Area(sq ft) 1910.0 #of Returns 2 Heating System 92 AFUE 60k P Cooling System 14.5 SEER 18k Supply Duct Surface Area(sq ft) 386.8 Return Duct Surface Area(sq ft) 143.3 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned basement 100.0 8.0 Return Conditioned basement 100.0 8.0 Test Exemptions I ECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Total Duct Leakage Duct Test Stage Postconstruction Test LtO (based on Total DL) Total Duct Leakage Supply Et Return 10.00 CFM @ 25 Pascals 10.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Name Sys 2 Conditioned Floor Area(sq ft) 955.0 #of Returns 1 Heating System 92 AFUE 60k P Cooling System 14.5 SEER 18k Supply Duct Surface Area(sq ft) 193.4 REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 9 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.btg 'Duct SSystems Return Duct Surface Area(sq ft) 35.8 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Total Duct Leakage Duct Test Stage Postconstruction Test LtO (based on Total DL) Total Duct Leakage Supply Et Return 38.00 CFM @ 25 Pascals 38.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 10 of 14 Building Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.big Infiltration"and Mechanical Ventilation, Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 100 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 20.0 Fan Power (watts) 23.20 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summar Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.blg Lights and Appliances Rating/RESNET audit Ceiling Fan CFM / Watt 0.00 Refrigerator kWh/yr 691 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane Location Conditioned Moisture Sensing No CEF 2.32 Clothes Washer Location Conditioned LER (kWh/yr) 704 IMEF 0.331 Capacity (CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 12 of 14 ui tdi ng Summary Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.blg [Mandatory' _ IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 false Verified NY-ECCC 2016 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50% Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 13 of 14 Building Property Organization HERS Sunset Construction Energy Testing Services LLC. Projected Rating 415 Lakeside Dr S. 631-244-2627 Rating No:MC190 Southold, NY 11971 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder Lakeside Dr S. Sunset Construction Sunset Construction 415 Lakeside Dr S. Southold-P-15.8.big I.DOE Zero Energy Ready Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 14 of 14 Sunset Construction 415 Lakeside Dr S. Southold HVAC Load Calculations for Sunset Construction CMIA-W C Prepared By. Michael Caruso Energy Testing Services LLC. 1648 Locust Ave Unit A Bohemia, New York 11716 1-631-244-2627 Monday, September 23,2019 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D Rhvac-Residential&Light-Commercial HVAC Loads Elite Software Development,Inc. Energy Testing.Services LLC•° Sunset_Construction 415 Lakeside Dr S;Southold 1648 Locust Avenue.Suite A, Bohemia, NY'11716 Page 2 Project Report .°General Project Information,. Project Filename: C-\Users\Sales\AppData\Local\Elite Software\Rhvac 9\Sunset Construction 415 Lakeside Dr S Southold.rh9 Project Title: Sunset Construction 415 Lakeside Dr S. Southold Designed By: Rober James Higgins Architect Project Date- Monday, September 23, 2019 Client Name: Sunset Construction Company Name: Energy Testing Services LLC. Company Representative: Michael Caruso Company Address: 1648 Locust Ave Unit A Company City: Bohemia, New York 11716 Company Phone: 1-631-244-2627 Company E-Mail Address mcaruso@energytestingservices.com Design Data . , Reference City: Westhampton, New York Building Orientation- Front door faces South Daily Temperature Range. Medium Latitude 42 Degrees Elevation: 67 ft. Altitude Factor 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel Hum Rel Hum Dry Bulb Difference Winter- 10 9 n/a n/a 70 n/a Summer 83 71 56% 50% 75 30 Check Figdres „ Total Building Supply CFM 924 CFM Per Square ft.: 0 313 Square ft. of Room Area. 2,954 Square ft. Per Ton- 1,361 Volume (ft'): 22,627 Buildin Loads ; Total Heating Required Including Ventilation Air: 34,709 Btuh 34 709 MBH Total Sensible Gain 21,848 Btuh 84 % Total Latent Gain: 4,190 Btuh 16 % Total Cooling Required Including Ventilation Air: 26,038 Bt'uh 2.17 Tons (Based On Sensible + Latent) Notes x = Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions C\. \Sunset Const ... Southold rh9 Monday, September 23, 2019, 9 35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Sunset Construction 415Lakeside Dr-S.S_ outhold 1648 Locust Avenue Suite A,Bohemia,NY 11716 ` . -Pa e 3 Load Preview Report Net ft. Sen Lai Ne Sen Sy Sys Sys Duct Scope Ton rTor Are Gai r Gair Gain Loss Htg Clg Act Size CFM CFM CFM Building 2.17 1,361 2,954 21,848 4,190 26,038 34,709 320 924 924 System 1 120 1,628 1,951 11,94E 2,435 14,383 18,745 180 514; 514 9x1 Ventilation 658 1,535 2,194 4,938 Zone 1 1,951 11,289 900 12,189 13,807 180'` 514; 514, 9x1 1-BSMNT 955 1,718 0 1,718 5,543 72. 78; 78 1-5 2-Living Room 388 3,176 0 3,176 4,161 54- 1451 145 2-5 3-IGtchen 2.06 3,695 900 4,595 881 11 168 168 2-5 4-Bath 1 67 220 0, 220 860 11, 10 10, 1-4 5-Lower Foyer 143 233 0 233 585' 8- 11, 11 1-4 6-Bedroom 4 192' 2247 0 2247 1,777 23 102 102, 1-6 System 2 097 1,033 1,0.03 9,901 1,754 11,655 15,964 140 410' 410 9x Ventilation 658 1,535 2,194 4,938 Supply Duct Latent 187 187 Return Duct 246 33 279 279, Zone 1 1,003 8,996 0 8,996 10,747 140 410' 410 9x 7-Bedroom 2 160 624, 0, 624 2,067 27 28, 28, 1-4 &-Bath 2 52 180 0 180 647, 8 81 8 1-4 9-Bedroom 3 215 3,919 0 3,919 2,783 36 179, 179 2-6 10-Upper Foyer 120 228 0 228 254 3, 10: 10 1-4 11-Master Bath 91 256 0 256 776 10 12' 12 1-4 12-Masterwic 75 184 0 184 961 13' 8' 8 1-4 13-Master Bedroom 1 290 3,606 0' 3,606 3259 42; 164 164 2-5 C,\.. \Sunset Const. . Southold.rh9 Monday, September 23, 2019, 9:35 AM Rhvae-Residential$Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC s Sunset Construction 415 Lakeside_ Dr S•Southold 1648 Locust Avenue Suite A,'Bohemia,NY 11716 Duct Size Preview Room or Source Minimu Maximu Rough Desig SP Duc Duc Htg CIg Act. Duct Duct Name Veloci Veloci Facto L/10 Loss Veloci Lengt Flow Flow Flow Size System 1 Supply Runouts Zone 1 1-BSMNT Built-In 450 750 001 0.1 574.1 72 7 78 1-5 2-Living Room Built-In 450 750 001 0.1 530.7 54 14 145 2-5 3-Kitchen Built-In 450 750 001 01 617.4 11 16 168 2-5 4-Bath 1 BuiIWn 450 750 001 01 115.1 11 10 1-4 5-Lower Foyer BuiIWn 450 750 001 01 121.4 8= 11 1-4 6-Bedroom 4 'Built-In 450 750 001 01 521.5 23 'i02 102 1-6 Other Ducts in System 1 Supply Main Trunk Built-In 650 900 0.003 01 685.9 180 ., 51 I 514 9x1 System 2 Supply Runouts Zone 1 7-Bedroom 2 Built-In 450 750 001 01 3256 27 28 1-4 8-Bath 2 Built-In 450 750 001 01 939 8 8� 8 1-4 9-Bedroom 3 Built-In 450 750 001 01 4547 36[_` 17 179 2-6 10-Upper Foyer Built-In 450 750 001 01 118 8 3, 10' 1-4 11-Master Bath Built-In 450 750 001 01 1339 10 12 1-4 12-Master WIC Built-In 450 750 001, 0 1 958 13 8 8 1-4 13-Master Bedroom 1 Built-In 450 750 001 01 6025 42'-:-,164 164 2-5 Other Ducts in System 2 Supply Main Trunk Built-In 650 900 0 003 01 728 7 140 = 410 410 9x Summary System,1 Heating Flow 180 Cooling Flow 514 System 2 Heating Flow 140 Cooling Flow 410 C:\ . \Sunset Const. . Southold rh9 Monday, September 23, 2019, 9.35 AM Rhvac-Residential&Light Commercial HVAC Loads ;Elite Software Development,,lnc. 'Energy Testing Services LLC Sunset Construction 415 Lakeside Dr S.Southold '1648 Locust Avenue Suite A,Bohemia, NY 11716' Pae 5 Total Building Summary Loads Component,' Area Sen< ;{.;` `Lat Sena`- Total. z Description 'Quan-,, Loss;4`.;, Gain Gain. Gain (.30, 30)- Glazing-0 30, 0.30, U-value 0 3, SHGC 0.3 316.7 5,701 0 5,854 5,854 R13-2"CCSF: Wall-Basement, Custom, 2" Closed Cell 987.3 4,503 0 582 582 Spray Foam R-13, U-value 0 076 12F=0bw: Wall-Frame, R-21 insulation in 2 x 6 stud 1983 7,732 0 462 462 cavity, no board insulation, brick finish, wood studs, U-value 0.065 Custom1-R41: Roof/Ceiling-Under Attic with Insulation on 1003 1,445 0 1,516 1,516 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-41 Flat Ceiling, U-value 0.024 Subtotals for structure. 19,381 0 8,414 8,414 People: 0 0 0 0 Equipment. 900 10,005 10,905 Lighting: 0 0 0 Ductwork- 3,712 219 1,799 2,018 Infiltration Winter CFM. 26, Summer CFM: 0 1,740 0 0 0 Ventilation- Winter CFM: 150, Summer CFM. 150 9,876 3,070 1,317 4,387 Exhaust: Winter CFM 100, Summer CFM: 100 AED Excursion: 0 0 314 314 Total Building Load Totals` 34,709 4,190 21,848 26,038 Ciieckfid u'res.. Total Building Supply CFM- 924 CFM Per Square ft.: 0 313 Square ft. of Room Area 2,954 Square ft. Per Ton: 1,361 Volume (ft'): 22,627 Bui►din"°Loads " Total Heating Required Including Ventilation Air 34,709 Btuh y 34709 MBH Total Sensible Gain: 21,848 Btuh 84 % Total Latent Gain: 4,190 Btuh 16 % Total Cooling Required Including Ventilation Air: 26,038 Btuh 2.17 Tons (Based On Sensible+ Latent) =Notes:¢' - • ` • G -_ ,Y. ° Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th"Edition, Version 2, and ACCA Manual D All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions C.\...\Sunset Const . Southold.rh9 Monday, September 23, 2019, 9 35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Sunset Construction 415 La_ke_side Dr S.Soutliol_d 1648 Locust Avenue-Suite A,Bohemia,TNY 11716 Pa e 6 System 1 Sys 1 Summary Loads Component Area,` ' Sen: lat; = Sen r Total- Descri tion _- Quan.`. Loss Gain 'x=. fi Gain Gain, (.30,.30): Glazing-0 30, 0.30, U-value 0.3, SHGC 0.3 194.7 3,505 0 3,704 3,704 R13-2"CCSF: Wall-Basement, Custom, 2" Closed Cell 987.3 4,503 0 582 582 Spray Foam R-13, U-value 0.076 12F-Obw Wall-Frame, R-21 insulation in 2 x 6 stud 1041 4,059 0 243 243 cavity, no board insulation, brick finish, wood studs, U-value 0 065 Subtotals for structure. 12,067 0 4,529 4,529 People: 0 0 0 0 Equipment: 900 6,735 7,635 Lighting 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM. 26, Summer CFM: 0 1,740 0 0 0 Ventilation. Winter CFM. 75, Summer CFM: 75 4,938 1,535 658 2,194 Exhaust Winter CFM: 50, Summer CFM, 50 AED Excursion: 0 0 25 25 System 1 Sys 1 Load Totals. 18,745 2,435 11,948 14,383 ::_Check Figures , Supply CFM. 514 CFM Per Square ft : 0.264 Square ft. of Room Area: 1,951 Square ft Per Ton: 1,628 Volume(ft'): 14,551 System Loads,, Total Heating Required Including Ventilation Air 18,745 Btuh 18.745 MBH Total Sensible Gain: 11,948 Btuh 83 % Total Latent Gain 2,435 Btuh 17 % Total Cooling Required Including Ventilation Air, 14,383 Btuh 1.20 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C.\ .\Sunset Const . . Southold rh9 Monday, September 23, 2019, 9:35 AM Rhvac-Residential&Light,Commercial HVAC Loads Elite'Software Development,Inc. Energy Testing Services LLC SunsefConstru_ction 415 Lakeside•br S.Southold 1648 Locust Avenue Suite A,Boherriia,_I`Y '11716 Pa e 7 FS- stem 2 Sys 2 Summary Loads Component, Area= . Sen h • u:°,°Lat Sen Total Descri tion ° s Quan b Losse Gain i� '__Gain :'Gain°: (.30,.30): Glazing-0.30, 0.30, U-value 0 3, SHGC 0.3 122 2,196 0 2,150 2,150 12F-Obw Wall-Frame, R-21 insulation in 2 x 6 stud 942 3,673 0 219 219 cavity, no board insulation, brick finish, wood studs, U-value 0 065 Custom1-R41: Roof/Ceiling-Under Attic with Insulation on 1003 1,445 0 1,516 1,516 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom R-41 Flat Ceiling U-value 0.024 Subtotals for structure. 7,314 0 3,885 3,885 People: 0 0 0 0 Equipment: 0 3,270 3,270 Lighting: 0 0 0 Ductwork: 3,712 219 1,799 2,018 Infiltration Winter CFM: 0, Summer CFM: 0 0 0 0 0 Ventilation Winter CFM: 75, Summer CFM: 75 4,938 1,535 658 2,194 Exhaust: Winter CFM 50, Summer CFM- 50 AED Excursion 0 0 289 289 System 2 Sys 2 Load Totals: 15,964 1,754 9,901 11,655 Check Figures. Supply CFM: 410 CFM Per Square ft: 0.409 Square ft. of Room Area: 1,003 Square ft. Per Ton 1,033 Volume (ft') 8,076 `System Loads Total Heating Required Including Ventilation Air: 15,964 Btuh 15 964 MBH Total Sensible Gain 9,901 Btuh 85 % Total Latent Gain: 1,754 Btuh 15 % Total Cooling Required Including Ventilation Air: 11,655 Btuh 0.97 Tons (Based On Sensible+ Latent) :Notes � . .� - . - ; . • ro Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C.\ .\Sunset Const .. Southold rh9 Monday, September 23, 2019, 9 35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Sunset Construction 415 Lakeside Dr S.Southold 1648 Locust Avenue Suite A,Bohemia, W 11716 Pa 'e 8 E ui ment Data - System 1 - Sys 1 Cooling System Type: Standard Air Conditioner Outdoor Model 24ACC618A*030* Indoor Model- FX4DNF019L Tradename: CARRIER AIR CONDITIONING Outdoor Manufacturer: CARRIER AIR CONDITIONING AHRI Reference No.: 9177999 Nominal Capacity: 18,000 Adjusted Capacity: 17855 Adjusted Sensible Capacity 12283 Adjusted Latent Capacity: 5572 Efficiency: 16 SEER Heating System Type Propane Furnace Model: R92PA0601317MSA Tradename: RHEEM,RUUD Manufacturer: RHEEM SALES COMPANY, INC. Description: Natural Gas or Propane Furnace Capacity: 52,000 Efficiency: 92 AFUE This system's equipment was selected in accordance with ACCA Manual S Manual S equipment sizing data- SODB: 83F, SOWB: 71 F, WODB: 10F, SI DB- 75F, SIRH 50%, WI DB: 70F, Sen. gain: 11,948 Btuh, Lat. gain: 2,435 Btuh, Sen loss 18,745 Btuh, Entering clg. coil DB- 76.2F, Entering clg. coil WB: 63.8F, Entering htg. coil DB- 45F, Clg coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 514 CFM, Req htg. airflow: 180 CFM C:\ . \Sunset Const. . Southold rh9 Monday, September 23, 2019, 9.35 AM Rhvac-Residential-&Light Commercial HVAC_ Loads _ a Elite Software Development,.Inc. Energy_Testing'Ser ices LLC Sunset Construction 415Lakeside'Dr S..Southold' 1648,Lo6ust Avenue Suite A,'Bohemia,NY.11716{ Equipment Data - System 2 - Sys 2 Cooling System Type. Standard Air Conditioner Outdoor Model- 24ACC618A*030* Indoor Model: FX4DNF019L Tradename: CARRIER AIR CONDITIONING Outdoor Manufacturer CARRIER AIR CONDITIONING AHRI Reference No . 9177999 Nominal Capacity: 18,000 Adjusted Capacity: 17990 Adjusted Sensible Capacity: 12192 Adjusted Latent Capacity: 5798 Efficiency: 16 SEER Heating System Type: Propane Furnace Model. R92PA0601317MSA Tradename: RHEEM,RUUD Manufacturer: RHEEM SALES COMPANY, INC. Description- Natural Gas or Propane Furnace Capacity: 52,000 Efficiency. 92 AFUE This system's equipment was selected in accordance with ACCA Manual S Manual S equipment sizing data- SODB: 83F, SOWB- 71F, WODB. 10F, SIDB 75F, SIRH: 50%, WIDB: 70F, Sen. gain 9,901 Btuh, Lat. gain: 1,754 Btuh, Sen loss: 15,964 Btuh, Entering clg. coil DB: 77F, Entering clg. coil WB- 64 4F, Entering htg coil DB: 37F, Clg coil TD 20F, Htg. coil TD: 70F, Req. clg. airflow: 410 CFM, Req. htg. airflow: 140 CFM C-\ ..\Sunset Const . Southold.rh9 Monday, September 23, 2019, 9 35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,'I'nc. Energy Testing Services LLC Sunset Construction 415 Lakeside Dr S.Southold 1648 Locust Avenue Suite A, Bohemia, NY 11716 Pa a 10 Manual S Performance Data - System 1 - Sys 1 Loads and Design Conditions Cooling: Outdoor Dry Bulb: 83 Sensible Gain: 11.948 Outdoor Wet Bulb: 71 Latent Gain: 2.435 Indoor Dry Bulb: 75 Total Gain: 14.383 Indoor RH- 50 Load SHR: 0.83 Supply Airflow: 550 Entering Dry Bulb: 76.2 Entering Wet Bulb: 638 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 18.745 Indoor Dry Bulb: 70 Entering Dry Bulb: 450 Indoor RH' 30 Supply Airflow 180 Equipment Performance Data at S stem Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: 24ACC618A*030*+FX4DNF019L, Nominal Capacity. 18 000, Manufacturer: CARRIER AIR CONDITIONING Entered Interpolation Data: �^ EDB . . 76.2 OF ' EWB Air Flow ODB n Total Power OF e z Capacity Input F CFM F Sensible MBtuh kW SIF Capacity MBtuh 525 X75 18.14 1.18 0.673 12. 6 ' 85 17.28 1.32 0 685 11.8 600 X75 18.55 1.2 0.702 1302 17.64 1.34 0.717 12 6 52 4'75 19.59 1.18 0.648 126 6 F ..�.._85 18.66 1.32 0 66 12 3 600 75 19.99 1.2 0.678 13.5 - 19.03 1.35 0.693 13.1 Interpolation Results: Percent Load of Load Sensible Capacity: 12.283 11.948 103% Latent Capacity: 5.572 2.435 229% Total Capacity: 17.855 14 383 124% Power Input 1.30 Heating: Model Type: Propane Furnace, Model. R92PA0601317MSA, Nominal Capacity. 52.000, Manufacturer: RHEEM SALES COMPANY, INC. Results: Percent Load of Load Heating Capacity: 52 000 18.745 277% C\. .\Sunset Const . Southold rh9 Monday, September 23, 2019, 9.35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Sunset Construction 41.5 Lakeside Dr S.Southold 1648 Locust Avenue Suite A,Bohemia,NY 11716Il Pae 11 Manual S Performance Data - System 2 - Sys 2 Loads and"Desi n Conditions''. Cooling: Outdoor Dry Bulb: 83 Sensible Gain- 9.901 Outdoor Wet Bulb: 71 Latent Gain: 1.754 Indoor Dry Bulb: 75 Total Gain 11.655 Indoor RH: 50 Load SHR. 0.85 Supply Airflow 535 Entering Dry Bulb: 77 Entering Wet Bulb: 64.4 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 15.964 Indoor Dry Bulb: 70 Entering Dry Bulb 37.0 Indoor RH: 30 Supply Airflow: 140 Equipment Performance Data'at System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Model: 24ACC618A*030*+FX4DNF019L, Nominal Capacity: 18.000, Manufacturer: CARRIER AIR CONDITIONING Entered Inter olation Data: EDB i 77°F EWB Air Flow ODB Total Power I °F CFM °F Capacity InputSensible, MBtuh kW S/T Capacity MBtuh ` 4 525 75 18.14 1.18 0.673 12. 63 85 17.28 1.32 0.685 118 a �, ` 75 1855 1.2 0.702 13.0 85 17.64 1.34 0.717 12.6 . X525 6 75 19.59 118 0.648 12.6 6 85 18.66 1.32 0.66 12.3 - ,,001 75 19.99 12 0 678 13.5 �`"' 85 19.03 1.35 0.693 131 Interpolation Results: Percent Load of Load Sensible Capacity: 12.192 9.901 123% Latent Capacity: 5.798 1 754 330% Total Capacity* 17.990 11.655 154% Power Input: 1.30 Heating: Model Type: Propane Furnace, Model- R92PA0601317MSA, Nominal Capacity 52 000, Manufacturer: RHEEM SALES COMPANY, INC Results: Percent Load of Load Heating Capacity: 52 000 15.964 326% C\. \Sunset Const .. Southold rh9 Monday, September 23, 2019, 9:35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Sunset Construction 415 Lake_side Dr S.Southold 1648 Locust Avenue Suite A, Bohemia, NY 11716 Pae 12 System 1 - Hourly Room Net Gain System 1 Hourly Room Net Gain 5,000 ... .. ... ... ... ... .... .. ... ... 4,000 . .. .. ... ... ... ... ..... .. ... ... . . . ... . ..... .. ...... . . . ... . 3,000 ... ... .... ... ..... r CF d z 2,000--- ....... ... ... ... .... ... ... .... . any_ 1,000--- 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —'?— BSMNT(370%) --■— Living Room(65%) Kitchen(1%) Bath 1 (83%) Lower Foyer(931/o) t Bedroom 4(250/.) Note Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C•\ .ASunset Const... Southold.rh9 Monday, September 23, 2019, 9:35 AM Rhvac-Residential&Light Commercial HVAC Loads. Elite Software Development,Inc., Energy Testing Services LLC S_unset Construction 415 Lakeside Dr S' Southol 1648 Locust Avenue Suite A,Bohemia, NY 11716 INV Pae 13 System 2 - Hourly Room Net Gain System 2 Hourly Room Net Gain 5,000 ... . . ... ... ...... ... .... ....... ............ . ... ... ... ..... .. . ..... 4,000 .. _ ...... ... .... .. .. .. ... 3,000 ....... ...... ... ... ... . .. L I� C l0 0 w d 2 2,000 ... ... . ... ... .. ... ... ... ... ... ... . ... 1,000 . .. ... ... . .. . .. ... .. 0 8 am 9 am 10 am 11 am 12 pm 1 pm 2 pm 3 pm 4 pm 5 pm 6 pm 7 pm Time of Day —� Bedroom 2(34%) W— Bath 2(27%) -z Bedroom 3(28%) --�-- Upper Foyer(01/o) Master Bath(19%) t Master WIC(00/6) Master Bedroom 1 (200%) Note: Glass gain as a percent of net gain is shown in parenthesis. Although floor, roof, wall and door gains also vary throughout the day, for this graph and in Manual J glass gains are the only ones that fluctuate. C•\. .\Sunset Const... Southold.rh9 Monday, September 23, 2019, 9:35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,,Inc. Energy Testing Services LLC Sunset"Cons'truction`_415 Lakeside Dr S.Southold 1648 Locust Avenue Suite A,Bohemia, NY'11716 w / Pa a 14 System 1, Zone 1 Summaty Loads (Average Load Procedure for Rooms) Component Area Sen Late'.' Sen! Total- Description Quan Loss Gain f Gain. Gain (.30, 30)- Glazing-0.30, 0.30, U-value 0 3, SHGC 0.3 194.7 3,505 0 3,704 3,704 R13-2"CCSF- Wall-Basement, Custom, 2" Closed Cell 987.3 4,503 0 582 582 Spray Foam R-13, U-value 0.076 12F-Obw: Wall-Frame, R-21 insulation in 2 x 6 stud 1041 4,059 0 243 243 cavity, no board insulation, brick finish, wood studs, U-value 0.065 Subtotals for structure: 12,067 0 4,529 4,529 People: 0 0 0 0 Equipment: 900 6,735 7,635 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 26, Summer CFM. 0 1,740 0 0 0 System 1, Zone 1 Load Totals: 13,807 900 11,289 12,189 Check Figures Supply CFM: 514 CFM Per Square ft.: 0.264 Square ft. of Room Area- 1,951 Square ft Per Ton: 1,921 Volume(ft'): 14,551 ZoniBIoads° Total Heating Required: 13,807 Btuh 13.807 MBH Total Sensible Gain: 11,289 Btuh 93 % Total Latent Gain. 900 Btuh 7 % Total Cooling Required: 12,189 Btuh 1.02 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\ . \Sunset Const . Southold rh9 Monday, September 23, 2019, 9:35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC Sunset Construction 415 Lakeside Dr S.Southold 1648 Locust Avenue Suite A,Bohemia, NY 11716 Pae 15 System 2, Zone 1 Summary Loads (Average Load Procedure for Rooms) Component Area SenLat'' Sen,' Total Description a Quan 'Loss Gain, Gain, Gain (.30, 30). Glazing-0 30, 0.30, U-value 0 3, SHGC 0.3 122 2,196 0 2,150 2,150 12F-Obw. Wall-Frame, R-21 insulation in 2 x 6 stud 942 3,673 0 219 219 cavity, no board insulation, brick finish, wood studs, U-value 0.065 Custom1-R41: Roof/Ceiling-Under Attic with Insulation on 1003 1,445 0 1,516 1,516 Attic Floor(also use for Knee Walls and Partition Ceilings), Custom, R-41 Flat Ceiling, U-value 0.024 Subtotals for structure: 7,314 0 3,885 3,885 People: 0 0 0 0 Equipment: 0 3,270 3,270 Lighting- 0 0 0 Ductwork. 3,433 0 1,552 1,552 Infiltration: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2, Zone 1 Load Totals: 10,747 0 8,996 8,996 Check Figures Supply CFM 410 CFM Per Square ft.: 0.409 Square ft. of Room Area: 1,003 Square ft. Per Ton: 1,338 Volume (ft'): 8,076 Zone Loads Total Heating Required: 10,747 Btuh 10.747 MBH Total Sensible Gain 8,996 Btuh 100 % Total Latent Gain: 0 Btuh 0 % Total Cooling Required: 8,996 Btuh 0.75 Tons (Based On Sensible+ Latent) Notes, Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C.\.. \Sunset Const. . Southold.rh9 Monday, September 23, 2019, 9.35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Energy Testing Services LLC s Sunset Construction 415 Lakeside Dr S.Southold. 41646 LocustAvenue'Suite A, Bohemia,NY 11716 u ^ Pae 16 S stem 1 Room Load Summary Htg Min` Run t9 ` Run ' Clg,;, CIaQ -,. . .Min,, Acta k 6 Area, Sens Htg- µ66t Duct Sens ;'Lat Clg Sys NoN me ',SF Bt& va CFM` Size; Vel. 'e uBtuh 'Btuh ' 'CFM_ ,CFM, ---Zone 1--- 1 BSMNT 955 5,543 72 1-5 574 1,718 0 78 78 2 Living Room 388 4,161 54 2-5 531 3,176 0 145 145 3 Kitchen 206 881 11 2-5 617 3,695 900 168 168 4 Bath 1 67 860 11 1-4 115 220 0 10 10 5 Lower Foyer 143 585 8 1-4 121 233 0 11 11 6 Bedroom 4 192 1,777 23 1-6 521 2,247 0 102 102 Ventilation 4,938 658 1,535 System 1 total 1,951 18,745 180 11,948 2,435 514 514 System 1 Main Trunk Size: 9x12 in. Velocity: 686 ft/min Loss per 100 ft : 0.102 in.wg 'Coolie °S §tem�Suhima ' Coolie Sensible/Latent.:; --'Sensible" a Latent' Total 9 :r„ Tons __ :° Slit^ Btuh 'Btuh, Btuh Net Required 1.20 83%/ 17% 11,948 2,435 14,383 Actual: 1.50 75%/25% 13,500 4,500 18,000 E_`ui meet-Data_ Heating System Cooling System Type. Propane Furnace Standard Air Conditioner Model- R92PA0601317MSA 24ACC618A*030* Indoor Model: FX4DNF019L Brand. RHEEM,RUUD CARRIER AIR CONDITIONING Description. Natural Gas or Propane Furnace Efficiency 92 AFUE 16 SEER Sound: 0 0 Capacity- 52,000 Btuh 18,000 Btuh Adjusted Capacity: n/a 17,855 Btuh Sensible Capacity: n/a 13,500 Btuh Adjusted Sensible Capacity. n/a 12,283 Btuh Latent Capacity: n/a 4,500 Btuh Adjusted Latent Capacity n/a 5,572 Btuh AHRI Reference No n/a 9177999 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB• 83F, SOWB 71F, WODB- 10F, SIDB: 75F, SIRH: 50%, WIDB: 70F, Sen. gain- 11,948 Btuh, Lat. gain: 2,435 Btuh, Sen. loss 18,745 Btuh, Entering clg coil DB: 76.2F, Entering clg coil WB 63 8F, Entering htg. coil DB 45F, Clg. coil TD 20F, Htg. coil TD. 70F, Req clg airflow 514 CFM, Req. htg. airflow 180 CFM C-\. .\Sunset Const.. Southold rh9 Monday, September 23, 2019, 9 35 AM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Jnc. Energy Testing Services LLC Sunset Construction 415 Lakeside Dr S.Southold 1648 Locust Avenue Suite A,Bohemia,NY 11716 �'LI/ Pae 17 System 2 Room Load Summary Htg Min Run Run Clg Clg Min' Act Room Area Sens` Htg ° Duct Duct SensLat Clg Sys .No, Name = SF Btuh' _ , CFM Size,,, Vel Btuh, Btuh CFM CFM_ ---Zone 1--- 7 Bedroom 2 160 2,067 27 1-4 326 624 0 28 28 8 Bath 2 52 647 8 1-4 94 180 0 8 8 9 Bedroom 3 215 2,783 36 2-6 455 3,919 0 179 179 10 Upper Foyer 120 254 3 1-4 119 228 0 10 10 11 Master Bath 91 776 10 1-4 134 256 0 12 12 12 Master WIC 75 961 13 1-4 96 184 0 8 8 13 Master Bedroom 1 290 3,259 42 2-5 603 3,606 0 164 164 Ventilation 4,938 658 1,535 Duct Latent 187 Return Duct 279 246 33 System 2 total 1,003 15,964 140 9,901 1,754 410 410 System 2 Main Trunk Size: 9x9 in. Velocity: 729 ft/min Loss per 100 ft.: 0.137 in.wg Cooling System Summary Cooling ., Sensible/Latent Sensible :Latent Total Tons� Split Btbh" Btuh Btuh Net Required: 0.97 85%/ 15% 9,901 1,754 11,655 Actual: 1.50 75%/25% 13,500 4,500 18,000 Equipment Data Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: R92PA0601317MSA 24ACC618A*030* Indoor Model. FX4DNF019L Brand: RHEEM,RUUD CARRIER AIR CONDITIONING Description: Natural Gas or Propane Furnace Efficiency: 92 AFUE 16 SEER Sound: 0 0 Capacity: 52,000 Btuh 18,000 Btuh Adjusted Capacity n/a 17,990 Btuh Sensible Capacity: n/a 13,500 Btuh Adjusted Sensible Capacity- n/a 12,192 Btuh Latent Capacity: n/a 4,500 Btuh Adjusted Latent Capacity: n/a 5,798 Btuh AHRI Reference No.: n/a 9177999 This system's equipment was selected in accordance with ACCA Manual S Manual S equipment sizing data SODB. 83F, SOWB: 71 F, WODB• 10F, SIDB: 75F, SIRH: 50%, WIDB. 70F, Sen. gain: 9,901 Btuh, Lat. gain: 1,754 Btuh, Sen. loss. 15,964 Btuh, Entering clg. coil DB: 77F, Entering clg coil WB 64AF, Entering htg coil DB 37F, Clg. coil TD, 20F, Htg coil TD. 70F, Req. clg. airflow 410 CFM, Req htg. airflow, 140 CFM C:\...\Sunset Const .. Southold.rh9 Monday, September 23, 2019, 9 35 AM • � • • • • ��'11CONEVENTS • • % MAW".. 1 • • Ell la lib W -7 lb ROUGH FRAMING �I r7�I U MEET . 10111", 'PLUMBING WWAZI limullim WW':�12tTA m • _ STATE ENERGY CODE I Sylk.TWXV; Alm �I 6101 � -11rial-Ri",. ,_ _ i/iLl ADDITIONALCOMMENTS �'J , .�VtwuL m�: r - TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL "'-,Board of Health SOUTHOLD,N.Y. 11971 \-4 sets of Building Plans TEL.: (631) 765-1802 -Planning Board approval FAX: (631)765- 9502 � - _ Survey ,www.northfork.net/Southold/ PERMIT NO. -Gheck "v Septic Form N.Y.S.D.E.C. Trustees Examined ,2000 f D Rf F19W Contact:Approved ,200f D Mail to:SUFFOLK ENVIRONMENTAL Disapproved a/c MAR 1 2 2018 P.O.Box 2003:Brideehamnton,NY 11932 Phone: (631)537-5160 Expiration ,200iy TOWN OF S u ng spect , APPLICATION FOR BUILDING PERMIT Date March 3,2018 INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector, with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterway. 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. A. � . (Signature of applicant, or name,if a corporation) Suffolk Environmental Consulting,Inc. P.O.Box 2003; Bridgehamnton,NY 11932 (Mailing address of applicant) State whether applicant is owner,lessee, agent, architect, engineer, general contractor,electrician,plumber or builder AGENT Name of owner of premises Estate of Fred Adler (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer. N/A (Name and title of corporate officer) Builder's License No. Plumber's License No. Electrician's License No. Other Trade's License No. 1. Location of land on which proposed work will be done 415 Lakeside Drive Southold House Number Street Hamlet County Tax Map No. 1000 Section 90 —Block-03 Lot 13 Subdivision Cedar Beach Park. Filed Map No. 90 Lot 60 (Name) 2. State existing use and occupancy of premises and intended use and occupancy of proposed construction: a.Existing use and occupancy Vacant b. Intended use and occupancy Residence with attached deck 3.Nature of work(check which applicable): New Building X Addition Alteration Repair_ Removal Demolition Other Work deck (Description) 4. Estimated Cost $150,000± Fee (To be paid on filing this application) 5.If dwelling, number of dwelling units 1 Nber of dwell' units on each floor N/A If garage,number of cars N/A If 6.If business,commercial or mixed occupancy, s nature and extent of each e of use N/A 7. Dimensions of existing structures,if any: Front N/A Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front N/A Rear Depth Height Number of Stories 8.Dimensions of entire new construction: Front 40' Rear 40' Depth 24 Height <35 Number of Stories 2 9. Size of lot: Front 60.72' Rear 222.5' Depth 3173.09' 10. Date of Purchase zI ZY 16 6 Name of Former Owner 7P,r uJ,Al-C�r 11. Zone or use district in which premises are situated R-40 --.12. Does proposed construction violate any zoning law, ordinance or regulation: YES NO X 13. Will lot be re-graded YES NO X Will excess fill be removed from premises: YES NO X C/o J.Gould,Esq., P.O.Box 988 14. Name,of Owner of premises Estate of Fred Adler _Address Southold,NY 11971 Phone No. (631)765-8375 Name:of Architect Robert Higgins Address 5o Hidden Ares Path,Wading River,NY 11792 Phone No. (631)208-3351 Name of Contractor Sunset Construction, Inc. Address POB 579,WadmQ River,NY 11792 Phone No.631-379-0697 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X 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 X NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Bruce A. Anderson being duly sworn, deposes and says that he is the applicant (Name of individual signing contract) above named. (S)He is the Agent- Suffolk Environmental Consulting,Inc. (Contractor, agent, corporate officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to.the best of this 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 o day of f`11L�v - 2018 ,„e a� ' Notary Public �^ Signature of Applicant H49-tthPw D Ivans Not�,+�- P1ii,dr of Nc�w York No Clualif,eu it Sriiolk County comm ss;oi; L>,P,lcs January 22, 201 �i J308Rp OFSOUTHOLD TOWN TRUSTEES, -SOUTHOLD,NEW YORK_ PERMIT-NO. 134 DATE: DECEMBER 13,2017 9, ISSUED.TO: ESTATE-OF FRED ADLER PROPERTY ADDRESS: 415 LAKESIDE DRIVk,"SO.UTHOLD SCTM#,.1000-90-3-13 , AUTHORIZATION Pursuant to the provisions,of-Chapter 275 of the Town Code of the To" of Southold and- n accordance with the Resolution of the Board-of Trul stees,adopted at the meeting hp!d i9ji,Dedember 13.'2017, .$250.00 paid I by Estate of Fred Adler -subject he and in consideration4'apolication feein the sum'bf and Su gect to the Teri-ns and Conditions as 8tated,in the Resolution,the Southold Town Board of Trustees authorizes and permits the following: Wetland Permit to construct a 241x401 two-story,single family dwelling with a 15'x20' attached deck on noithweiterly side of dwelling, install a gravel drivew�aiy,`install a sanitary system landward of dwelling- and connect to public water;with the condition to establish and'perpptually'maintain a 25' no-n- disturbance buffer; and as depicted on the survey prepared by Peconic Surveyors,last dated May 7, '2015,and,stamped appiov6d on December 0,2611. IN-WITNESS WHEREOF,the said Board of Trustees hereby causes its Corporate Seal to be affixed and these'pre'sents to be subscribed by a majority of the said Board as of this date. F0j �7 ca ug A Michael J.Domino,President '\0 SOUrTown Hall Annex `O� 54375 Route 25 John M.Bredemeyer III,Vice-President , �� P.O.Box 1179 Glenn Goldsmith 1 Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams Q �� Fax(631) 765-6641 couffm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD November 13, 2019 Michael A. Kimack P.O. Box 1047 Southold, NY 11971 RE: MICHAEL McCARRICK REAL ESTATE, INC. 415 LAKESIDE DRIVE, SOUTHOLD SCTM#: 1000-90-3-13 Dear Mr. Kimack: The following action was taken by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, November 13, 2019. RESOLVED that the Southold Town Board of Trustees APPROVE the Administrative Amendment to Wetland Permit#9134 for the as-built 4.42'x6.25' (27.63s6.ft.),staircase attached to northerly side of deck; and as depicted on the survey prepared by Kenneth M. Woychuk Land Surveying, PLLC, dated April 20, 2018, and stamped approved on November 13, 2019. Any other activity within 100' of the wetland boundary requires a permit from this office. This is not an approval from any other agency. If you have any questions, please do not;hesitate to contact this office. Sincerely, j Michael J. Domino President, Board of Trustees MJD/dd Michael J.Domino,President SO/" Town Hall Annex ® John M.Bredemeyer III,Vice-President ,`® l® 54375 Route 25 Glenn GoldsmithAL P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski c>s Q Telephone (631) 765-1892 Greg Williams �® ® �® Fax(631) 765-6641 lycOUNTY 9�� - BOARD OF TOWN TRUSTEES DEC 1 6 2019 TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 1659C Date: November 13, 2019 THIS CERTIFIES that the construction of a 24'x40' two-story, single family dwelling with a 15'x20' attached deck on northwesterly side of dwelling; as-built 4.42'x6.25' (27:63sq.ft.) staircase attached to northerly side of deck; install a gravel driveway, install a sanitM system landward of dwelling; and connect to public water;with the condition to establish and perpetually maintain-a 25' non- disturbance buffer; clear and maintain a 4' wide access path through the 25' wide non-disturbance/non- fertilization buffer to the water; At 415 Lakeside Drive, Southold Suffolk County Tax Map#1000-90-3-13 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 17,2017 pursuant to which Trustees Wetland Permit#9134 Dated December 13,2017,was issued and Amended on March 23,2018 and Amended again on November 13,2019 and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 24'x40'two-story, single family dwelling with a 15'x20' attached deck on northwesterly side of dwelling; as-built 4.42'x6.25' (27.63sq.ft.)staircase attached to northerly side of deck; install a gravel driveway, install a sanitary system landward of dwelling; and connect to public water;with the condition to establish and perpetually maintain a 25' non-disturbance buffer; clear and maintain a 4' wide access path through the 25' wide non- disturbance/non-fertilization buffer to the water. The certificate is issued to Michael McCarrick Real Estate,Inc. owner of the aforesaid property. AuthorizedzSignature MON NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Oacility DEC ID 1-4738-04338 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: ESTATE OF FRED ADLER ESTATE OF FRED ADLER PROPERTY C/O JENNIFER GOULD,ESQ 415 LAKESIDE DF4SCTM 1000-90-3-13 PO BOX 988 SOUTHOLD,NY 11971 SOUTHOLD,NY 11971-0988 (631)765-8375 Facility Application Contact: SUFFOLK ENVIRONMENTAL CONSULTING INC PO BOX 2003 BRIDGEHAMPTON,NY 11932-2003 (631)537-5160 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 718.934 NYTM-N: 4545.499 Latitude: 41°01'52.7" Longitude: 7212344.5" Project Location: 415 Lakeside Drive, Southold, SCTM# 1000-90-3-13 Authorized Activity: Construct a two-story single family dwelling,deck,sanitary system,pervious driveway,drywells,public water service, and establish a 25 foot wide non-disturbance/non-fertilization buffer. All work shall be performed in accordance with the plans prepared by Peeonic Surveyors,P.C. last revised on 12/10/14,and stamped "NYSDEC APPROVED" on 1112/15. Permit Authorizations Tidal Wetlands-Under Article 25 Permit ED 1-4738-04338/00001 New Permit Effective Date: 1/12/2015 Expiration Date: 1/11/2020 Page 1 of 6 ` 1 . NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION I:acility DEC ID 1-4738-04338 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit_i�s.poutingent upon strict compliance with the ECL,all applicable regulations,a -9117conditions mi-&ded as part of this permit. Permit Administrator.JO A IELAN eputy Regional Permit Administrator Address: NY EC REGI 1 HE DQ E S Y@ TO BROOKJ50 CL RD NY R ,NY 11790 409 Authorized Signature: Datco D u on ist SUFFOLK ENVIRONMENTAL CONSULTING INC Habitat-TW Environmental Permits Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS,APPLY TO ALL AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS NATURAL RESOURCE PERMIT CONDI'T'IONS -Apply to the Following Permits: TIDAL WETLANDS I. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as partof the permit application. Such approved plans were prepared by Pmonic Surveyors,P.C. last revised on 12/14/14, and stamped "NYSDEC APPROVED" on 1/12/15. 2. Notice of Commencement At least 4$hours prior to commencement of the project,the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. Within 30 days of completion of project,the bottom portion of the form must also be signed and returned,along with photographs of the completed work. 3. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather. Page 2 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04338 4, Establish Vegetated Buffer To protect the values of the tidal wetlands, a permanent vegetated buffer zone shall be established. There shall be no disturbance to the natural vegetation or topography within an area extending 25 linear feet landward of the tidal wetland boundary. 5. Straw Bales or Other at Tidal Wetland A row of staked straw bales or approvable erosion control devices shall be placed at the landward edge of the buffer area or 25 linear feet from the tidal wetland boundary,or as per the NYSDEC-approved plan,prior to commencement of any regulated activities and remain in place and in good,functional condition until the project is completed and all disturbed areas are stabilized with vegetation. 6. Storage of Equipment,Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 50 linear feet from the tidal wetland boundary. 7. Concrete Leachate During construction,no wet or fresh concrete or leachate shall be allowed to escape into any wetlands or waters of New York State,nor shall washings from ready-mixed concrete trucks,mixers, or other devices be allowed to enter any wetland or waters. Only watertight or waterproof forms shall be used. Wet concrete shall not be poured to displace water within the forms. s. Sanitary Systems above Groundwater Sanitary system(bottom of tank and leaching pools)shall be located a minimum of 2 feet above seasonal high groundwater. 9. Runoff Directed to Upland Drywells Roof runoff shall be directed to drywells a minimum of 75 linear feet landward of the tidal wetland boundary for immediate on-site recharge. 10. Driveway/Parking Area of Pervious Material Driveway and parking areas shall be constructed of NYSDEC-approved pervious materials. 11. Clean Fill Only All fill shall consist of clean sand,gravel,or sail(not asphalt, slag, flyash,broken concrete or demolition debris). 12. Contain Exposed,Stockpiled Soils All disturbed areas where soil will be temporarily exposed or stockpiled for longer than 48 hours shall be contained by a continuous line of staked haybales/silt curtains(or other NYSDEC approved devices)placed on the seaward side between the t=ill and the wetland or protected buffer area. Tarps are authorized to supplement these approved methods. 13. Seeding Disturbed Areas All areas of soil disturbance resulting from the approved project shall be stabilized with appropriate vegetation(grasses,etc.)immediately following project completion or prior to permit expiration,whichever comes first. If the project site remains inactive for more than 48 hours or planting is impractical due to the season,then the area shall be stabilized with straw or hay mulch or jute matting until weather conditions favor germination. 14. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities. 15. No Construction Debris in Wetland or Adjacent Area Any debris or excess material from construction of this project shall be completely removed from the adjacent area(upland)and removed to an approved upland area for disposal. No debris is permitted in wetlands and/or protected buffer areas. Page 3 of 6 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION v Facility DEC ID 1-4738-04338 16. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized,or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the hea.l_th, safety or welfare of the people ofthe State,or cause loss or destruction of the natural resources of the State,the owner may be ordered by the Department to remove or alter the structural work,obstructions, or hazards caused thereby without expense to the State, and if,upon the expiration or revocation of this permit,the structure,fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 17. State May Require Site Restoration If upon the expiration or revocation of this permit,the project hereby authorized has not been completed,the applicant shall,without expense to the State,and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 18. Precautions Against Contamination of Waters All necessary precautions shall betaken to preclude contamination of any wetland or waterway by suspended solids, sediments,fuels, solvents, lubricants, epoxy coatings,paints,concrete, leachate or any other envirornneutally deleterious materials associated with the project. 19. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records,is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department)to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71-0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit,including all referenced maps,drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. Page 4 of 6 Atft OMEN NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04338 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. such application must include any forms or supplemental information the Department requires. Any renewal,modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modifiication or transfer are to be submitted to: Regional Permit Administrator NYSDEC REGION 1 HEADQUARTERS SUNY @ STONY BROON50 CIRCLE RD STONY BROOK,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Tidal Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification,suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; d. newly discovered material information or a material change in environmental conditions,relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner,,any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute,regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. Page 5 of 6 `h S66tt A. Russell ,gid°s '�I;& STO]KIM[WAT]ER, SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold 0� CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET APR 2 4 201 8 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLiF- ANY OF THE FOLLOWINQ Yes No (CHECK ALL THAT APPLY) ®❑ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ®❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑®' E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. (�❑ F. ,Installation of new or resurfaced impervious.surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. APPLICANT* (Property O%xner,Design Professions Agent, ontractor,Other) S.C.T.M. #: 1000 Date. Dbirict NAME. 111W.-Jul- Ar. A&L(VAO-r'.. Cto 3 ►a 3 IN is Section Block Lot t FOR BUILDING DEPARTMENT USE ONLY G� --,Sr'/Contact Information / !`�.37 �1 0 Tekpf—'4 obr: Reviewed Bv: - - - - - - -Date_ 3- 02 /b — _Property Address/Location of Construction Work: _ _ _ _ _ _ _ � ``� ^r v� Approved for processing Building Permit. r lJ I ❑ Stormwater Management Control Plan Not Required. Stormwater Management Control Plan is Required.L:J (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 d� APPLICANT CHAP S.C.T.M.#: 1000 CHAPTER (Property Owner,Design Professional,Agent,Contractor,Other) — — OS lir TER 236 /� R 3 13 Stormwater Management Control Plan CHECK LIST � NAME. , UC(4 � (��QA section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. - Ykurc prun p Date: * The applicant must provide a Complete Explanation and/or Reason for not provi&ng NLS $37—Zfl �f 1 ia I1$ of xall Information that has been Required by the following Checklists igwl v T.kph—N-ft, 1. A Site Plan drawn to scale Not Less that 60' to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a, Location & Description of Property Boundaries b, Total Site Acreage. c, Existing - Natural & Man Made Features within 500 L.F. of the Site Boundary as required by §236-I7(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. two e. Limits of Clearing & Area of Proposed Land Disturbance. Slot rance, FL f. Existing & Proposed Contours of the Site (Minimum 2'Intervals) GkiF g Location of all existing & proposed structures, roads, . driveways, sidewalks, drainage improvements &utilities. h. Spot Grades & Finish Floor Elevations for all existing & proposed structures. I AGE INSPECTIONS ARE REQUIRED I. Location of proposed Swimming Pool and discharge ring. 00cantact TOS Engineeringat 765-1560 before j. Location of proposed Soil Stockpile Area(s). ill, QR pmvofipFngineer'sCertfwAdi;�ori4n\\//I-O k. Location of proposed Construction Entrance/Staging Area(s). 1. Location of proposed concrete washout area(s). M. Location of all proposed erosion&sediment control measures. MAY -21 2018 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch BUM DING DEPT® rainfall/storm event. TOWN OF SOUTHOLD 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include-but not be limited to: a. Erosion & Sediment Controls. b. Construction Entrance & Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e.g. infiltration basins,swales,etc.) OM DE ARTiI 'N SE ONLY�*** Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By. — - - - - - - - - - - - - - - - - - - - - - - -- - -Stormwater Management Control Plan is Complete. Date- s L/ SMCP has been approved by the Engineering Department. FORM * SWCP ck List -TOS MAY 2014 $11fFQLK BDING DEPARTMENT - Electrical Inspector TOWN OF SOUTHOLD Town Annex - 54375, Main Road - PO Box 1179 -60 Southold, New York 11971-0959 2 `'off OCT 6 2018 elephone (631) 765-1802 - FAX (631) 765-9502 BUILDINGDEPT. roger rich ertAtown.southoId.nV-us _ LEI TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION -REQUESTED BY:--"" - ----- ------------------------- -Date: -�- - -Z �--- - -- Company Name: --rp ( t-A y� Lg) Lac- + Name: F V /v- License No.: G�(� � email: Address: OLS / 1780 Phone No.: JOB SITE INFORMATION: (All Information Required) Name: Address: L ��G s0 �lr 5�� aC Cross Street: C e"q'4eP— p6r 'ro t Phone No_: &-3/— 3_71?_O Bldg.Permit email: �yv. S2a o l0t Tax Map District: 1000 Section: © Block: "j Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle AI[ That Apply: .- Is job ready for inspection?: YES / O Ro(:: ::h2:) Fina[ ' Do you need a Temp Certificate?: 117NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size: �Od A # Meters Old Meter# New Service-Fire Reconnect-Flood ReconnenP0 ce• econnected - Underground Overhead # Underground Laterals 1 2 H Frame ork doneon Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION Request for Inspection FormAs Town Hall Annex �� OG� Telephone(631)765 1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 -Z- "'�SbIIttt��'NY'119TT=09 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Datg: OwnerSf-uQ G Location of Property: So 0 Please to notice that the(check applicable line): New commercial o .residential ==s e Addition to exlsfing commercladential structure Rehabilitation to�an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction(TC) in the following locati n(s�(check aM ao line)@ - - Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): /U`�� 7- CI—' - Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/1/2015 Fidelity National Title INSURANCE COMPANY i t t TITLE NO: 7404-000096 District: 1000 Section: 090.00 Block: 03.00 Lot: 013.000 Town of Southold Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE COMPANY hereby certifies that it has searched the records of , the Suffolk County Clerk and/or the Suffolk County Registrar for deeds affecting the captioned property and properties immediately adjoining and finds: ' SEE ATTACHED I And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further ' conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE COMPANY certifies that the above-captioned property has been in single and separate ownership by Adrien Adler,as Administrator of the Estate of Fred Adler,who died a resident of Suffolk County on 01/17/2012 and his/her predecessors in title since prior to 1983 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousands Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate, i Dated: April 18,2018 FIDELITY NATIO L TITLE INSURANCE COMPANY I I JEAN Sworn to before me this 18th daffy of/April,,2018 Notary Public SMDRA, GOLESKI Notary F'ttbb,001GO 0;2467 Suffolk County.New ddr`e Comminlon Expires:Au�ig.29,2a 24 Commerce Drive • Riverhead,New ork 11901 • (631)727-0600 • Fax: (631)727-0606 i = � Fidelity National Title INSURANCE COMPANY i TITLE NO. 7404-000096 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-090.00-03.00-013.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1983. SUBJECT PREMISES: 1000-090.00-03.00-013.000 Benedict A.Manasek,Jr. and Dated: 12/09/1968 Mary J.Manasek,his wife Rec'd: 02/28/1969 i To Liber 6512 cp 220 Fred Adler and Sophia Adler,his wife Sophia Adler a resident of Suffolk County on died 7/14/08, Surrogates File No. 367-P-209, Fred Adler surviving tenant by the entirety. Fred Adler died a resident of Suffolk on 01/17/2012,Surrogates File No.2012-676.Letters of Administration issued to Adrien Adler. LAST DEED OF RECORD PREMISES NORTH: Pleasant Inlet PREMISES EAST: Pleasant Inlet i i PREMISES SOUTH: Lakeside Drive FIDELITY NATIO TTLE INSURANCE COMPANY JEAN DUV Sworn to before me this f 18th day of April,2018 l Notary Public Sr'�t DPAJ.(�Ql.,ESKI iVoSuffolkd o� sniif9NGWYvy*-c07 GAt93MINIo t Expinw:Aug.29.20 j 24 Commerce Drive•Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 i i i Fidelity National Title INSURANCE COMPANY I i PREMISES WEST: 1000-090.00-03.00-012.000 Chester J.Chmiel and Dated: 09/09/1970 Helen T. Chmiel,his wife Rec'd: 10/19/1970 To Liber 6824 cp 555 Albert P.Murray and Joan Murray, his wife Albert P.Murray and Dated: 09/10/2009 Joan Murray Ree'd: 09/15/2009 { To Liber 12599 cp 963 Albert F.Murray,Joan Murray and Scott Murray,joint tenants with Right of survivorship LAST OWNER OF RECORD i i i i I I i i FIDELITY NA IO AL TITLE INSURANCE COMPANY JEAN D Sworn to before me this A 18th day lad'664z' of April,2018 Notary Public f i I SANDpAJ.cMLS$K1 1116tFa1y F'u�{ic,�10t�^��tJ�i",�,i;�7 Suftoik0oulltt',iEtf�: 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 t SUR VE Y FOR THE ES TA TE OF FRED A DL ER S ' N- 710,7 AT BA YVIEW 7 C/y, AT TOWN ,OF SOUTHOLD Ne . SUFFOLK,-COUNTY N. YTEST BORING by hW0nW Geosdanbe. —90-03-13 1113/141000 T EL 8.4 01 90D- SCALE: V= 30 -ILI 4 Dark Brown Loam A OL SEPT. 10, 2012 (bldg. envelops) AUGUST 20, 2012 4 FEB. 4, 2014 (PROP. HOUSE) Brown SN 14L N�G4' 'SPOT 11a. rd.1: 1 14 (AREA TO WETLANDS! SPOT EL. y pj�%20 014 (addltons) Pda Brown Sandy Xr, DEC. 10, 2014 (BUFFER ADDED) NOTE: # 6. SUBSURFACE SEWAGE DISPOSAL -P ,X 0 70. 0 L 0 T(60)-,�'-' SPOT BY, JOSEPWqFISCH �Sp ELX Brown Fine to Coarse Send Willi P.E. HOBART�ROAD Willi IOV. Grove, - D, --,Y. 11971 I T SOU, �1_ SPOT EL. SW _: �95_4 7.o X 8.4' (636 7_65 01 V51 Brown #2 Fko'e AP Coarse Sand WIth'10% Grove/ PROPOSED-SEF C SYSTEM GO r'. HOUSE FIN FLR. EL CER 77FIED TO 10.5 ESTATE OF FRED ADLER CL 9 SL 7 4 #1 4-APPROVED 4'AFFROM V r4bi Pff 1E 6.6 PPE, IS 6.3 ST L 1E 5.8 JE 3 B alp E 7 Lr /E4 0 2' =GROUND WArU— (LOT) #s REFER TO SUBDIVISION MAP OF CEDAR BEACH PARK" 1E 1000,CAL. PRECAST SEPTIC TANK,,_ FILED IN THE SUFFOLK COUNTY CLERKS OFFICE DEC.20, 1927 5 -,8'0-il-.,: LEACHING POOCS, WIM' AS MAP NO. 90. X`AAAR"�qqL-AR(SW) 2' ABOVE WATER LE Lip! HAVE TRAFFIC 11�p 9- WAR VERS ol A� ._VG CO IV C1 6. )El TOTAL LOT AREA, 16,878 sq.11. WETLANDS AREA 230 sq.1t. UPLAND AREA 16,648 sq. MONUMENT IMPERVIOUS SURFACE, z /260 sq.1Z LOT COVERAGE = 7.6% WETLAND FLAG LANDWARD EDGE OF TIDAL WETLANDS AS DELINEATED Y ELL�t4G B' D* OF NEVif. SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON JULY 17, 2012 RAIN RL#"F CAL CL&A TXW HOUSE _11�_$60 SO. FT. PUBLI 960 x-1, A-OJ 7 a 163.2 CUP r. co FLOOD ZONES FROM FEMA RATE MAP NO's 36103CO167H &-36103CO169H 1632I22.4r - 7.3 V.F. PROVIDE 2- DWS 6'0 4 Pr. DEEP ELEVATIONS ARE REFERENCED TO NAVD AREA TO,, W�TLANPS (wetlands flogs) = 16,878 sq.fl.- AREA- _--,::.180_40 S10-FT. I am familiar with the STANZDARDS-�OR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE (70-ITIR LIMES) DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES NO LIC. NO. 49618 and will abide by the conditions- set forth therein and on the ANY AL 7E_kA TION OR ADDITION TO THIS SURVEY-1S A WOLA T70N permit to construct. OF SECRON 7209, OF IK,-NEW YORK STATE EDUCATION LAW FECONIC P.C. EXCEPT A S,PER SEC 770N, 7209-SUBDIVISION 2 ALL CER 77FICA 77 ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID-FOR THIS MAP AND COPIES 7HEREOF ONLY IF P.O. BOX 909 The location of wells and cesspools shown hereon are SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET _222 from field observations and or from data obtained from others. WHOSE SIGNATURE APPEARS HEREON, SOUTHOLD, MY 11971 -L2 l SCDHS Re(.# R10-14-0035 i SURVEY FOR THE ES TA TE OF FRED ADLER DREDGED . N AT BA YVIEW SIM729'52 E #8 171.17, 7 cti TO WN OF SOUTHOLD 5 , #91 -` # � 3�, F *--44, EE. 1 1 � h ; 1 �c L cy+� SUFFOLK COUNTY, N. Y. 1 #6 qr TEST BORING 1000-90-03-13 `� 1 ?��', ��l��'F ', s If- Fpd'4R bn3/14 onatd Geosr.MhLe, SCALE. 1'= 30' -----tea ----------'��OOD zoNe- �'�' �rsyoRF� #5 9°2.�• °�%x0lilo/ EL 8.4 01 SEPT.GUS 2012 (bldg. OL a \\�'I NE � HFA Tib/�T�� Dark Brown Loam FEB. 4, 2014 (PROP. HOUSE) p _ \ / #4 SSI• �T/p�'Qi(iC, I MARCH 31, 2014 1ARE4 TO WETLANDS) 0o lz� X SPOT EL. til!' 6 �` Brown Sqf ML 4' JULY 28, 2014 (additions) $•2; ti ASF U,�c� Pole Brown k/L and, DEC. 10, 2014 (BUFFER ADDED) NOTE= hrO sSHI MAY 7, 2015 (REVISIONS) SUBSURFACE SEWAGE DISPOSAL .Q oi` (o #3 s7 s• SYSTEM DESIGN �,�X _ 1 0 lo- BY, .BY, JOSEPH FISCHETTE, P.E. X LOT(60) = ��SPOT ELX �s Brown Fine to �ju,v HOBART ROAD q 6.0 `� Coarse Send With SIQ 40 SOUTHOLD N.Y. 11971 Gm Gravel ® < Cg 2 / �l` SPOT EL. Will; 1 W 11BS p�,®3��j(�S (631) 765 , 2954 n ,0©c} Qac, ;r '�90 ��',�' �' \ 7.0' X 8.4 Z r iN io �\ SW sf� y� k F� ��,p y� Waley in Brown AQP .s ASF #2 Fine to Coarse C --- X 9oT �� o Sand Wlih 10% PROPOSED SEPTIC SYSTEM 40• ° F< fro 5 Gravel pp 3 BEDROOMS a15' ,t1 b HOUSE '�',w, 1,0 �\ FIN FLR. EL LOT (61) s CERTIFIED TO : 10.5 EL 9 �� r ESTATE OF FRED ADLER Fes• SDE EL 7 Lit OM / 4 APPROVED ED PrE2•mm1aa e' TB. O� u: 4 1. � ir' (� 4 SUFFOLK COUNTY DEPAR'T�MEN OF HEA,➢.TH SE ICGB lE 6.6 PIPE I b e y� IE 6.3 ST �SXL.,,P- 2cOVER Lit I �� PERMIT F®F: - ROVAl 'r CONSTRUCTION FOR A I1 �� ., E E1`I ,� 5 SINGLE FAM RESIDENCE ONLY 2'ry,u. EL O 2'MW T 0. LP GROUND wA�t:� , • �� ` .-j.s�+� FE � 2016 (LOT) #s REFER TO SUBDIVISION MAP OF GEDAR BEACH PARK" I - 1000 GAL. PRECAST SEPTIC TANK 0 60.72 C9A S. 'IaF. 1�0. �I� / d FILED /N THE SUFFOLK COUNTY CLERKS OFFICE DEC.20, 1927 S - 8'0 x 21 Dee LEACHING POOLS WITH pO"W AS MAP NO. 90. 3' SAND COLLAR(SW) 2' ABOVE 579 PI'i�®VEIJ GROUND WATER I L.P.s TO HAVE TRAFFIC F�yrs unLpOLE BEARING COVERS jjjFlj /PE 1JIA"I \ FF:`� SEL3�:006; jY � �j! CL.EL 6 0 .( E)CN-.J,R E� FROM DATE OF APPROVAL LAESIy pR�VEw A REST GRAVEL QJ�� A�•r�• EXPANSION POOLS M BE W18TALL60'AT 7W�030C IN ST Excavj$1® TIME OF THE INSTALLATION OF THE ' SEPTIC SYSTEM, (TO BE CAPPED) ' ection Required OTAL LOT AREA = 16,878 sq.11. ALL LEACHING POOLS THE DRIVEWAY TO HAVE TALLER BBENEATH N LOCKIPIG 0r a �� WETLANDS AREA = 230 sq.11. ■ = MONUMENT �,� CAST IRON COVERS tp 4;' � HealthIMPERVIOUS SVRFACE.AREA 16'1260 sq:(t<1.. 0= WETLAND FLAG � ` �� LO'1 COVERAGE = 7.6% sq .111.. EDGE OF TIDAL WETLANDS AS DELINEATED BY S LING RAJV SUFFOLK ENVIRONMENTAL CONSULTING, INC. ON JULY 17, 2012 '� HO S�O SOFF L FT AT/ONS UREIC WA OF NEW 960 Y I m-0.17 a 163.2 CU.F7: p �"-� ��'��' )'0 FLOOD ZONES FROM FEMA RATE MAP NO's 36103CO167H & 36103CO169H PROVIDE 2- 7.3 6F. 4 F7: DEEP ��® C ELEVATIONS ARE REFERENCED TO NAVD AREA TO WETLANDS (wetlands flags) = 16,878 Sq.ft. �. I am familiar with the STANDARDS FOR APPROVAL AREA= .-16,64,8 S'C?.FT. AND CONSTRUCTION OF SUBSURFACE SEWAGE (TO- TIE LINES) - DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES N. Y.S LIC. NO. 49618 and will abide by the conditions set forth therein and on the ANY ALTERATION OR 4DD1110N TO THIS SURVEY /S A VIOLATION permit to construct. OF SECTION 7209jOF THE NEW YORK STATE EDUCATION LAW. ; � VEYORS, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERT/FICA TIONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALb FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 The location of wells and cesspools shown hereon are SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET from field observations and or from data obtained from others. WHOSE SIGNATURE' APPEARS HEREON. 12_22 SOUTHOLD, N. Y. 11971 :y S.C.T.M. NO. DISTRICT: 1000 N: 90 BLOCK: 3 LOT(S): 13 i S 85029'52"E 71.17' MON. s6301a?A8 G�b C I 9 2 OZ3" EL 7.8 \ � EL(B.5) , � \ P/0 LOT 59 6I f0" y EL 7.o , o ::.::. cq:...:::: (8.5) LOT 60 \ Cti Ei(9.0) roA� o o 1207.-:.':• i1 ' ' �Oc,r:::.'::::::::�Y EL(8.5) y3 sr PO�m ��•:��• ko �r � 2 4xs EL(9.0) (s.o) ti ;moo �' EL(8.0) LOT 61 1 \ O F NA LID J S 8.4 LP LP o,PRO pO RW EXP EXP �� '•�EL(8.0) TRAFFlC BSEAR YST G LP p SANRARYi SYSTEM LP 7.7 n w -�o 72' UPLAND AREA: 16,648 SQ.FT. 365. S 79°30'00 PROPOSED LOT COVERAGE: DWELLING & GARAGE= 1536 S.F. or 9.2% MON. I� E . LAKESID yApj CL 6.0 THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA7/ONS SHOWN ARE FROM FIELD OBSERVATIONS EXISTING DIRT/STONE ROADWAY TO BE IMPROVED WRH AND OR DATA OBTAINED FROM OTHERS. ADDITIONAL BLUE STONE. I AREA: 16,647.19 SQ.FT. or 0.38 ACRES ELEVAAON DATUM: NAVD8 UNAU7HORIZED AL 7ERA77ON OR ADD1770M TD THIS SURVEY IS A WOLA AON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COP185 of THIS SURVEY DRAINAGE CALCULATIONS. MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SMALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY. GUARAN7EES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU770N LIS7ED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS TU770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES 70 THE S7RUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS A) DWELLING=984 SQ.FT. .� AND/OR SUBSURFACE S7RUB7URE5 RECORDED OR UNRECORDED ARE NOT GUARAN7EED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE AME OF SURVEY 984 x 0.166=163.34 < 164cf REQUIRED J SURVEY OF. LOT 60 & P/0 LOT 59CERTIFIED T0: McCARRICK REAL ESTATE INC.; (1) 8'DIA x 4' DEEP DRYWELL=177cf PROVIDED 30 co MAP OF: (CEDAR BEACH PARK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; B) GARAGE=576 SQ.1FT. 1 b ' ��yy FILED: x 0.166=95,.61 < 96cfLED: DECEMBER 20, 1927 No.90 � - � (1) 8'DIA x 3' DEEP DRYWELL= 132cf PROVIDED SITUATED AT: BAYVIEW _ Tom oF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bos 153 Aquebogue, New York 11931 FILE # 18-37 SCALE: I"=30' DATE: APRIL 20, 2018t PHONE ($31)298-1588 FAX (831) 298-1588 N.Y.S. LISC.'NO. 050882 matnutnfng the records of Robert J. Hennemy 8e IenneM IL Woyauk S.'C.T.M. NO. DISTRICT: 1000 SECTION: 90 BLOCK: 3 LOTI 13 #R 10-14-0035 S 85029052"E — 71.17' •� s63o23 AGF .� MON. SUBJECT`i'0 COVENANTS FC RESTRICTI=,31 a� SYS'TLlrl D V$W90 L TIDALWEnMDS BOUNl AS FLAGGED BY ` SUFFOLK ENVIRONMENTAL CONSULTING INC.. JULY 17, 2012 SUFFOLK COUN-PI DEPAR ►vieNT OF H-EALTH SERVICES APF1r"c0'%lFtL C1F C0"!S i RtJCTEI;WORKS FOR ' \ o��Re gTSyoR / A SIe•14GLE F I;fA LY REESI ENCS hF 'G 9661'1 CI- sSJo i�ate_ r9 1 H.a.RAf.Ra.R 1 o-tI�-!—od35 � � �R , The sewrago disposal Ind%,voter sup Of f 9;tlas at 11Il;cation ha�v been It, Brlsprct0d and/or CGOfltiett by 1179 a090-1Ymert or ether aruncies and fbund to f� EL 7'8 \ \ 6I beSatisfactoryFOR A�,5,�.;IMIld�SE 3 I3�®RI r EL 8.3 �,� � P/O LOT 59 D• ryo EL 7.0 Craig Krepper, P.E., Chief o� :�::•:��:� . Offic ntz ,S `';:2`:•::::::: 8.0 Lor so POINT°A' EL 8.3 pi::;: .:::`:• �`c`WINDOW 6' _ WELL• 1011, sT COVERED PO"_ 61 P¢RgH EL 8.5 1 \LOT SANITARY LOCATION �� RCA DRIVEWAY �\ hh1Lp � POINT"A" POINT"B" 'AaLp e 4 LP#1 o S S.T. 22.5' 25' t L.P. 1 40' 30.5' �r� TRAFFIC BEARING LP P� SANITARY L SYSTEM P , EXP 1 49' 25.5' 60,72'1 EXP#2 54.5' 25.5' 7.7 ,0 W 355, S7903 �IP MON. _ _ ._• •.+'� [4i" - THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL C1.6.0OCT 9 2079 LOCARONS SHOWN ARE FROM FIELD OBSERVA77ONS EXISTING DIRTISTONE ROADWAY TO BE L BLUE STONE IMPROVED WITH n LADDITION AND OR DATA OBTAINED FROM OTHERS. AREA: 16,647.19 SQ.FT. or 0.38 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED AL MAP NOT BEARING�THERA nLAND SURVEYORS EMBOSSEDON OR ADD177ON TO 7741S RVEY SEALI SHALL NOT BE CONSIDERED 7209 OF THE NEW YORK STA TE EDUCA 71ON LA W TO BE A VAUD TRE COPY. GUARANTEES INDICATED REON SSHALLLR UN DRAINAGE CA L C U LA TI 0 N S: ONLY TO THE PERSON FOR WHOM THE,SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS71TE177ON LISTED HEREON, AND TO THE ASSIGNEES OF 77-1E LENDING 1NS71TU77ON, GUARAN7EES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES O THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS j A) DWELLING=984 SQ.FT. AND/OR SUBSURFACE S7RUCIURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY 984 x 0.166=163.34 < III REQUIRED SURVEY OF: LOT 60 & P/O LOT 59 CERTIFIED TO: McCARRICK REAL ESTATE INC.; (1) 8'DIA x 4' DEEP DRYWEII177cf PROVIDED MAP OF. CEDAR BEACH PARK FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC; { FILED: DECEMBER 20, 1927 No.90 SITUATED AT- BAYVIEW I � � q0 l�� Tom OF: SOUTHOLD KENNETH M WOYCHYJK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design REVISED 03-13-19 P.O. Bos 153 Aquebogue, New York 11931 FINAL SURVEY 02-26-19 '#ir FILE 18-37 SCALE 1"=30' DATE:APRIL 20, 2018 FILE (631)208-1588 FAX (631) 298-1588 REVISED 09-25-18 N.Y.S. USC. NO. 050882 maintaining the records of Robert L Hennessy&Kenneth IL Waychuk F T 1 , �w REScheck Software Version 4.6.4 Compliance Certificate Project proposed single family dwelling Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 960 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: lakeside dr dan pembroke Robert Higgins Southold, NY wading river, NY Robert Higgins Architect 50 hidden acres path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com tuft Compliance: 3.8%Better Than Code Maximum UA: 292 Your UA: 281 Maximum SHGC: 0.40 Your SHGC. 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house Is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity; Cont Pe meter i ; Ceiling 1: Flat Ceiling or Scissor Truss 880 30.0 0.0 0.035 31 Ceiling 2:Cathedral Ceiling 80 21.0 0.0 0.048 4 Skylight 1:Wood Frame:Double Pane with Low-E 6 0.300 2 SHGC:0.30 Wall 1:Wood Frame, 16" D.C. 2,176 21.0 0.0 0.057 107 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 265 0.300 80 SHGC: 0.30 Door 1:Glass 40 0.300 12 SHGC:0.30 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 960 19.0 0.0 0.047 45 Compliance Statement: The proposed building design descri d h sistent with the buildin dans s ecifications,and other calculations submitted with the permit application.The prop bi een desig meet the 201 _IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory he check Inspection Checklist. robert higgins architect �� march 1, 2018 Name-Title f ig t Date C {¢ r 07g04� Project Title: proposed single family dwelling OF A�pembroke\lakesicle Report date: 03/01/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\bu dr Pagel of 9 south old\e nergy.rck REScheck Software Version 4®6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: '100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. -SecYlon = Plae�s V,erlfled =: ie1c8Ver3fiecl. - :# Pre-1n �cti®n%Plae Revie�ia,` eomplioas?T ®tnnients/.�ssurr� ti®rDs, gip, l/atue; ,' llallu _ - 103.1, ;Construction drawings and vi ❑Complies ;Requirement will be met. 103.2 'documentation demonstrate s - - w: ' - ❑Does Not [PR111 energy code compliance for the -,[]Not Observable 19 building envelope.Thermal g❑Not Applicable envelope represented on construction documents. 103.1, ;Construction drawings and :,,[]Does ,Requirement will be met. 103.2, documentation demonstrate - _ _"❑Does Not 403.7 ,energy code compliance for ❑Not Observable [PR311 lighting and mechanical systems. : _-_ :,❑Not Applicable J =Systems serving multiple _ <z ;dwelling units must demonstrate 'compliance with the IECC 'Commercial Provisions. 302:i-, =; - r _ _ •iGCJ'' 'F'y _ ('`E.®r ants/AssurAptibris - #` :Foundation.lnspeetion`` Compl, ieq;iD 303.2.1:,'.,4A protective covering is installed to ❑Complies Requirement will be met. protect exposed exterior insulation T❑Does Not and extends a minimum of 6 in.below ,❑Not Observable. rade. ;❑Not Applicable Snow-and ice-melting system controls'❑Complies Exception:Requirement is not applicable. [F012]2, 3 installed. ;❑Does Not ; :❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 1 High Impact(Tier 1) 2,Medium Impact(Tier 2) ,3 Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 03/01/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\lakeside dr Page 3 of 9 southold\energy.rck Si?tti®ea Plar�s�Verifieel' ..Fie9d-Verified: = #: Erainirig`/RougFi-in,lnsgec$ion _- _ Value :Cmtng�lies? E®inrrieeits%Assitea�ptaons " -= Value . = - ` 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). :[]Does Not ;table for values. 402.3.3, ;❑Not Observable 402.3.6, 402.5 t❑Not Applicable [FR2]1 303.1.3 ,U-factors of fenestration products _E';; `` _ - =-_ _ '❑Complies ;Requirement will be met. [FR4]1 are determined in accordance " - ::x, _ _❑Does Not ;with the NFRC test procedure or r.❑Not Observable ;taken from the default table. ❑Not Applicable 402.1.1, Skylight U-factor. U- U- `❑Complies :See the Envelope Assemblies 402.3.3, ;❑Does Not :table for values 402.3.6, ;❑Not Observable 402.5 I❑Not Applicable [FR5]1 402.4.1.1 ;Air barrier and thermal barrier "` ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's _ _ _- _- =;❑Does Not instructions. ° `'r. f❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built - = _ = _ _ ,u _ `:❑Complies Requirement will be met. ❑Does Not [FR2011 :is listed and labeled as meeting =` '"' - V _ - _ _ ; :AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable . or has infiltration rates per NFRC 1400 that do not exceed code i❑Not Applicable limits. " 402.4:5,; ;_IC-rated recessed lighting fixtures ```~ = '❑Complies Requirement will be met. ;sealed at housing/interior finish `'_ _ ❑Does Not and labeled to indicate<_2.0 cfm _-_ : _ `❑Not Observable leakage at 75 Pa. y ;❑Not Applicable 403.2.1 Supply and return ducts in attics = ❑Complies Requirement will be met. [FR1211 :insulated>= R-8 where duct is -- -- `❑Does Not >= 3 inches in diameter and >_ 'R-6 where<3 inches.Supply and _ ❑Not Observable return ducts in other portions of ,s❑Not Applicable .the building insulated>=R-6 for - diameter>=3 inches and R-4.2 - for< 3 inches in diameter. 403:3:3:5;-Building cavities are not used as fi;❑Complies Requirement will be met. [FR15]3 _ ducts or plenums. y{ _ _❑Does Not ; ❑Not Observable --,,[]Not Applicable ,403,.4 ;zzHVAC piping conveying fluids R- R- :❑Complies Requirement will be met. [FR17]2,,=-'above 105 QF or chilled fluids ❑Does Not below 55 QF are insulated to>_R- iy UNot Observable 3' '❑Not Applicable 403.4.1 ;Protection of insulation on HVAC 'r = = ❑Complies :Requirement will be met. [FR2411 ,piping. - `,`-_''' --;.` ❑Does Not ❑Not Observable ;❑Not Applicable rHot water pipes are insulated to R-' R-` ,❑Complies Requirement will be met. [FRT81? 4 zR-3. 3❑Does Not ; A. _ y-=, ❑Not Observable u ❑Not Applicable - I High Impact(Tier 1) ;2, Medium Impact(Tier 2) 1.3:1 Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 03/01/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\lakeside dr Page 4 of 9 southold\energy.rck Section = . ; :•.:. - = Plans Verified; •Fielil,l/erified ®rri lies? ;Coo�aroieriits!®,ssurrtptaons , Framing l;RciugFa-ln Irispecti®n Value,;°,;' p'' n`_ /aiue,,, AD 403.6._,='-:•?Automatic or gravity dampers are __ .;'.;'; _ _."❑Complies ;Requirement will be met. installed on all outdoor air _ _ = :,❑Does Not :--_ intakes and exhausts. _ 1 '❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 03/01/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\lakeside dr Page 5 of 9 south old\energy.rck „Section` - -,-Field-Verified m _ =#_ Irisulafion.11rispec$iori=:',,,_ _ - ;`:Coralplies? Gomerits/dtssumptions, &'Re".1'13. 11A�S'V6rifidd-:!/slue;. : r' 303:1..' ^.iAll installed insulation is labeled ; . _ s❑Complies Requirement will be met. [IN15]?- or the installed R-values `❑Does Not 7 provided. t ' n ❑Not Observable ;❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- :❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood '❑ Wood '❑Does Not 'table for values. [IN1]1 ❑ Steel ,❑ Steel �❑Not Observable ` ❑Not Applicable ; 303,2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 :manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the _ L -{ =a❑Not Observable �<< f 'underside of the subfloor,or floor -[]Not Applicable framing cavity insulation is in contact with the top side of = __ sheathing, or continuous 'insulation is installed on the underside of floor framing and extends from the bottom to the ;top of all perimeter floor framing `members. - 402.1.1, Wall insulation R-value.If this is a; R R- ;❑Complies 'See the Envelope Assemblies 402.2.5, mass wall with at least 1/z of the ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 !wall insulation on the wall ❑ Mass `❑ Mass :[:]Not Observable [IN3]1 exterior,the exterior insulation g� requirement applies(FR10). ❑ Steel :❑ Steel ❑Not Applicable 303.2 !Wall insulation is installed per = __° '; ❑Complies .Requirement will be met. [IN4]1 manufacturer's instructions. '}, _ =; ❑Does Not r; a '_-❑Not Observable _'''❑Not Applicable ` Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2= Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 03/01/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\lakeside dr Page 6 of 9 southold\energy.rck ;;Section .I,' ;; _ Planslferlflesl- `Fie9d Verifiec8,= _ A-; Final leispec#a®n`;Pc ovisons=` _ a ue = „Corriplies., C®me»eets/assurripti®ns_„ rtalue= -V 402.1.1, Ceding insulation R-value. _ R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood °❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel '❑Not Observable 402.2.6 ❑Not Applicable [Fill' 303.1.1.1, Ceiling insulation installed per _ ❑Complies Requirement will be met. 303.2 manufacturer's instructions. -',,, = ✓" - -❑Does Not # r [F12]1 Blown insulation marked every ❑Not Observable 300 ft2. ❑Not Applicable °402.2;3,' 2-,,Vented attics with air permeable ;,Y;" ; ' _ •; ❑Complies ;Requirement will be met. "insulation include baffle adjacent - _, = ';- `,r .❑Does Not >>-- :"to soffit and eave vents that `°'= __ _=''"f __ _ - _ _ _ =_��❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 ' :Attic access hatch and door R- R- ;❑Complies :Requirement will be met. [FI3]1 'insulation ?R-value of the .❑Does Not adjacent assembly. '❑Not Observable ❑Not Applicable , 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = :❑Complies :Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ,❑Does Not �<=3 ach in Climate Zones 3-8. :❑Not Observable ❑Not Applicable 403.2.3 `Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air i ,[_]Not Observable handler @ 25 Pa.For rough-in ;❑Not Applicable 'tests,verification may need to ;occur during Framing Inspection. , 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 ;[]Complies ;Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ;[]Does Not either: Rough-in test:Total ❑Not Observable 'leakage measured with a t❑Not Applicable pressure differential of 0.1 inch ,w.g. across the system including , .the manufacturer's air handier enclosure if installed at time of test.Postconstruction test:Total ; leakage measured with a ;pressure differential of 0.1 inch :w.g. across the entire system including the manufacturer's air ,handler enclosure. 403.3.2.1 :Air handler leakage designated 3❑Complies !Requirement will be met. [F124]1 '!by manufacturer at<=2%of _ `❑Does Not design air flow. ;❑Not Observable ❑Not Applicable 403:1:1 =_M Programmable thermostats = '❑Complies Requirement will be met. -,'installed for control of primary =❑Does Not - %heating and cooling systems and '❑Not Observable ;initially set by manufacturer to _ _ = :y❑Not Applicable code specifications. - 403.1:2[5 :Heat pump thermostat installed ❑Complies Requirement will be met. on heat pumps. _ ,,a❑Does Not ❑Not Observable ;_= r _. `4'..'> .. ❑Not Applicable ---,',Circulating-r,Circulating service hot water _ _ ;❑Complies `Requirement will be met. � - yy _ _ :'�,,; _ �` _ .; usystems have automatic or }.`"_.r _ - r` ,❑Does Not accessible manual controls. _''4_ ";❑Not Observable . ;❑Not Applicable 1 I High Impact(Tier 1) ,2^ Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: proposed single family dwelling Report date: 03/01/18 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\lakeside dr Page 7 of 9 south old\energy.rck . . ` ~ ` southo|d\energyrck - ' . . . . 0MM ns JD Compliance certificate posted. Ocomplies Requirement will be met. ,E]Does Not Not Observable -,E]Not Applicable ib:3�3, :-,Manufacturer manuals for plies Requirement will be met. om 01813 E]Does Not —mechanical and water heating have been provided. 01\lot Observable Applicable Additional 11 High Impact(Tier 1) ipact(Tier 2) oct Mier 3) Project Title: proposed single family dwelling Report date; 03/01/18 Data filename: C:\Users\Adnnin\Documents\COPYD1lO4\bui|ders\pembnokeVakesidedr Page Qof 9 2015 MCC Energy Rm Insulation Rating Value: Above-Grade Wali 21.00 Below-Grade Wali 0.00 Floor 19.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Window 0.30 0.30 Door 0.30 0.30 Skylight 0.30 0.30 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments vuss PLACARDING REOUPM DO NOT PROCEED WITH RAMINQ UNTIL SURVEY OF FOUNDATION LOCATION P D � �� HAS BEEN APPROVED. r DAS NOED T :• B.P'.# FE ✓BY: ' : NOTI Y BUILDING ,DEPARTMENT AT 765-1802 "8-AM TO- 4 PM, FORJHE FOLLOWING,INSPECTIO,NS: 1. FOUNDATION - TWO "REQUIRED F,OR.,POURED CQNCRETE� PLUIV113E- CERTIFICATION 2. ROUGH - FR'AMIN'G-`&• PL--0MBING c 3. INSULATION ON L`AD CONTENT BEFORE 4. FINAL -,CONSTRUCTION MUST (- FE �TIFIC-ATE:OF'O00UPANCY BE COMPLETE FOR Cbll" SOLDER USED IN WATER ALL CONSTRUCTION_ SHAL,L,,MEET THE SUPPL-Y'SYSTEM'CANNOT REQUIREMENTS,'QF THE CODES OF NEW EXCEED 2110 OF I%LEAD. YORK STATE. NOT RESPONSIBLE FOR 1 r DESIGN' OR CONSTRUCTION ERRORS, COMPLY WITH ALL CODES OF NEW YORK STAT DES__ AS REQUIR AND CONDITIONS F PLUMBING ALL PLUMBING"WASTE , &WATERLINES°NEED TESTING BEFORE COVERING �IlIIIOLQTOI>�I - �,��. Must provide Manuals D, J and S as per OCCUPANCY OR R,;;n^� NYS Energy code USE IS UNLAWFUL WITHOUT CERTIFICATE BIOWer door OF OCCUPANCY -.:�_.-.,�.�:� and ductwork testing required. All exterior lighting installed,replaced of repaired shall confonU to Chapter 172 of the Town Code 1� RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. r � s NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: Pre-Fab/ Factory Built Fireplaces Plumbing Note: CODE COMPLIANCE STATEMENTS: SAFETY GLAZING(TEMP GLASS)IS REQUIRED In accordance with IRC code chapter ALL PLUMBING SYSTEMS SHALL BE AT GLAZING IN A BUILDING WALL ENCLOSING 10, factory-built fireplace inserts shall INSTALLED IN ACCORDANCE WITH BATHTUBS AND SHOWERS WHERE THE PART VII OF THE IRC&NYS UNIFORM 1. The windows selected for this project shall meet BOTTOM EDGE OF THE GLAZING IS LESS be UL listed and labeled and shall be CODE SUPPLEMENT the egress requirements of R310. THAN 60 INCHES ABOVE A STANDING installed in accordance with the 2. All windows shall meet Section 8308 Glazing and SURFACE AND DRAIN INLET. conditions of the listing. Factory-Built Electrical Note: g ® WET SURFACES: R308.4.5 fireplaces shall be tested in accordance ALL ELECTRICAL EQUIPMENT R308.4 Hazardous locations. GLAZING IN WALLS,ENCLOSURES CONTAINING AND WIRING SHALL BE INSTALLED 3. Windows were required shall meet the Window Fall SOLAR ENERGY SYSTEMS (8324) WHIRLPOOL, BATH TUBS,SHOWERS, with UL 127. Hearths shall be installed in IN ACCORDANCE WITH PART VIII OF protection requirement R312.2. SOLAR ENERGY SYSTEMS SHALL COMPLY SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM accordance with the listing of the THE IRC. AM IN IMUM OF 75%PF WITH IRC SECTION 324,APPENDIX U EDGE OF THE GLASS IS LESS THAN 60" PERMANENTLY INSTALLED FIXTURES 4. Bathroom windows shall meet the hazardous &NYS SUPPLEMENT.SYSTEMS SHALL BE MEASURED VERTICALLY ABOVE ANY STANDING OR Fireplace & in accordance with IRC code MUST HAVE HIGH-EFFICACY LAMPS. glazing requirements as per R308.4 LISTED AND LABELED WITH UL 1741. WALKING SURFACE SHALL BE CLASSIFIED AS for Hearths & Hearth extension. 5. Stairs, landings, railings & guards shall comply PANELS SHALL BE LISTED AND LABELED PERTABLE R308,3.1(1)AND R308.3.1(2)OF THE IRC. Mechanical systems 9 9 g p Y WITH UL 1703. All Fireplace shall be equipped with an THE MECHANICAL SYSTEMS SHALL with R311 & R312 exterior air supply. Exterior air ducts BE INSTALLED IN ACCORDANCE WITH 6. Outside lighting shall comply with RE 3803.3 EXCEPTION:GLAZING THAT IS MORE THEN 60" PART V&VI OF THE IRC. g g p y SOLAR READY ZONE: MEASURED HORIZONTALLY AND I N A STRAIGHT LINE, shall be UL listed. Factory Built Chimneys ALL MECHANICAL SIZING PER ACCA 7. Stairway illumination shall comply with R303.67 IN ACCORDANCE WITH IRC CODE APPENDIX U FROM THE WATERS EDGE shall be in accordance with IRC code chapter MANUAL"S"BASED ON LOADS and 8303.8 THE TOTAL SOLAR-READY ZONE AREA SHALL BE 10 Section R1005 Factor Built Chimneys. CALCULATED PER ACCA MANUAL"J" NOT LESS THAN 300 SQUARE FEET NOT INCLUDING SAFETY GLAZING IS REQUIRED ADJACENT TO y y ' DUCT COMPLIANCE WITH MANUAL"D" 8. Fireblocking shall comply with 8302.11 thru R302.11.2 ACCESS OR SET BACK AREAS AS REQUIRED BY STAIRWAYS,LANDINGS, AND RAMPS WITHIN THE IRC AND NYS SUPPLEMENT. 36 INCHES HORIZONTALLY OF WALKING SURFACE R303.4 MECHANICAL VENTILATION. 9• DraftStOpping Shall conform t0 8302.12 thru 8302.12.1 ROOF AREA ORIENTATION SHALL BE BETWEEN OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM DWELLING UNIT SHALL BE PROVIDED 10. Flame spread and smoke-developed index for walls W 110-270 DEGREES OF TRUE NORTH. TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN WITH WHOLE HOUSE MECHANICAL EXPOSED SURFACE OF GLASS IS LESS THAN VENTILATION IN ACCORDANCE WITH and ceilings shall compy with 8302.9 thru 8302.9.4 (.) 60 INCHES ABOVE THE NOSE OF THE TREAD SECTION M1507.3 11. Flame spread and smoke-developed index for Z OR WALKING SURFACE. insulation shall compy with R302.10 thru R302.10.5 W ROOF PLAN11. Recessed lighting fixtures rated for Q -- membrane penetration shall meet ASTM Ell 9 (f) W SCALE: 1/8" = l'-0" and Fire Stopping as per ASTM E814 or UL 1479 W _ Z 12. Exterior Decks shall comply with R507. W C) 0 WW J O 'C^ 0 40'-0" v J •-L� W rJ Q0 n W N < < No I � 0 ° °'€ V O O VENT CLOTHES DRYER ; 2 Y E �6 4'b .0 n`s IN ACCORDANCE WITH - u o v Cc 2, m t >, CHAPTER 15-CLOTHES c -Z m `o " m m m I -a_ a � � c DYERS EXHAUST. °' - U 111 rn o w ff•H a' `o 30 X 30 SKYLITE Framer to verify centerline of window _ .n c c - p N VAULTED CLG over sink with kitchen layout plan �, o.o u w U w temp PROVIDE WATER-PROOF tem m c a'u, o o �' m o saftey glass PAN WITH CURB&DRAIN saftey glass DBLE FRAME OPEN'G provided by Owner or builder. c 2 U= °Y N a �',� _ Ny >.n = a5 � o 36x72-2 18X36 36X36 4) - c 3 m.-a 3 c 3 - - - - - - - - - - - - - - - - 3'-O" x 6-0" 3'-O" x 6-O" 3'-0° x 3'-O' -- --- -- --- °' h.� r c c o - - - - - - --1- c 9 w o'E a: u co �n�• - m � � rn � .. w � cc'� 2-2x8 x L s = _ c �, v 3 . O2-2x8- j CLOSET ----- -------._ 2-2x8 m a� o E 2 1 3/4"x 9 114"LVL o 2 2x8 �` I C c r o u 8'-0"CLG HT Q Q ---------- ---- l r--- _ , o g o c '? c m o 0 15' O V' I - Lt 171) �r�-__-- --- U U. in N N N U N LL N Q N C C7 C G7 O Lc CL M moaf6iocoir 11'-3'/z" 2'-0'/2' `r 8'-4" 9'-8" 6'-5" - 3/2" ---------------- POST Z c� c 5'/" N ,/z a 3%� u 5'/z' 5'/" HDR KITCHEN O u� W FAN 7� F- c°� yms I=- mEa.EaL o u FAN /- O L - - J I `"l N O O ® X0 \\ 0 U ® uJi o Q '/ p Uld �� KNEE WALL 2 4 co (Di - - -FAN O`2�/ a' x 32" O rw- N ABOVE S U 4'-6" ® 1'-10%' �� LIVING ROOM m �s� � N M u `r' x oo-`t -,L)0 \\E/m' HALL V) LL I > C) v ` o \ N x x O ;r 0O / I 4x10 FLOOR JOISTS = p c�cv =x 8'-0"CLG HT ° X 2'-6" \+ ------ 0 2 4 \ 16' oc LL o _ -- -- I Bedroom #2 � ,� E_�: 3'-53i" 8'-0"CLG HT in 3% '/Z" 2'_4" -- -- \ cv T-6" --------- / -- 3-2x10 FLUSH m -------- 2'6" M - (3) I-3/4"x 9-1/4" LVL FLUSH -- ---- - - - 2.-4.. _ o co 2x10 RIDGE �? - - - - - - - - - - - - -- ---- v - - - - 2 x 8 Rafters a.. 16"oc N N --- --- N .2 x8Rafters a16"oc LU / O 2'-6" _------ O \ I '• ---- -- - _ - V C O UL LISTED GAS 0 0 `V PRE-FAB FIREPLACE + - "SEALED"GLASS DOORS ❑______ ' ' �� Bedroom #3 0 \�O D AS PER RESIDENTAIL Q _ d) u u ti 0 0 CODE-CHAPTER 10 ------ ¢ t / 0 8l-0-CLG HT - ----- `� 0 Bedroom #1 \A M VENT TO EXTERIOR - T @�C° dUco 8'0"CLG HT I ------- ¢ GL _ 0 0 T Li w{L = V @) TO"HEAD HEIGHT ------- w ;, 00 CID3 CLEARANCE MIN. ________ @ �� \\ --- --- HOME OFFICE a o ----- - of rnH \ - - - O ao U U co U U � 0 CV I- I XX N XX o UP X O N N N N N _ x � z m Q 2'4" 21'-5" Q 5'z" 3'/z" 31/2" 5'/#" 2-2x8 2-2x8 � 3-2x10 3� 2-2x8 2-2x8 =t' r'VI D w 2-2x8 2-2x8 2-2x8 U (n L0 2 2x8 2 2x8 L0 t Go > <-- - ------- - - - -- Z 3- X 6'-0" 3'-0"X 6'-0" 3'-0"X 6'0" 3'-0"X 6'-0" 3'0"X 6'0' 3 o x 6-O 3-O x LU 6- 3-O x 6 0 3 0 x 6-O U) u u n r O" u r u " n I -q. sTeep I I I Frame Entry with F? 2x6 raftrers 16"oc IG-a and 2x4 Cieling Joists 16"oc --- 8x8 POST � - ---------------------- TYPICAL RAILING 2x4 TOP RAIL 2x2 BALUSTERS @ 41'oc 2x4 BOTTOM I 4x4 POSTS @ 5'OLoci I I 6'-0" T-0" T-0" T-0" T-0" 6'0" 6'-O' 7'-O" l'-O'10 (V I � 40'-0" 01 '- I ------- w ��l � � M � R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS SPECIFICATION: V o Plans indicates ALLSIDE Double 1 2ND FLOOR PLAN TOP OF THE WINDOW SILL SHALL Hung Vinyl Windows and shall be ED AR M FLOOR BE A MINIMUM OF 24"ABOVE THE FINISHED In accordance with IRC R609 16T FL R FLAN ��- r��' J cy�� . � � kn �i *,:, � FLOOR AND GREATER THAN 72"ABOVE THE To be designed & installed as per manufacturers w C�� SCALE: 1/4" = I-QII FINISHED GRADE OR OTHER SURFACES Specification for 140 ultimate design wind speed SCALE: 1/411 BELOW ON THE EXTERIOR SIDE OF THE , BUILDING. SHALL COMPLY AS FOLLOWS: and IRC Table 301.2(2), 301.2(3) S Smoke Detector AREA; 960 SF Glass Type: Low E with a minimum U s .30, SHGC s .30 AREA 960 SF Carbon Monoxide Detector f - R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: shall meet R 310 co Refer to DWG-1 General Notes WINDOW OPENING CONTROL DEVICE SHALL FIRE BLOCKING SHALL BE INSTALLED In accordance with Section 915 of the '� 01' OA ' WINDOW FALL PROTECTION: shall meet 8312.2 . �-. COMPLY WITH ASTM F 2000. THE OPENING IN ACCORDANCE WITH IRC R302.11 2015 IFC as amended by the NYS 0 t;c DEVICE AFTER OPERATION TO RELEASE THE Substitutions made upon meeting Code. THRU R302.11.2 AND DRAFTSTOPPING uniform code supplement DEVICE SHALL ALLOW THE WINDOW TO See page one, general notes for additional PER R302.12 THRU R302.12.1 ,. FULLY OPEN TO MEET THE CLEAR OPENING code requirements. kyr AS REQUIRE TO MEET EGRESS R310.2.1 6! 9 03G GENERAL CONSTRUCTION NOTES TABLE P3201:7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code 15. No backfill shall be placed against the foundation walls MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) IRC 2015 NAILING SCHEDULE 2nd Printing, as adopted by NYS, The 2017 Uniform NYS Supplement and until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2016 supplement to the New York State Energy conservation MINIMUM LOAD LOAD NUMBER AND TYP 10 DESCRIPTION OF FASTENER SPACING AND construction code ( revised August 2016 ); 16. Double joists under parallel partitions and under whirlpool tubs. inches Uninhabitable attics without storage LOCATION Additional Code Compliance: Double around openings in floor and roof framing. Bathtubwith or without shower head Uninhabitable attics with limited storage 20 10 2015 International Building Code; Plumbing code; Fire code; Mechanical code; Bathtub (with ROOF FRAMING and/or whirlpool attachments 1-1/2 Fuel gas code; Existing building code; Property maintenance code. 17. Metal flashing shall be installed were concrete abuts wood, Habitable attics&attics served with fixed stair 30 10 4-8d BOX (2-1/2")OR ALL CODES shall supercede the drawings and shall be incorporated into the and were decks abut house framing. Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER, TOE NAIL drawings WHETHER they are indicated on the Plans or NOT. Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 3-8d COMMON EACH JOIST,TOE NAIL Additions, Alterations & Renovations: shall conform with Appendix J of the IRC CEILING JOISTS NOT ATTACHED To PARALLEL Floor drain 2 Guards and Handrails 200 3 RAFTER, LAPS OVER PARTITION TABLE 8802.5.1(9) EACH LAP as amended by the NYS Uniform Code Supplement. 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL of not less 8 percent of the floor area of that room, and the minimum Kitchen sink (one or two traps, With Or Guard in-fill components 50 4 RAFTER HEEL JOINT TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions openable area to the outdoors shall be 4 percent of the floor area being without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-10d Box {3") OR a passenger vehicle garages 50 OR 1-1/4"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER •� ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) - ,�, r o 3. The contractor prior to the! start of construction shall verify all Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER To TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND Cs" dimensions, existing or new and be responsible for field fit. 20. All window and door headers to be 2-2x10 unless noted otherwise. Shower based on the total flow rate throe h Sleeping rooms 30 10 4-1Od BOX 1 TOE NAILS ON OPPOSITE SIDE ( g p g OF EACH RAFTER OR TRUSS N rr/ 0 (41 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 showerheads and bodysprays) stairs ao 20 : ? t=`.'. 4-16d OR shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1 Od COMMON TOE NAIL . O All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 gpm and less 1-1/2 3-16d BOX OR electrical or plumbing sub-contractors. More than 5.7 gpm up t0 12.3 gpm 2 2-16d COMMON END NAIL Electrical certificates are to be provided the electrical contractor. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per More than 12.3 gpm up to 25.8 gpm 3 ro the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, More than 25.8 m u to 55.6 m 4 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING 5. All New Footings shall bE:ar on Virgin, undisturbed soil with an assumed bearing capacity outside of each separate sleeping area in the immediate vicinity of the bedroom gpm p gpm STRUCTURAL MEMBERS DEFLECTION of 2000 pounds per square Foot. All Footings shall be 36" below rade Minimum. It shall 8 STUD To STUD(NOT AT BRACET)WALL PANELS) (3. COMMON p p q 9 9 and on each stay of the dwelling, including basement and cellars and not less than Rafters having slopes greater than 3/12 with 3.5"x 0.162") 24"O.C. FACE NAIL be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the llathroom door containing a bathtub or shower. Alarms shall be no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING;STUDS AT 16d BOX disturbed by construction. interconnected and hard-wired to a commercial source. INTERSECTING WALL CORNFTF AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL WHENEVER an alteration, addition, or conversion is made to an Existing Interior walls and partitions H/180 16d COMMON Where the building official determines that in-place soils with an allowable bearing capacity Residence, the smoke detection system of the ENTIRE residence must be TABLE R302.6 10 BUILT-UP HEADER 1s"O.C. FACE NAIL ALONG EDGES ss than 1 500 psf are like) to be resent at the site the allowable bearing capacity shall _ L/36o (3-1/z"x 0.162") I_LI of le p y p 9 P Y brought up to rode, hard wired and interconnected. 11 CONTINUOUS HEADER TO STUD OR BOX(2MM X0.113") TOE NAIL �•/ DWELLING - GARAGE SEPARATION All other structural memebers OR 4-Sd COMMON be determined b a soils investigation. L/24o Y g 12 TOP PLATE TO TOP PLATE 16d BOX SEPARATION MATERIAL (3-112"x 0.162) 16"O.C. FACE NAIL 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 Exterior walls with stucco finish H/360 W 6. Cast-in-place concrete shall be air entrained;5% < 7%total air content by volume and have of the 2015 IFC as amended by the NYS 2016 Uniform Code Supplement. DOUBLE TOP PLATE SPLICE�Dcs A-D2 WITH NOT LESS THAN 1/2"-INCH GYPSUM OR 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, FROM THE RESIDENCE AND ATTICS Exterior walls-wind loads/brittle finishes Uz40 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX _ p g Y P P P Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT TO THE GARAGE SIDE 13 _ JOIST)MIN 24"LAP SPLICE LENGTH) garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinityof the bedrooms. combination carbon monoxide and smoke alarms r^ W FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes Ll140 DOUBLE TOP PLATE SPLICE,DGs A-D2 WITH FACE NAIL ON EACH SIDE OF END vJ \ International building cocle and NYS amendments. shall be permitted in lieu of carbon monoxide alarms. /' ,.p 12-16d (3-1/2"x 0.135") BOARD SIESMIC BRACED WALL LINE a. ACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) uJ _ All Concrete shall conform to the latest ACI standards. L=span length,H=span height ��// STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES NOT LESS-HAN 1/z"-INCH GYPSUM BOARD 14 BOTTOM PLATE TO JOIST,RINI JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"0.'C. FACE NAIL L.L. IJ_ All CO alarms shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"QC..FACE NAIL Reinforcement: Steel reinforcement shall comply with the requirements switch with battery back-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) C) Q of ASTM A 615, A 706 or A 996. GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS'HAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RINI JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C. FACE NAIL W W J Minimum yield strength of reinforcing steel shall be:40,0000 psi (grade 40), 24. WALL BRACING: Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF OR BLOCKING (AT BRACED MALL PANELS) 2-16d COMMON 2 EACH 16"O.C. FACE NAIL required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2 8 EXTERIOR'NALLS THAT ARE WITHIN THIS AREA q ( ) section 8602.10.4.2 Continuous sheathing method. RAFTER RAFTER GROUND SNOW:20 PSF 16 TOP OR BOTTOM PLATE To STUD 3-16d BOX - O C) O End conditions for braced wall lines for the continuous sheathing shall conform SLOPE SPACING END NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be to Figure R602,10.7. Braced wall panel connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 2-16d COMMON !!^^ SHALL COMPLY WITH TABLE 8702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. � vJ located at the centerline of the wall determined from tables R404.1.2(2)through R404.1.2(7). shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) 17 TOP PLATES, LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX FACE NAIL O W 12 FT 20 FT 28 FT 36 FT �e Vertical reinforcement in basement walls determined from table 8404.1.2(8)shall be located RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 2-16d COMMON 3.. to provide a maximum cover of 1-1/4 inches from the inside face. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 Q O p 25. WIND DESIGN: shall be as per 8301.2.1 A continuous load path shall be NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND^LATE 3-8d BOX FACE NAIL provided to transmit the applicable uplift forces in section R80211.1 from the 2-8d COMMON Concrete basement foundations shall have horizontal reinforcement as follows: roof assembly 10 the foundation. 3: 12 16"O.C. 5 s 10 13 Based on R404.1.2(1)- (includes basement entrances and window wells) Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of TABLE 8301.2.1.2 IRC Windborne Debris protection 4: 12 16"O.C. 4 6 s 10 �! wall and One#4 bar near mid-height of wall. asphalt shin lesshall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels E P g 5: 12 16"O.C. 3 5 6 8 12 Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of as per Table R905.2.4.1 of the IRC Residential Code. " �, ` o- 12 wall and One#4 bar near the third points in the wall story. Fasteners for as halt shin les shall be alvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 s s ° w ° a 6 p g g Type Less than or less than or less than or FLOOR FRAMING '- € L � °o copper roofing nails, minimum 12 gage shank with a minimum- YP equal to 4 feet equal to 6 feet equal to 8 feet T ° U = � c 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 3/8 Inch diameter head. The fasteners shall penetrate through the roof sheathing q q q 9: 12 is"C.C.o.c. 3 4 4 5 `- `° ° Lr) `°" 4-8d BOX �� o0a cw � Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST PER JOIST-TOE NAIL °.0 c ami Y ° P Y P 12: 12 16"O.C. 3 3 4 4 3-8d COMMON :a �, �°._ ° � �, � P but not less than 4 per strip. No 8 Wood screw ° 0 ° Min. Fb for dimensional lumber= 850 psi 16 inches 10 inches 8 inches 22 RIM JOIST,BAND JOIST OR BLO"KING TO SILL OR TOP 8d COMMON a °Y ;a 2 o based anchor with PLATE(ROOF APPLICATIONS AICO 6"O.C.TOE NAIL m m 2 r= o m•g a ° c 3 on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE ) 1od BOX a�s�,•0 3 L 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: 27. Flame Spread Irdex: R302.9 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS •- a� 5=-6 0 � a.) All Fasteners shall tie Hot Dipped Galvanized -ASTM A 153 class D wall and ceilin finishes shall have a flames read index:5 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 2-10d BOX ° ° g a° _ 5 2 N 4 " or stainless steel. g p 23 BLOCKING TO JOIST u, - y m Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON EACH END �, �, a) o= b. Use Copper flashing Only against ACQ Lumber Sill Plates No 10 Wood screw L a_ � �' o o C o PP I Y 9 &attics shall have a flame spread index:5 25 9 inches 4-16d BOX ° Cr 1116:5 ° E~_ c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc based anchor with 16 inches 12 inches H c / H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLA'E TOE NAIL o o'�-o c m CO w c a) 3-16d COMMON c t= E 2 ° ° o. shall be Hot-Dipped or Stainless Steel. 2 inch embedment on center on center on center � ` co , m &0 pp Smoke-developed Index: R302.10 z len ht 1 / 3 1.5 3 16d COMMON `0 0 4 `+' m c°i wall and ceiling finishes hava a smoke-developed index 5 450 g 25 2" PLANKS(PLANK&BEAM FL6 ' '&ROOF) 4-10d BOX AT EACH BEARING,FACE NAIL � c a E m m o � 2.c Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies 1 / 4 1.33 0 N o E a o a 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be &attics shall have a smoke-developed index :5 450 tested with ASTM E 84 or UL 723 1 / 5 1.25 installed in accordance with the manufacturers latest installation details, 26 BAND OR RIM JOIST TO JOIST 4-16d BOX PER JOIST Framing connectors, Allowable Hole diagrams, specifications, etc. _ 3-isd COMMON 28. SWIMMfNG POOLS. Shall conform to IRC 2015 Section 8326 and as amended a. This table is based on 180 ultimate design wind speeC and a 33-foot mean roof height. 1 6 1.20 z Micro-Lam Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi by the NYS Building Standards and code 2016 UNIFORM CODE SUPPLEMENT 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 24"O.C. FACE NAIL TO TOP&BOTTOM 0 = "Parallam PSL" Design Stress: E 2.0, Fb = 2,900 psi, Fv= 290 psi dated March 2016. opposing p STAGGERED ON!OPPOSITE SIDES b. Fasteners shall be installed at o osin ends of the wood structural ane!. W -, "Anthonyower Beams Design Stress; E=2.1, Fb =3000 psi, Fv=300 psi (n y g P P Fasteners shall be located a minimum of 1 inch from theedge of the panel. 28 LEDGER STRIP SUPPORTING JOLTS OR RAFTERS 4-16d BOX IRC TABLE 802.11 3-16d COMMON EACH JOIST OR RAFTER, FACE NAIL W _ 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324, Appendix U, RAFTER UPLIFT CONNECTION FROM WIND J 0 W � O 10. 8310.1 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, International Fire Code, 2015 IECC appendix RB and as amended by the c. Anchors shall penetrate through the exterior wall covering with an embedment length of Z J_ each sleeping rooms in basement, habitable attics, and every sleeping room NYS 2016 uniform code supplement. Provide, but not limited to: Solar ready not less than 2 inches into the building frame. Fasteners shall be located not less than F29 BRID�rNG TO JDIST 2-1Od BOX EACH END, TOE NAIL z d' p emergency p opening roof zone area of not less than 300 sq. ft. Access and pathways, roof access points, 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C Q -•I Z F- 41 shall have at least ONE operable emer enc escape o enin as follows: SPACING SPANQ W 0 F- co VI Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley (FEET) ULTIMATE WIND SPEED SUBFLOCR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = of V W E A. Minimum net clear opening of 5.7 square feet. d. Where screws are attached to masonry or masonry/siticco, they shall be attached PARTICLE BOARD WALL SHEATHING TO FRAMING W C) +, Except grade floor openings shall have a minimum net clear using vibration-resistant anchors having a minimum ultirrate withdrawal capacity of 130 14o TABLE 8602.3 (1) V I-- A permanent certificate indicating the solar-ready zone and other requirements of 9 g P Y ROOF PITCH RooF PITCH Z opening of 5 square feet. LL this section shallbe posted near the electrical panel or water heater by the builder. 1,500 pounds. _ B. Minimum net clear opening height shall be 24 inches. <5:12 i 5:12 <5:12 2 5:12 DESCRIPTION OF SPACING OF FASTENERS W CL NUMBER AND TYP C. Minimum net clear opening width shall be 20 214 201 263 247 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMEDIATE ROOF SHEATHING The main electrical panel shall have reserved space for a dual pole circuit breaker 1s"O.C. 12 SUPPORTS GABLE END WALL FRAMING D. emergency escape and rescue openings shall be operational Exterior glazing in buildings located in Wood-Borne del7is regions shall for future solar electric Installation and labeled "for future solar electric". sd COMMON s from the inside of the room without use off keys or tools. be protected from wind borne debris. UBFLOOR,WALL 16"O.C. 18 277 259 342 322 30 3/8 - 1/2 ( ) WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section 8507 Glazed opening protection shall meet the Large Mssle test ASTM E 1996 8d COMMON(ROOF) 6" SEE NOTE A 6" an emergency escape opening shall be provided for EACH sleeping room. and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 16°O.C. 24 340 318 422 396 Emergancy escape and rescue opening shall open directly to the outside Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 26 34s 358 47s 44s 31 19/32"- V 8d COMMON 6" SEE NOTE A 6" 31. NEW Construction /Additions &Alterations: EXCEPTION: Grade floor or E3ELOW grade floor openings shall have ANSI/DASMA 115. Areas within hurricane prone `egions: It shall be the responsibility of the General contractor or his subcontractors to submit (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 49s a net clear opening of not less than 5 square feet. ( ) g g 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" � in detail the design, calculations, drawings, written statements of the mechanical, 0 wind speed is 130 miles per hour or greater. o air conditioning,ventilation. heating systems ( new, existing or upgraded) 16"O.C. 36 469 438 538 547 _ ty W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each stamped by a professional engineer if required by the Owner or Building Dept. (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" continuous run of treads or flight with FOUR OR MORE RISERS. 16"O.C. 42 535 499 664 6zz 11' O Handrail Height measured above stair tread nosinc3, shall not be less than A. EXCEPTION: 1s"o.C. 48 599 559 745 697 34 inches and not more than 38inches. All Handrails shall be continuous Wood Structural panels with a minimum of thicknes;of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS >- Q the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE 8602.3 (3) Q 0 Uto a point directly above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut& predrilled to carer the glazed openings J a wall shall have a space of not be less than 1-1/2 inches between the wall ..._- ._ s"^'at Pi, ----� with attachment hardware provided in the table belcw. and the handrail. see IRC; code for exceptions. Refer to Label all panels and store in a clean d area of thehouse. MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING m uJ Q P dry TABLE 507.2 STRUCTURAL PANEL STUD W W U IRC Code for grip size specifications. ,.•� ' Attachments shall be provided in accordance with tle table DECK LEDGER TO BAND JOIST CONNECTION NAIL SIZE PENETRATIO( STRUCTURAL THICKNESS SPACING EDGES FIELD Lt- W * r as follows: TING ... , „ SPAN RA 12. GUARDS: R312 Porches balconies or raised floor surfaces located more than 30" + ++ / .. ,�� ++ � JOIST SPAN 8d COMMON NAIL � above the floor or rade below shall have a railing not less than 36 inches CONNECTION (2.5"x 0131") 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" 9 9 ,' ; in height. Railings shall have Top rails and Balusters and Bottom rails that are '" DETAIL <6' s'1"To s' 8'1"TO 10' 1 O'1"TO 12' NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed 1/2" DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 by the riser, tread and bottom rail of the guard rail at the open side of a stairway + F TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 30" 23" 18" 15" are permitted to be of such a size that a 6 inch sphere cannot pass through. f NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2 MAX. SHEATHING Open sides of stairs with a total rise of more than 30 inches above the floor or h r Applicant shall provide engineered wood placard 1/2" DIA.THRU BOLT G D ` GYPSUM BOARD FRAMING SPACING OF FASTENERS ff GYPSUM BOAR rade below shall have guards not less than 34 inches in height measured II 36" 36" 34" 29^ APPLICATIO,, ORIENTATION TO MEMBERS SIZE OF NAILS •, on or adjacent to electrical meter box for field inspection. & 1/2 MAX. SHEATHING THICKNESS 9 9 9 +� '�',•, '' ,?.. TO WOOD FRAMING vertically from the nosing of the treads. -•� ,1,:,,«i FRAMING SPACING NAILS scREws Residential structures with Truss type construction, „ - 12'1"TO 14' 14'1 TO 16' 16'1 TO 18' + Pre Engineered Wood Construction And/or Timber Construction 1/2'� CEILING EITHER DIRECTION 16"O.C. 711 1211 5dl COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window for new dwelling and/or any addition,alteration WALL _ EITHER DIRECTION 16"O.C. 8" 16" „� N CZ t- opening is located LESS than 24 inches above the finished floor and GREATER °"F'"""''r`"" a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 1/2 DIA.LAG SCREW g 'urface below on the exterior d r�r & 1l2" MAX. SHEATHING 13" 11" io" WALL " °" "`''""` criai >nrveyn1ATAn CEILING EITHER DIRECTION 16"O.C. 7 12 than 72 inches above the finished rade or other:s r. •r� shall be affixed on or adjacent to any electric box attached to the exterior ^, 1/2 structuralplywood 5/8 6dl COOLER NAILS a lw li rlti•y Li"r•r.+'w yr 0.�� of the structure for field inspectionEITHER DIRECTION 16"O.C. 7" 12" k •-{ of the building,the window must be provided with a window opening control device `'� ; ; 1/2" DIA.THRU BOLT that compiles with IRC R.312.2.2. Window Opening Control Devices. I'I)ILC�I'f " Panel, Attached to & 1l2" MAX. SHEATHING 24" 21" i9" TYPE"x" Al 1a/s"LONG 6d COATED NAILS OR �•+ O Frame in accordance PERPENDICULAR „ GARAGE CEILC' 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. V V 5/8 BENEATH SCREWS SHALL COMPLY WITH 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in with Table R301.2.1.2 HABITABLE ROTS IRC SECTION R702.3.5.1 [-i ,- O LEDGERS SHALL BE FLASHED J ��// F--1 - cG accordance with IRC 8302.11 thru 8302.11.2 and' Draftstopping shall be International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) r, ,? Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) ° Side Elevation c= LM ° 4'-0" OR TABLE: 602.10.5 a �' ° CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING • ° fasten king stud to header with • ° .. CONTINUOUS RIM FULL HEIGHT BLOCKING ° . . . Min.3"x 11-1/4"net header Header ! , ; ; ; / 6-16d sinker nails • _ i•I METHOD CS- D2 3 1 OR END JOIST LENGTH ° ° shall occur at top of wall fasten top plate to header with • _• • M GB. TABLE R6 & • — = i, — = =•� R602.10.3(3)GYP.BD FASTENING. OF BRACED WALL PANEL OR END JOIST BRACEDMEMB WALL PANELBRACLY EDBRACED WA�L PANEL =::=°°° ` CONTINUOUS ALONG 4"OC AT THE PANEL EDGES, INCLUDINGHeader shall be Top plate continuity is two rows of 16d sinker nails @ 3"D.C. •I I•I I•I TOP AND BOTTOM PLATES AND ALL fas I• HORIZONTAL JOIINTS BLOCKED.(BOTH SIDES) ng stud t d to the require per 602. .2 SCREWS 1 5/8"TYPE W OR S i ;' 2-16d NAILS EACH SIDE 6 king sinker nails Braced wall line 1, ( ) y continuously sheated .I ISI ISI C N with 1/2"wood Minimum 40001b header-to-jack-stud x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening (D ca b structural panels •I I'I �- METHOD CSLE R6 _ pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing 1 AS PER;TABLE R602.3(3) 8d @ 6"O.C.ALONG 8d 6"O.C.ALONG TOE NAIL 3-Sd NAILS EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d 6"O.C.ALONG @ W e "° Minimum 40001b header-to-jack-stud strap °� BRACED WALL PANEL 8d 6"O.C.ALONG AT EACH BLOKING MEMEBER ,I WITH 8d COMMON NAILS BRACED WALL PANEL @ o on both side of opening opposite side of Panel splice edges shall occur over BRACED WALL PANEL W sheathing .I (0.131 :K 2.5"LONG) o s 9 - and be nailed to common blocking AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL w •21 _ Min.Double 2x4 framing covered with minimum 1 within the middle 24"of the portal- I• IN FIELD BRACED WALL PANEL BRACED WALL PANEL s --�- . -s-*-4- le height. One row of 3"o.c, nailing BRACED WALL PANEL BRACED WALL PANEL 1/2"thick wood strucral panel sheathing 9 9 9 BRACED WALL PANEL INTERIOR FINISH: with 8d common nails @ 3"D.C.in all framing is required in each panel edge. _ 1' SHALL 13E MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG !. (studs, blocking,and sills)typical if needed I•I 3-16d @ 16"OC ALONG ! ! WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18'(finished width) Min Double 2x4 or WITH IRC TABLE R7 EXT OR BRACED WALL PANEL BRACED WALL PANEL Min.length 16" 2x6 Kin &Jack stud I•I I BLOCKING MEMEBER W I'I 9 9 1/2"min,thickness wood structural ! per Table R602.10.5 panel sheathing — — _ I' TABLE IR602.3(1)FOR EXTERIOR WALL Min double 2 x post J _ _ — _•_ — _ •h 1• _ _ _ J� SHEATHING _ _ CONTINUOUS RIM OR J 1h a: CONTINUOUS RIM OR I° Min. yp. Table jackR60studs (1&2) 'I I'I END JOIST No.of jack studs per Q END JOIST ! ALL HORIZONTAL PANEL JOINTS Lid - I (2)2x4 t �-,. •I ISI SHALL OCCUR OVER AND BE ° i• '1 I'I I'I NAILED TO COMMON FRAMING Min. (2) 1/2"Diameter anchors 2-16d NAILS EACH SIDE installed per section R403.1.6 •I I,I I I 1' OR BLOCKING WITH WITH PANEL N with 2"x 2"x 3116"plate washer W ISI 1' EDGE-NAILING IN ACCORDANCE WITH THE IRC SECTION R602.10.10 ADDITIONAL FRAMING INTERIOR I•I I. FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING ,I SPACING I I I I I. CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW .I ISI 11 l 2 x 4 or Z x 6 STUD WALL OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG BRACED WALL PANEL W •I I•I I•I I' 2 X BOTTOM PLATE METHOD CS - PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION -FIGURE R602.10.6.4 0 'I II II I• FT ,I I•I I•I I, W FF •I I•I I•I 1. EDGE;SPACING -6" FIGURE R602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to W � z Band or Rim joist with nail sole plat Attach Sheathing nail sole plate BRACED WALL PANEL CONNECTION WHEN BRACED WALL PANEL CONNECTION WHEN 8D common nials ,t i to Band or Rim joist �/ ' _ _ u _ _ _ �'�_ _ _ _�' I to joist per• ' , • ' ' PARALLEL TO FLOOR/CEILING at 3"o.c.Top a .I sub-Floor nailing sched. 8D common nialsnailing sched.FRAMING PERPENDICULAR TO FLOOR/CEILING Bottom - at 3"o.c.Top and L-A. Rim Joist C) FRAMING ° ' ° Rim Joist Bottom °^ ° ° ° per Plans nd W W J • • ° I HoldowBs per V J Q O FASTENING REQUIREME_ TS FORnchor BRACED WALL PANEL AS PER O a:1 TABLE R602.3.( U)�9 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 W CEILING OR < o FLOOR JOIST DIRECTION Simpson 1-1/4" galy. x 20 gage �- —� ENDWALL—► ENDWALL H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A FLOOR AND CEILING JOISTS between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each rafter. E o DIMENSIONAL LUMBER OR ENGINEERED Typical Metal "WINDOW provide blocking @ (5) 8d x 1-1/2" nails in Rafter 4 Ft Perimeter aoi•° o a E2 E a A JOISTS-SEE PLANS Strapping braced wall panels �� PROVIDE STRUCTUIRAL RIDGES m L o a°r at Openings (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field @ 5 8d x 1-1/2" nails in Stud Nails spacing Nailing-See See Nailin Each Rafter on Each side o 5�o o �� Horizontally ywD d sheathing ed O p g g g of Ridge to have a =o a o o r Schedule Dwg-1 Simpson LSU skewable hange . o= o N_w ° U p 0 BLOCKING shall have Solid Blocking U o Y TYPICAL @all Plywood Joints y` c o aY c o AT 48"OC 2-BAYS IN SIMPSON H2A Solid blocking between at each Rafter. With 1-1/4" X 20 Gage Metal Coil °'t�' 3 �� 3 ° BLOCKING @ 48 INCHES ON CENTER g sl I , � o � 0.6z rafters attached to top (5) 8d x 1-1/2 nails in Rafter Strap with (5)-8d common nails a�m m y T °L,N w plate with 8d nails @ 6 O.C. (2) 8d x 1-1/2 nails in plate N ° c- `o w •� SECTION A - A alon len th of braced wall 5 8d x 1-1/2" nails in Stud in each end. catch jack studs `°'_'- ° �' - ° E Corner Holdowns g g ( ) Look Out Blocks o u c a c- L) Refer to tans panel. and window or door Header. w C7-0 w ° p Less than Gable End Wall ,� y p Typical each side and ALL or Equal z.__ _ Q �, �, „ ° END WALL BLOCKING DETAIL for locations N t w� c V c FOR FLOOR AND CEILING BRACING if required K windows an doors. to 12" °' ` E `° e RIM JOIST BLOCKING BETWEEN RAFTERS t) BRACED WALL PANELS N ° I 0 N M IT I- M E a E O O5. NTS rt== IRC 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL See details on NTS RAFTER TO RIDGE STRAP IRC802.3.1 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS this page. TYPICAL ELEVATION NTS rr^^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS vJ (D r^ A MAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING NOTE; 8d COMMON NAILS ARE PROVIDE LOCATED IN THE UPPER THIRD COLLAR TIES @ 1 O C Z z U1 PER NAILING SCHEDULE. 4 WHEN ATTIC FLOOR, CE=ILING JOIST OR HIP ROOF 151 USED TO BRACE 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED ^ J THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. v TO THE RAFTERS WITH 4-BD NAILS LL. EACH END O Q Q < W ALL THRESHOLD CAREFULLY I.t_ FLASHED&CAULKED TO O F– 0 PREVENT WATER INTRUSION I I COMPOSITE RAILING SIMPSON BSC SYSTEM.VINYL RAILING vJ 6 FT MIN. EXTENT OF BLOCKINGGALV.DECK HANGER PAST JOIST S FLASHING EXTENDED I I TOP AND BOTTOM RAIL AND COLUMN COVER AND OUTER THIRD CUT ONTINUOUS FLASHING COLUMN CAP. MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY GALV. DECK HANGER 1 I FOR CODE LENGTH COMPOSITE OR ATTACH BLOCKING TO DECK EXTENDED PAST SIMPSON LUS26 @ 2X6 PRESSURE TREATED Igl SIMPSON ABU POST 12" Min W/10D NAILS @ 4"O.C.STAGGERED JOIST HANGER SIMPSON LUS28 @ 2X8 WOOD DECKIN X 4 TREATED POSTS TO CONCRETE BRACKET SIMPSON LUS28 @ 2X10 _ LAG BOLTED TO JOISTc• SIDE COVER 2"MINIMUM AS PER MANUFACTURES 2X P.T.LEDGER; MUST BE GREATER THAN SPECIFICATIONS. 4"TREATED POST 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST 0 op OR SIMPSON 5D STRUCTURAL DEPTH,MAX. CLEAR OR EQUAL TO DEPTH OF DECK JOIST AND O 1/2"DIA. GALV BOLTS W/ 2"MIN. 1/6 JOIST T- l' NO GREATER THAN THE DEPTH OF THE RIM JOIST 2 x JOISTS I CONNECTOR SCREW � LOCK WASHERS. GRADE 1/3 JOIST DEPTH,MAX. S N _ ATTACH TO BAND JOIST WITH 1/2"DIA. HOT-DIPPED ADHESIVE ANCHORS:HIGH-STRENGTH GALV LAG SCREWS PER IRC TABLE R507,2 AND O EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. lD PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) 2x RIM JOIST USE WITH THREADED ROD - Use 1-1/4" Metal z MINIMUM 1-1/2"THICK ,FLOOR JOISTS SIMPSON D 1122- see Schedule on DWG-1 Z_ MECHANICAL ANCHORS;SIMPSON } BLOCKING.BLOCKS MUST (I-JOISTS OR W/ 8 114"X 1-1/2"SDS M ti of lagscrew shall full extend beyond WEDGE-ALL WEDGE ANCHOR Solid sawn joist and rafter 12 Min Coil Strap 20 Gage Q UJ Q FILL BAY AND FIT SNUGLY SOLID JOISTS) ( ) the inside face of the band joist. y SIMPSON H2.5 AT 5 " (5) 8d common nails W SCREWS @MIN OF n \ EACH JOIST FRONT&REAR STOOP FOOTING: TYP LEDGER TWO LOCATIONS -:)41' \ 12"x 12"x TO VIRGIN SOIL iln EACH END at � J '' *' SIMPSON DTTiZW/(6)10DX1-1/2" notching and bonng limits. (MIN 36"BELOW GRADE) EACH Stud. 00 W PER DECK. EACH NAILS @ MIN.OF 4 LOCATIONSSIMPSON BCILLI WITHIN 24"OF EACH SPACED EQUALLY. TWO WITHIN 24" POST GIRDER XIDE DECK FOOTING: 16"DIAMETER NTS 8d @ 6" oc Along U- 0� ((U END OF THE DECK. OF EACH END OF DECK: CONNECTOR BEAR FOOTING ON VIRGIN SOIL Braced Wall Panel ALLOWABLE LOAD:910LBS. 36"MIN. BELOW GRADE ALLOWABLE LOAD: 1,825 LBS MIN THREAD MAXIMUM OVERHANG FIGURE R602.10.8(1) LATERAL LOAD CONNECTION PENTRATION 318"DIA.LAG SCREW PREDRILLED SHALL BE JOIST SPAN/4 P.T. POST TO CONC. PIER & FOOTING WERE FLOOR JOISTTHREADED ROD, TO CENTER OF TOP PLATE,STUD R507 EXTERIOR DECKS OR HEADER CONNECTION (d� COVERED PORCH NTS WALL TO WALL STRAP ARE PERPENDICULAR TO DECK JOISTS MAY BE SLOPED UP TO 1 : 12 AWAY FROM LEDGER BOARD ATTACHMENT TO BAND JOIST DECK / GIRDER & RAILING DETAIL SIMPSON ABU INSTALLED IN ACCORDANCE 14 15 NTS 10 NTS THE HOUSE 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 NTS 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. e G-185ag 1-1/4" x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 � R602.2,3 (IRC 602.61 Drilling and notching—studs. Hot Dipped Galvanized StrapHot Dipped Galvanized Strap N Hot Dipped Galvanized Strap STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails FIGURE R602.2.3(2)(IRC FIGURE R602.6(2)]NOTCHING AND BORED z_ FASTENERS at each stud Q HOLE LIMITATIONS FOR INTERIOR NONBEARING WALLS SEE TABLE 507.2 N IN 2 ROWS at each stud at each stud Strap may be attached OVER Strap may be attached OVER U the plywood OR directly to Strap may be attached OVER a, o © OO © O 5.5"MIN FOR 2X8* C: Studs. the plywood OR directly to the plywood OR directly to 6.5"MIN FOR 2X10 Studs. p " 5"MAX 6.5" MIN FOR 2X12 - F••-� O © © C14 :^ .> � , • 3-16d @ 16" oc Along BLOCK SOLID +Y M o b c BETWEEN JOISTS '� o I; 2"MIN LAG SCREW OR THRU-BOLTT314"MIN n �o ' Braced Wall PanelLEDGER BOARDII__ - FIGURE R602.10.8(1) ® 'L3 I U • ,: =III=III- V ' =11i=III n ocV �/ O ✓-� PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS ;f` ��` 0 •y/ ch'j�, O "• PER FIGURE R507.2.1(1} OF 2015 IRC CODE FOUNDATION-SILL-STUD STRAPPING *Distance can be reduced to 4.5" Applies to Garage Wall and FIGURE R602.2.3(t)!IRC FIGURE R602.6{1!j NOTCHING AND ', -i,� ', pp g -ill—III-_ BORED HOLE L1411TATIONS FOR EXTERIOR WALL5 AND if lag screws are used or bolt Slab on Grade Construction '-11i11i ° 1-1/4"METAL " BEARING WALLS - i_ spacing is reduced to that of � -dal ' ;, '�, �•-�� °' lag screws to attach 2x8 STRAPPING ledgers to 2x8 band joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST �� 0 •.g1Q O stacked washers not permitted) RAFTER FACE TYPICAL ";,,z OE El N STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FOUNDATION-SILL-STUD 1 �j SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION STRAPPING FLOOR FRAMING STRAPPING / " 17 1 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 1 20 AT CANTILEVER FLOOR JOIST ' Rigid insulation 2X ceiling joists Full Thick Insulation R-50 Cover Box pushes glued together see plan w/ MANUFACTURED LIGHT ENCLOSURE Exterior ill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION Sealant subfloor way for access Insulation dams attic hatch - R-value EIING FRAMING Sheathing thin profile structura.l____,_ Tub equal to the Ceiling Double Frame Attic Typ Roof Const. Base plate-----__ prevent loose-fill sheathing as draftstop Typical insulation requirement access opening d �---`� . behind tub 1 exterior x CJ w/ insulation Sealed to Air Seal insulation from Continuous Be wall Typ Fasci as per drawings floor � Gasket 61l access sshrough of Sealant or Soffit see > Sealant / adhesive �. Const. Dwgs i ` g c Sealant -- -- -= Sealant or 1 min Rigid--------*" i id solid blocking _ - __ _ ____ ;= g or rigid insulation adhesive Insulation. Air sealed around Weatherstrippingeat stairs Adhesio EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap Casing �, 1/2 Gyp. Wall ONTINUOUS BEAD OF SEALANT See Const. Dwgs finish w/ soffit material `Pull-down with caulk Sealant 1x2 Stop Board RECESSED LIGHTING FIXTURE staircase or foam 1/2" plywood DRYWALL CEILING attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE EXTE-RIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL A INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Thin profile structural Eave baffle installed ' • " Fireplace enclosu sheathingi W insulated to top adjacent to soffit and eave �~ V of second floor Sheet Metal Firestop CONTINUOUS BEAD vents. Baffle shall extend over M. z ceiling line Seal joint with OF SEALANT the top of the attic insulation W support Non-combustable as per IRC chapter 11 TYP. ROOF CONST. blocking sealant SUBFLOOR GLUED,CAULKED OR GASKETED (R40202'3) 1 1 1 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE 2 x CJ W/ INSULATION as enclosure liner sealed Typ Fascia AS PER DRAWINGS W � Z Table 12402.4.1.1-Air barrier and insulation installation. Sealant or at perimeter and seams. SEALANT Soffit see OR HERS RATER adhesive - Pre-Fab Fireplace Const. Dwgs C) 0 TABLE R402.4.1.1 Refer to manufacturers AIR BARRIER AND INSULATION INSTALLATION v secs for installation SILL PLATE INSTALLED SEALANT L.L.I LL.I J p OVER GASKER SILL COMPONENT AIR BARRIER C]2ITERIAa INSULATION CRITERIAa �e�D manual SEALANT Typ. Exterior wa General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. See Const. Dwgs p g pica) foundation & framing ' �- W requirements in the building envelope. See architectural plans Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS ; W/ O ` continuous air barrier. a- U) Breaks or joints in the air barrier shall be AIR SEAL DETAIL (cD PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE NTS sealed. This detail is for weatherstripping and draft sealing, Cavi insulation All cavities in the thermal envelope shall be filled with insulation. The Itis not to be used as a guide for fireplace installation. o Cavity p Refer to Manufacturer for installation manual. w c 2.N installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 0 o'o recommendation and said density shall be maintained for all volume of E each cavity. Batt type insulation will show no voids or gaps and C m`o 80 maintain an even density for the entire cavity. Batt insolation shall be ENERGY NOTES __.?a ° oar ou � ° a � installed in lite recommended cavity depth. Where an obstruction in "� - ° " L 0 -s o 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be r-.--r s .m : o'- ° o N o the cavity due to services,blocking,bracing or other obstruction f ° o.s a 0- exists, w- °provided for each separate heating and cooling system. Temporarily operate LOW DENSITY SPRAY FOAM I a� °,c ° T a) 2 Y M exists,the batt product will be cut to fit the remaining depth of the 1. All design & construction in compliance and built accordingly to the p p g g y p y p c I I , _ = y , ° a ° 2015 International Ener Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer INSULATION R VALUE IN °''`� ` _ ° 1°.N ° = 3 cavity.Where the batt is cut around obstructions,loose fill insulation 9Y ;� `_✓ '' ! I w .° 3 L = � 3 $ ° shall be placed to fill any surface or concealed voids,and at the 2016 ECNYS supplement. The authority having jurisdiction shall be shall be max 70 F heating and 78 F Cooling. ACCORDANCE WITH f �"•�-� I I o c ° = a s=w Rigid Foam or = m a� N in- manufacturers'specified density. Where faced batt is used.the permitted to determine an energy efficiency program to exceed the �.�:_ N °'N w - °'" 8 L = p ty. HERS REPORT LL.�_ 2 o�•3 0'E 9. R403.3: Ducts -Su I and return ducts attics shall be insulated to a minimum Wood Blocking __ installation tabs must be stapled to the face of the stud. There shall be energy efficiency required by this code. PP Y 1,.� 1 � a 0 E ° ° o ! r- of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. as backdam TYP. ROOF CONST. j ,, ) ,y =° .- ° no compression to the batt at the edges of the cavity due to inset = °.. ° stapling installation tabs. All HVAC, Plumbing & Electrical systems shall meet the IRC chapter 11 Energy Diagrammatic. Duct locations drawings shall be provided by an approved third �,`* °` 1 F5_N cc `M E = o C• art using the Manual "J" Manual "S" &"D" submitted at CO. � ` �e Y N = _ o efficiency, International mechanical code, International energy conservation code party 9 Roof underlayment ::::`• 2 x CJ W/ INSUI_.ATION '�--�,.�,.✓" C °''- - Insulation that upon installation readily conforms to availlble space and the 2015 ICC and 2016 NYS Supplement. Sealed to drip edge :' i.: { I L o o L = °' ° =o 0 shall be installed filling the entire cavity and within the nVenufacturers' 9a. R403.3.2: Duct Seakng (Mandatory) Ducts, air handlers and filter boxes shall `.; AS PER DRAWINGS '', d ~ ° �' `° s ~ `Den- density recommendation. 2. R401.3. A permanent certificate (Mandatory) shall be completed by the builder be sealed by an approved third party (HERS Rater) using the ' OR HERS RATER and posted on a wall in the space where the furnace is located Manual "J" Manual, "S" & "D" submitted at CO. Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the i Typ Fascia/ • ,�'" �'''"„µ,,Vi � ceiling/soffit shall be aligned with the air barrier. Soffit See SEALANT 3. R402.1. Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine sealed. Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. air leakage by an approved third party(HERS Rater) using the COr1S insulation and any gaps in the air barrier t. Dwgs r,,..., ,. •.-. i z manual J „ Manual , S„ „& D„ submitted at CO. non-Vented - Access openings,drop dotsi stair or knee Batt insulation installed in attic roof assemblies may be compressed at 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of 2)`- --I -J wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation, sections N1102.2.1 through N1102.2.13 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Q Q shall be sealed. l �. T Exterior wall 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Typ. W l"'� Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated accordance with the criteria listed in table 402.4.1.2 or required by code official, fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. See Const. Dwgs W W plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal or an approved third party using manual "J", "S" &"D". top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 11. R403.5.1 (Mandatory)Heated Water Circ &temp maintenance as per DUCT SEALING REQUIREMENTS sealed. Knee walls shall be sealed. Exterior tltennal envelope insulation for framed walls shall be 6. R402.4• Air Leakage: (Mandatory) Air leakage in accordance with sections N1102.4.1 section N1103.5.1.1 and N1103.5.1.2. OPTIONAL - RAFTER SEALING AT ATTIC EAVE Q installed in substantial contact and continuous alignment with the air through N1 102.4.5 WITH SPRAY FOAM INSULATION barrier. 12. R403.6; N1106.3 (Mandatory) Mechanical ventilation Shall meet the requirements Windows, skylights The space between window/door jambs Air leakage shall be tested and verified by an approved HERS rater as having an of the M1507 of the IRC code or with other approved means of ventalation. and doors and framing and skylights and framing air leakage rate not to exceed three air changes per hour. A written report of the Provided by and approved third party or approved HERS Rater. _ shall be sealed. test results shall be signed by the party conducting the test. Refer to N1102.4.1.2 for testing requirements. 13. R403.7:R403.7 Equipment sizing (Mandatory) Heating and cooling equipment �; { Rim joists Rim joists shall include the air barrier. Rini joists shall be insulated. shall be sized according to the ACCA manual S based on building loads 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside calculated in accordance with manual J. Sizing and efficiency ratings shall be00 Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain combustion air. Facto built fireplaces shall be listed and labeled provided by an approved third party (HERS Rater) using Manual "J", Anprnvod wlydoro - .�'�` o p above garage and exposed edge of insulation. ernianent contact with the underside of subfloor deckin or floor Factory p „ „ „ „ Qp r�0 lin,It ng`"°'"� W g g p g p g according to UL 127. and Manuals S & D N O cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the 14. R404.1 (Mandatory)Lighting -A minimum of 75% of permanently installed fixtures � ;' Z underside of floor framingand extend from the bottom to the to of all - - - _- - - >- cn perimeter floor framing members. p must have high-efficacy lamps, Fuel gas lighting systems shall not have __ 1 I Q Q Q P g continuous) burning pilots. W . . Crawl space walls Exposed earth in uavemcd crawl spaces Where provided instead of floor insulation, insulation shall be --__:�''' .____ .__ `.. __. _- co J 21 4. s m � U shall be covered with a Class I,black permanently attached to the crawlspace walls. ,.,,;..,",_,{;,,,,,•51 sphere cannot Approved w�rdo�,v fall prevention b^dindc7��. vapor retarder with overlapping joints p,ss a,ror�gh a•nee:(rnnferrn to ASThd F?Q�6j W W taped. VENTS; Finished Flour Height `L Shafts,penetrations Duct shafts,utility penetrations,and flue ROOF JL4" VTR P3103.1 ROOF EXTENSION R312.2 WINDOW FALL PROTECTION DIAGRAMS shafts opening to exterior or OPEN VENT PIPES SHALL +''t TOP OF THE WINDOW SILL SHALL unconditioned space shall be sealed. 2„ BE A MINIMUM OF 24 EXTEND MINIMUM 6"ABOVE Heidh` F;bJ'v`E 2" THE ROOF OR 6"ABOVE THE "ABOVE THE FINISHED l� Narrow cavities Batts in narrow cavities shall be cut to fit and installed to • ,• __ FLOOR AND GREATER THAN 72"ABOVE THE FINISHED FlfliGllad Floc.r t i°1 ANTICIPATED SNOW ACCUMULATION. GRADE OR OTHER SURFACES BELOW ON THE HCight Above the correct density without any voids or gaps or _ EXTERIOR SIDE OF THE BUILDING.SHALL Frnit-,I'�Cc C^,CdC' compression,or narrow cavities shall be filled b •• 3' '3 P3103.2 FROST CLOSURE: F�inisbo l Floor p Y COMPLY AS FOLLOWS: insulation that on installation readily confomis to the ; ; ; ; WHERE THE SIGN97.5%VALUE FOR " '1 1/2"; 1 1/2" 1 1/2'! 1 1/2'; 1 1/2'• OUT-SIDE DESIGN TEMP IS 0 DEG F available cavity space. 1 1/2 ; 1 1/2 ; 2 OR LESS.VENT EXTENSION THROUGH R WINDOW WINDOW OPENING CONTROL DEVICES: r WASHER A ROOF OR WALL SHALL NOT BE LESS WINDOW OPENING CONTROL DEVICE SHALLCOMPLY WITH Garage separation Air sealing shall be provided between the garage and ; 72- 2" THAN 3"IN DIAMETER. ANY INCREASE ASTM F 2000.THE OPENING DEVICE AFTER OPERATION F-ir:shed Grace � TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO conditioned spaces. � Floor IN SIZE OF THE VENT SHALL BE MADE � � N 2ND FL. NOT LESS THAN 1 FOOT INSIDE THE FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal 3" Drain THERMAL ENVELOPE OF THE BUILDING, TO MEET EGRESS R310.2.1 a �. envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 2" 2" 3„ 3„ 2„ 2" '~ Plumbing and Batt insulation shall be cut neatly to fit around wiring and 3„ O wiring plumbing in exterior walls.There shall be no voids or 3„ gaps or compression where cut to fit.Insulation that on 2" - 2" r-, 0 installation readily conforms to available space shall - �3„ extend behind piping and wiring. CERTIFICATE ( MANDATORY) N1101.14 (R401.3) ,> M :1 1/2" 3" ; 1 1/2".; 1 1/2" Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be DW ; A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE 'ri ap .fl exterior wall showers and tubs shall separate them from the showers and insulated. ; 2„ BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE hubs. FURNACE IS LOCATED. THE CERTIFICATE SHALL LIST THE FOLLOWING: o CZ r Electrical/phone The air barrier shall be installed behind electrical or 1ST FL. Q� ,'� box on exterior wall communication boxes or air sealed boxes shall be installed. .� HVAC register HVAC register boots that penetrate building thermal 4" FAI 3" R-VALUES FOR CEILING/ROOF, WALLS, FLOORS C ARCO FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC), AND DUCTS. ,r' I , boots envelope shall be sealed to the subfloor or drywall. 311/ Concealed When required to be sealed,concealed fire sprinklers shall CO U-FACTORS FOR FENESTRATION AND THE SHGC COEFFICIENT. sprinklers only be sealed in a manner that is recommended by theme 4" manufacturer. Caulking or other adhesiveRESULTS OF AIR LEAKAGE TESTS DUCT LEAKAGE TE sealants shall not ST. 01-': be used to fill voids between fire sprinkler cover plates and To a New Suffolk County TYPE AND EFFICIENCIES OF HEATING COOLING , walls or ceilings. Approved Sanitary System WATER HEATING EQUIPMENT. '� ;�ti ,3 4� IC = insulation contact. PLUMBING RISER DIAGRAM V-1 a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. Not to Scale a R802.3.2 COLLAR TIES CONTINUOUS RIDGE VENT TYPICAL ROOF CONSTRUCTION INSULATION SCHEDULE SHALL BE NAILED with 4-10d TYPICAL FLOOR CONSTRUCTION BOX NAILS IN ACCORDANCE RIDGE BOARD Class A Asphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, shall comply with Res-Check WITH FASTENING SCHEDULE per s s fasteners manufacturer' specification p p p Glued and Nailed in insulation requirements of 2015 IRC & RAFTER/CEILING JOIST HEEL R905.1.2 ICE BARRIERS; and IRC 2015. accordance with the fastener schedule. the 2016 NYS IECC Supplement JOINT CONNECTION SELF-ADHERED POLYMER MODIFIED Ice & Water barrier as per IRC section R905.1.2 SHALL BE NAILED BITUMEN SHEET USED IN PLACE OF p Floor joists and Bridging as per Code. TOGETHER IN ACCORDANCE NORMAL UNDERLAYMENT AND (Note: Double underlayment is required Location R-value Thickness WITH TABLE R802.5.1(9) EXTEND FROM THE LOWEST EDGES OF es 12 12 for Roof slopes between 2 on 12 and 4 on 12 (SEE DWG-1 FOR TABLE) 2x4 CT @ 48" oc ALL ROOF SURFACES TO A POINT NOT p * TYPICAL FOUNDATION CONSTRUCTION Flat Clg R-30c 8-1/4" WITH SIMPSON H2A AT EACH LESS THAN 24 INCHES INSIDE THE Framing As per plans with 1/2" exterior grade in accordance with chapter 4 Vaulted Clg R-21 5-1/2" RAFTER TO STUD. 8 8 EXTERIOR WALL LINE OF THE BUILDING. p ON ROOFS WITH SLOPE EQUAL OR GREATER span rated structural plywood Sheathing, 3000 psi Air Entrained cast-in-place concrete Floor(unheated space) R-19 5-1/2" IRC R806.3 THAN 8/12,THE ICE BARRIER SHALL ALSO BE Nail to framing in accordance Fastener Exterior 2x6 walls R-21 5-1/2" MIN. 1"AIR GAP APPLIED NOT LESS THAN 36"MEASURED ALONG Schedules & Strapping per detail sheet(s). wall on cast-in-place Concrete Wall Footing per BIETWN INSULATION THE ROOF SLOPE FROM THE EAVE EDGE OF THE pp g pR403. refer to Foundation Plan for footing size & air seal walls to pass 3 air changes per hour AND SHEATHING R-30C BATT BUILDING Flashing per IRC R905.2.8 thickness. Concrete Horizontal and Vertical All Glazing U = .30 SCGH: .30 INSULATION Reinforcement per IRC Chapter 4. & gen note #6. Doors-less than 50% glazing U = .40 TYPICAL SOFFIT CONSTRUCTION. Damproofing per R406. 2- 2x6 approved Door-more than 50% glazing U = .30 SCGH: .30 Top of Plate 8" overhangs-typical treated Sill Plates, Sill Seal And Termite shield per Yi 6" Wood fascia & 6" Wood rake boards. Section R318. Anchor bolts per Foundation Plan Other Specifications: R802.3.2 LAPPED JOIST Trim in aluminum or use "azek" or equal and R403.1.6 • z 100% high efficiency lighting (CFL's or LED's) SHALL BE NAILED with 4-16d COMMON NAILS IN ACCORDANCE Metal drip edge per IRC R905.2.8.5 < 3 air changes per hour j WITH TABLE R802.5.1(9) Fully Vented Vinyl SoffitsINTERIOR WALL FINISH • Z All Energy Star appliances W - BID Provide 1/2" Gypsum Wall Board on ceilings and walls V BEDROOM # 1 TYPICAL EXTERIOR WALL except basement walls & clgs - unless noted. Min 1/2" meets Mechanical ventilation shall be provided that z 2x6 Doug-Fir Wood Studs @ 16" oc. Moisture Resistant Wall Board on Ceilingand all walls meets the requirements of section M1507 of the IRC UJ INSULATION Double top Plate and Single Sole Plate. in Bathrooms (humid areas) and 5/8" cement board on Q 1/2" exterior Grade - Span Rated walls and ceilings in wet areas. Provide 5/8' Fire Rated R403.7 Heating and cooling equipment shall be - W Top of Supfloor J L-A I_ ___ _ _____17 Continuous Structural plywood Sheathing. gypsum wall Board on walls and ceiling located as per sized in accordance with ACCA manual J by a > I� I Top o Plate _'4 Fastened per Fastener schedule. code, manufacturers requirements and drawings. certified third party rater. W - Z t ec House Wrap ore equal. g p q y p Vinyl or Wood Siding as per clients selection Q Q installed per manuf specs and IRC code. W W J R-21 BATT Cont. load path strapping installed in accordance INSULATION ? with drawings. Provide Fire Blocking in accordance KITCHEN with IRC R302.11 & R302.11.1 and U) DINING Draftstopping per R302.12 & R302.12.1 O W ROOM -_ - V ryQ O -- Top o'` Su floor - - -- ---- _ -------- Dn Top of Foundation o N o - - - - m a� ° ® LVL Girder �ccza R11 BATT o INSULATION O M 82 ID V Y N a ° C D•, E0 4 zN C U O (fl OL N.at BASEMENT _ ° so In 2 -o rn o •� ° H Ec .cow° `oE �N, O .�•p m C N yi• =N %6 8 c a o ff o s o P a .0'�, L c E y 0 Tonof otin 4: 2EZ � amara _ _ o- g ° TYP.BASEMENT SLAB H 2-011 40 U N m E d.0 O II. 1 I I SECTION / \ _ _________T___________________ DECK LATERAL HOLDCWNS ' _ 1 ONE WITHIN 24"OF EACH END -----'-- ------------ ---------------------' •----------------- SIMPSON DTTZ2 r SCALE: 1 /4" " 1 '-O 1! AND TWO SPACED EQUALLY � � • ----• ._____, ALONG DECK-REFER TD HOLDOWN DETAILS ON DWG-2 ALLOWABLE 2-8"X6" LOAD: 1825 LBS PC PIER U) FIRE BLOCKING SHALL BE INSTALLED - .-. SPACED UNFIN. BASEMENT � U) , IN ACCORDANCE WITH IRC R302.11 i'�`i - - - - - I - - - w - (%) DIRECT VENT FURNACE EQUALLY 4" CAST IN PLACE CONCRETE; O (j C!a C7 INSTALL IN COMPLIANCE , 0 _ O ACCORDANCE WITH IRC O O THRU R302.1 .2 AND DRAFTSTOPPING ' SLAB INSTALLED IN PER R302.12THRU R302.12.1 3: 0 U W/RESIDENTIAL, ENERGY 00 N O SECTION R506 O -n V w O 2X6 DECK -z w LY &MECHANICAL CODE O N IX co I' JOISTS @ 16" oc 0 1 p O N O O MAINTAIN REQUIRED SEPARATION O O ' N O Z0 U) L w w DISTANCE FROM ALL HEAT .- R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed �, °° CD J @ PRODUCING EQUIPMENT TO N TYPICAL INT.FOOTING/COL .J �1 x 1 hJ Cl a w X �- N 24"x 24"x 12"THICK LL V N LADDER&STEPS R310.2.3.1 draft openings(both vertical and horizontal) and to form an effective fire barrier �, III w v O COMBUSTIBLE MATERIAL AS PER between stories, and between a top story and the roof space. Fireblocking shall W �;1;' � N MANUFACTURER'S SPECIFICATIONS CAST-IN-PLACE CONCRETE o WINDOW WELLS WITH A VERTICAL be provided in wood-frame construction in the following locations. ❑ X AND LATEST MECHANICAL CODE, FOOTING&3"DIA STEEL X DEPTH GREATER THAN 44 INCHES N =______= COLUMN N SHALL BE EQUIPPED WITH PERMANENTLY AFFIXED LADDER OR STEPS USABLE (� 2X6 DECK ; ______ ----=-- I� c WITH THE WINDOW IN THE FULL OPEN 1. In concealed spaces of stud walls and partitions, Including furred spaces and �I _ _ -_- ------- ---- T00 - " JOISTS @ 16" OC 3-1/ " x 11-7�8" LVL - -F - 3 1/2" x 11-7/8" LVL POSITION. RUNGS SHALL HAVE AN parallel rows of studs or staggered studs; as follows: W _+__ �'� INSIDE WIDTH OF AT LEAST 12 INCHES O O ❑ -------------------- ------- IF ---__--- O i' `1 ❑ p1 /p I --0-------------- ---- ---' ----- --�'---D-- ------------ - - ------------------� 7 SHALL PROJECT ATLEAST3INCHES ' N W -------------------- - _ Beam Pocket (typ) __ __ __ I' FROM THE WALL AND SHALL BE SPACED r- r----- 1 I I ___Y.__r__ I , 1 .. 1.1. Vertically at the ceiling and floor levels. N ; steel shims as re 'd ' ' ' N q s_. a __ NOT MORE THAN 18 INCHES ON-CENTER i- ----- n n l r Z X "' 6'-9" 6-10 VERTICALLY FOR THE FULL HEIGHT OF n N In it n n - r_ n==5 6, 1.2. Horizontally at intervals not exceeding 10 feet. „ F- O , II -- 71-51/211 ,-5/z 71-6'/411 i-6/a r=-3- -81�n THE WINDOW WELL. Q Q Q 2. At all interconnections between concealed vertical and horizontal 00 o ''n N ,-'In --- --- i. W spaces such as occur at soffits drop ceilings and cove ceilings. b x o p ------_ II I-- O;� -I 1,' N `�T,' 2x4 FRAME AROUND - - -, O O H v 1 m > Q III STAIRCASE FROM FLOOR W W U 3. In concealed spaces between stair stringers at the top and bottom of the run. N O U TO CEILING. TREATED SHOE N p N 00 i 0 V `� LL- III -, PLATE AND GYP.WALL BD -�- I "' Enclosed spaces under stairs shall comply with Section R302.7 0 �- o o o w x INSIDE FACE OF WALL MIN. O CO ATTACH RAILINGS.HANDRAILS O N O N O co 4. At openings around vents, pipes, ducts, cables and wires at ceiling and ,n. .h . -----, L -------- 0 2-8°xs" 2i U) ; ; "' p p 9 Q 34"-38"ABOVE NOSING. O PC PIER floor level, with an approved material to resist the free passage of flame 1 k -.I _______ � "- D- UNDER STAIR PROTECTION: 0 ` N SPACED LL and products of combustion. rl \ITI' , UP - QUALLY O p 111 0 R302.7 1.2' GYP BD SHALL N � -,v T , 5. For the fireblockin of chimneys and fireplaces, see Section R1003.19 ; x BE APPLIED TO UNDER 0"J co X 9 Y p L0 1 N STAIR SURFACES. '---- CO M N �J TYP.DECK LEDGER '-----� 6. Fireblocking of cornices of a two-family dwelling is required at the line of -------------------------------' -----'---------- '��. '�r�� SEE DET. ONDWG2 , -- ------------------- ----------T---------------------- I I dwelling unit separation. ------------------------------------------------------------------------ r------- 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral TYP.DECK LEDGER TYP.DECK FOOTING SEE DET. ON DWG 2 WINDOW WELL R310.2.3 wood or glass fiber installed securely in place or 1/2"gypsum board. SEE DETAIL ON DWG-2 -------DECK LATERAL HOLDOWNS HORIZONTAL AREA SHALL BE TYP.DECK FOOTING - ONE WITHIN 24"CIF EACH END MIN 9'-0"SQ FT.WITH A L I� SEE DETAIL ON DWG- O AND TWO SPACED EQUALLY HORIZONTAL DIMENSION ALONG DECK-REFER TO OF MIN 3'-0"TO ALLOW FOR 2x6 deck joist @ 16" oc DETAILS ON DWO-2 EMERGENCY ESCAPE AND w RESCUE. COVER PLACED V 7'-3" 71-6112-2x6 treated girder OVER OPENING PER R310.4 �I .� p -- " I� � c� ol 15'-0" 40'-0" I � -d � M o U 00 o � � N � c) TYPICAL FOUNDATION 8'-0" FOUNDATION WALL HEIGHT IN ACCORDANCE WITH IRC CHAPTER 4 TABLE R404.1.2(8): FOUNDATION PLAN _ .p 0 8 CAST-IN-PLACE WALL WITHC`� HORIZONTAL REBAR PER IRC TABLE1 /4" TYPICAL ANCHOR BOLT - IRC R403.1.6 SCALE: = V-0" MAXIMUM SPACING: 1/2" O.C. R404.1.2(1) OR SEE DWG-1 NOTE #6. @ 72" OCON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, EMBEDMENT OF 7" WITH NUT & WASHER. Mechanical Systems 2 - 2' x 6 ACIDSILL PLATES, COPPER TERMITE N i 2 BOLTS PER PLATE AND HOLD AT LEAST SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND SHALL BETHE DESIGNEDANDANICAL-HVAC SI STALLED ONE BOLT - 12" MAX AND 3-1/2" MIN OFF t. 019 ar TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP IN ACCORDANCE WITH PART-V ENDS OF PLATES. MECHANICAL OF THE IRC 2015 , �� 0t FOOTINGS 1V TO 2H . NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: Pre-Fab/ Factory Built Fireplaces Plumbing Note: CODE COMPLIANCE STATEMENTS: SAFETY GLAZING(TEMP GLASS)IS REQUIRED In accordance with IRC code chapter ALL PLUMBING SYSTEMS SHALL BE AT GLAZING IN A BUILDING WALL ENCLOSING 10, factory-built fireplace inserts shall INSTALLED IN ACCORDANCE WITH BATHTUBS AND SHOWERS WHERE THE PARTVII OF THE IRC&NYS UNIFORM 1. The windows selected for this project shall meet BOTTOM EDGE OF THE GLAZING IS LESS be UL listed and labeled and shall be CODE SUPPLEMENT the egress requirements of R310. THAN 60 INCHES ABOVE A STANDING installed in accordance with the SURFACE AND DRAIN INLET, conditions of the listing. Factory-Built Electrical Note: 2. All windows shall meet Section 8308 Glazing and WET SURFACES:R308.4.5 fireplaces shall be tested in accordance ALL ELECTRICAL EQUIPMENT R308.4 Hazardous locations. GLAZING IN WALLS,ENCLOSURES CONTAINING AND WIRING SHALL BE INSTALLED 3. Windows were required shall meet the Wlndow Fall SOLAR ENERGY SYSTEMS (8324) WHIRLPOOL,BATH TUBS,SHOWERS, with UL 127. Hearths shall be installed in IN ACCORDANCE WITH PART VIII OF protection requirement R312.2. SOLAR ENERGY SYSTEMS SHALL COMPLY SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM accordance with the listing of the THE IRC. A MINIMUM OF 75%PF WITH IRC SECTION 324,APPENDIX U EDGE OF THE GLASS IS LESS THAN 60" PERMANENTLY INSTALLED FIXTURES 4. Bathroom windows shall meet the hazardous &NYS SUPPLEMENT.SYSTEMS SHALL BE MEASURED VERTICALLY ABOVE ANY STANDING OR Fireplace & in accordance with IRC code MUST HAVE HIGH-EFFICACY LAMPS, glazing requirements as per R308.4 LISTED AND LABELED WITH UL 1741. WALKING SURFACE SHALL BE CLASSIFIED AS for Hearths & Hearth extension. 5. Stairs landings, railings & guards shall comply PANELS SHALL BE LISTED AND LABELED PER TABLE R308.3.1(1)AND R308.3.1(2)OF THE IRC. All Fireplace shall beequipped with an Mechanical systems 9 9 g p Y WITH UL 1703. pTHE MECHANICAL SYSTEMS SHALL with R311 & R312 exterior air supply. Exterior air ducts BE INSTALLED IN ACCORDANCE WITH 6. Outside lighting shall comply with RE 3803.3 EXCEPTION:GLAZING THAT IS MORE THEN 60" PART V&VI OF THE IRC. g g p Y SOLAR READY ZONE: MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, shall be UL listed. Factory Built Chimneys ALL MECHANICAL SIZING PER ACCA 7. Stairway illumination shall comply with R303.67 IN ACCORDANCE WITH IRC CODE APPENDIX U FROM THE WATERS EDGE shall be in accordance with IRC code chapter MANUAL"S"BASED ON LOADS and 8303.8 THE TOTAL SOLAR-READY ZONE AREA SHALL BE 10 Section R1005 Factor Built Chimneys. CALCULATED PER ACCA MANUAL"J" NOT LESS THAN 300 SQUARE FEET NOT INCLUDING SAFETY GLAZING IS REQUIRED ADJACENT TO Y Y ' DUCT COMPLIANCE WITH MANUAL"D" 8. Fireblocking shall comply with 8302.11 thru R302.11.2 ACCESS OR SET BACK AREAS AS REQUIRED BY STAIRWAYS, LANDINGS, AND RAMPS WITHIN THE IRC AND NYS SUPPLEMENT. 36 INCHES HORIZONTALLY OF WALKING SURFACE R303.4 MECHANICAL VENTILATION. 9• DraftstOpping Shall Conform t0 8302.12 thru 8302.12.1 ROOF AREA ORIENTATION SHALL BE BETWEEN OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM DWELLING UNIT SHALL BE PROVIDED 10. Flame spread and smoke-developed index for walls W 110-270 DEGREES OF TRUE NORTH, TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN WITH WHOLE HOUSE MECHANICAL EXPOSED SURFACE OF GLASS IS LESS THAN VENTILATION IN ACCORDANCE WITH and ceilings shall compy with 8302.9 thru 8302.9.4 60 INCHES ABOVE THE NOSE OF THE TREAD SECTION M1507.3 11. Flame spread and smoke-developed index for z OR WALKING SURFACE. insulation shall compy with R302.10 thru R302.10.5 W ROOF PLAN 11. Recessed lighting fixtures rated for 0 membrane penetration shall meet ASTM E119 U) j >" SCALE: 1/8" = 1'-0" and Flre Stopping as per ASTM E814 or UL 1479 W _ Z 12. Exterior Decks shall comply with R507. 0 WW J 40'-0" U) C) 0 40'-0" 0 U) - : 112- W cl� QO 0- J U) q ,4 -----, I 1=.o E2u) m �°'E ` poo VENT CLOTHES DRYER .ro.E tF; E oc N v`o w o c c a `° O aci m IN ACCORDANCE WITH o? 8 IS"? " ,s v cca w > CHAPTERIS-CLOTHES DYERS EXHAUST. ° N rn °� v•�L `o temp 30 X 30 SKYLITE Framer to verify centerline of window ;g iu c$ `o - PROVIDE WATER-PROOF tem N ` p I N VAULTED CLG over sink with kitchen layout plan .° °r- - o»- saftey glass PAN WITH CURB&DRAIN safte lass a °,� m�' a E 36X36 DBLE FRAME OPEN'G 0' O O 0 provided by Owner or builder. = c s �, � > o 3 36x72-2 18X36 _ L a 3 L'- E 3 c - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - to .- 0•--.6 c C R 3 x 6- 3 I X 3-O' x 3 0 n ,,, (2)1 3/4"x91/4"LVL o 2-2x8 -- ---------------- I Qv = ° o 2-2x8 2-2x8 ---- x t L - m 3 - I o o - - y � Cl C.0 � � O y N C II 2-2XS I l//x"11\ � �• Lai - oE \ - - CLOSET ---------------- = 0 15.0 o u c o 3 OL o m " 8-0"CLG HT O O r-----, E c 1 I � ' cp a� ° E - o 11'-3'/" 2'-0'/�' �r' -' 8'4" \ 9'-8 , 6'5 ' N `^ J ----- " _ 5'/s" co 3,/z" ,/z" LLI 3,/z, V i SY. 5, HDRPOSJ i ami c n E m m o °°L° N N I > KITCHEN FAN Q L o =a s c cµ o J �- \ a o FAN L _ - f- ° mcaff F mEn._ on o n O O O x o ® Q x -- 2'-4" U - - -FAN - o �`r\/ rn i X cn 3 O F ! `� -�- w Q KNrE WALL ABOVE O 4'-6" ® 1'-10'/x" +^ J LIVING ROOM � o u = \ m� W g / �n m U U ,N � �I HALL M U-11 � \ x m x O 'N g CO _ / 2x10 FLOOR JOISTS yWI o N NN ' x c u' 8'-0"CLG HT O o I C /E"' Lq 1.!) i - X -2'-6a •_ _ P- _ _ o Bedroom #2 _ DN 3'-53/." 0 m 16 oc � ----' -- 31/2" _7-- 8'-0"CLG HT \• ie /s 2-4" 2'4" - -Q N \ N T-6" ------- x N - [h ------- 2'-6" l3) 1-3/4"x @-1/411 LVI_ FLUSH =_-_ _-- - - - 2--41' m 3 2x10 FLUSH M _ 2x10 RIDGE o - �� - .2 x 8 Rafters ED 16"oc t O Rafters \ N �r N � S 2'-6" _______ S Lml �------ N UL LISTED GAS O ----- 4'-IIS" 2'-0" 0 PRE-FAB FIREPLACE ~ Bedroom #3 n \�O n I O "SEALED"GLASS DOORS O f AS PER RESIDENTAIL 0 __---- ° 'Sto 0j 0 0 CODE-CHAPTER IO Q------ ¢ d) �D --Z°o 0 8'-0"CLG HT - �D o Bedroom #1 \A co I VENT TO EXTERIOR d Y `D 8'-0"CLG HT = GL BEDROOM #4 o0 7'0"HEAD HEIGHT ------- CLEARANCE MIN. ________ \ \ - --- --- U N i,l - T- m O LLi co U U o� U U \ '� @ N I- N mX N °XX O UP _ N N z / N N N N I ° N � o � 15'_1" 2'-0" 21'-5" i Q = _ 52" ; 2-2x8 2-2x8 31/2 3Yz" 2-2x8 2-2x8 2-2x8 t 2-2x8 2-2x8 m 3-2x10 3h 2-2x8 2-2x8 5h J x 6'-0" 3'-O" x 6'-O° 3'-O" ILL! uJ x 6'-0" 3'-0" x 6'-O" LL W U) T-0"x 6'-0" T-0"x 6'-0" T.0"x 6'0" 3'-0"x 6'-0" 1 3'-0"x 6'-0" I I •� I Frame Entry with J 2x6 raftrers 16"oc and 2x4 Cieling Joists'116"oc r h --------- -8x8 POST --------- --------- TYPICAL RAILING --------- ------- 2x4 TOP RAIL I 2x2 BALUSTERS @ 4"oc 2x4 BOTTOM RAIL I I 4x4 POSTS @ 60"oa. I I 6'-0" 7'4" 7'-0" 7'-0" 7'-0" 6'-0" 6'-O" 7'-0" 7'-0" 7'-0" -7'-0° i 6'-O° 4-0 01 H C" [� 40%0" 40'-0" U rn 01 CZ -� � o R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS SPECIFICATION: b o Plans indicates ALLSIDE Double 2ND FLOOR PLAN TOP OF THE WINDOW SILL SHALL Hun Vinyl Windows and shall be BE A MINIMUM OF 24" ABOVE THE FINISHED In accordance with IRC R609 15T FLooR fi�LAN `� � � FLOOR AND GREATER THAN 72"ABOVE THE To be designed & installed as per manufacturers SCLE� /4il = l I-Qii FINISHED GRADE OR OTHER SURFACES specification for 140 ultimate design wind speed J' G, LE: 1/4Ii = I-oil 'V�. .D BELOW ON THE EXTERIOR SIDE OF THE Smoke Detector -� AREA 960 SF BUILDING. SHALL COMPLY AS FOLLOWS: and IRC Table 301.2(2), 301.2(3) O �� * CGS, Glass Type: Low E with a minimum U <_ .30, SHGC <_ .30 AREA; 960 SF Carbon Monoxide Detector `tom ca �,. R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: shall meet R 310 co Refer to DWG-1 General Notes WINDOW OPENING CONTROL DEVICE SHALL WINDOW FALL PROTECTION: shall meet 8312FIRE BLOCKING SHALL BE INSTALLED In accordance with Section 915 of the .2 1t COMPLY WITH ASTM F 2000. THE OPENING IN ACCORDANCE WITH IRC R302.11 2015 IFC as amended by the NYS DEVICE AFTER OPERATION TO RELEASE THE Substitutions made upon meeting Code. THRU R302.11.2 AND DRAFTSTOPPING uniform code supplement DEVICE SHALL ALLOW THE WINDOW TO See page one, general notes for additional PER R302.12 THRU R302.12.1 03 FULLY OPEN TO MEET THE CLEAR OPENING code requirements. OF,tEyy. AS REQUIRE TO MEET EGRESS R310.2.1 CONT. RIDGE VENT 12 12 � ASPHALT SHINGLES 12 12 12 ` 12 GUTTERS & LEADERS $ AS REQUIRED $ TYPICAL Topof_ late Top_ f Plate /inyl Siding W U °° W Vinyl Siding >W >- Topoof ubfloor Top_ Subfloor W z oEof_ ate Tom_ ate � W _I � 0O ° �' F- - - q OBD BO Q O J Cn j� To of_ ubfloor - Top_ Subfloor r = To�of_ oundation a _ Top_ f Foundation w , o a o - n tq�n FINISHED GRADE - U L U I I '. ..... :... .... -�y s.:w..,.Y-,..0 .:,,1-,...,...:... ... _ „u<,.;,y„.:..• '::�. - .y...w...W.,.w .. -..,.,.....d.,�e.w. .._... k.....,.. ....,. _. ...,.. ......,.._.... .....rw,,.,.w_..,. T .,. -_„ _ y ....W..... �., _ ”"'..Y :..-...ww.. C _ � U u 1 I I 1 1 1 1FINISHEED GRADE I 1 11 1 1 1 1 I I a� = Pa `II I I I I I I I I I I i I I II I I II I I I I I I g 2 .0 � 81 I I I I I I I I I I I I I II I I II i I I I o _ f I = N �Q�T, � `wN„ N LL Ul O1 1. I L J L J J L J L J L J t_ J L J L •J uc° oo a i ° o o � � Top of ooting I I I m� Q� �� a � s ' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — E C � `6 =v y [ — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1� — 1� [' — — — — — — — — — — — — 11 — — — — — — 1� — — — — 1+ — — — — — — Top_ Footing L = n E C v E a C 8 L F- c°> mma� !t- mEn�on REAR ELEVATION LEFT ELEVATION SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" a N CONT. RIDGE VENT 12 12 12 ASPHALT SHINGLES 12 12 8 12 GUTTERS & LEADERS 8 AS REQUIRED TYPICAL--,,,, 00 0 LIJ Top of Pla e_ To of Plate O CV H Z co a UJ � — J co co LWL U N M EEJ Top of Sub oor N To f Subfloor ~ fop owl' to To f Plate TOP OF WINDOW o ZDco Toeof Su lo_or To f j3qbfloor •� M n tion To Foundation oo ° Top of Fou a – p _ – U -d ZZi O M ., ,. n-- ,7rc.a. .. ....,w.:w.ub..wua,i.v. I I I O I I I I I I I I I I I -r•� j r� �� I I I I I I I L& M Ji I RIGHT ELEVATION o I I I I I I FRONT ELEVATION I I I I � , �� :`��„ I `' _ , „ J SCALE: 1 /4„ = 1 ,_0„ J I � — — - - � SCALE: 1 /4 — 1 -0 I I I EMERGENCYESCAPE u, — AND RESCUE Top of Foo ing Bottom of I _ � s; . WINDOW WITH WELL ,r ' - - – – – – – – – – – – – – – – – – – – – – – – ' To f ooting ' – ' - – – - – - - - - - - - - - - – - - - - - - - - - – - — – Footing [ – – – – – – – – – – – – – – – – – – – – – – – – [ _ I – – – – – – – – – �k?�r•`Z;-;},j 36" below - - – – – - - - - – - - - - - – - - - - - - - - - – – - - - - - – - .� �' Grade Minimum COt1Tlt1!�0!^L1' HE-THEb EF:-CEG',':-.LL Llr lE IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-13 2-1 2-2 2-A 2-13 ^ET jfHrLQ• / ' 00%,'tt TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP v>i}EL GE:ICE EF:-GED'.':=.LLF d1EL J c=E LLir-.E EI IL OF ER=CED s �.LL Ut1E END CONDITION 1 END CONDITION 2 BRACE WALL LINE SPACING(FT) 16 16 32 32 16 16 32 32 COI-t;,: s_�H_--'` TABLE R602.10,5 page 187 MINIMUM PANEL LENGTH (inches) 27" 27" 27" 27" 24" 24" 24" 24" L L L;. - =r BRACING METHOD , CS-WSP CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 7.4 7.4 13.8 13.8 4 4 7.4 7.4�� WOOD STRUCTURAL PANEL i DETAIL #1 ON DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c f f' r CS-P F CONTINUOUS SHEATHING 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 PORTAL FRAME DETAIL#3,DWG-2 2. ROOF EAVE TO RIDGE HEIGHT ,95 .95 .95 .95 .91 ,91 .91 .91 !i UP g :,_ „_i, „t F G , GB GYPSUM BOARD 3. WALL HEIGHT . C�CF .95 .95 .95 .95 ,9 .9 .9 .9 I ,.'E'.T' 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 z END CONDITION 3 END CONDITION 4 BRACED WALL NOTES: REQUIREMENTS REFER TO DETAILS ON DWG-2 5. ADDITIONAL HOLDOWNS W FOR HOLDOWNS,STRAPPING,BRACED Q WALL DIAGRAMS AND DWG-1 Return panel 24" for braced v',a" P.nes 5'ieathed vvTi 6. GYPSUM BOARD OMITTED 'n I 1 ,� t� r , FOR NAILING SCHEDULE. ALL BRACED v, ��. �.ccd struc a s anus W _ Z � (' t WALL PANELS SHALL BE FULL-HEIGHT 7. GYPSUM BOARD FASTENING f i 32" for braced wa' P:nes sheathed v'I!t.i SECTIONS OF WALL WITH NO VERTICAL structural f berbca-d OR HORIZONTAL OFFSETS. ry /i RESULT REQUIRED BRACED WALL LENGTH(FT) 6.7 6.7 12.45 12.45 3.3 3.3 6 6 C)f f Distance D: 24" fon braced v',,,a" fines sheathed w't'i 0 (� paced structural pane`s 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 4.5 W W .-J 32" for braced wa" I-nes sheathed v.;ilh 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 '�^/ 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 PER PLAN BRACING LENGTH PROVIDED (FT) 16 13.33 13.5 15.58 15.1 16 8 8 w Q O structural f�erbca-d 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE r^ END CONDITION 5 h r c I ' 5. BRACED WALL PANELS SHALL B FULL-HEIGHT SECTIONS OF WALL SHALL BE OFFSET NOT MORE THAN 4 FEET. COMPLIANCE YES/NO Y Y Y Y Y Y Y Y v, Z Hold-down c 0� I,.s caoa. ty fastened to the edge of t ie F- device: braced wa'E pane'c'csest to the ccme- and THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. W r h 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH a.Linear interpolation shall be permitted O y D to Vie faundat�an e� fiea. fram;nct .eiCbi b.The total adjustment is the product of all applicable adjustment factors. END OF A BRACED WALL LINE J P pp� 1 � < 0 For Sh 1 inch=25.4 mm, 1 foot=305 mm,111)=4.4514 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines �/� PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER IRC FIGURE provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. J vJ FIGURE R602.10.7 R602.10.2.2 END CONDITIONS FOR BRACED WALL LINES ABBREVIATIONS; BWL=BRACED WALL LINE, BW=BRACED WALL, N WITH CONTINUOUS SHEATHING CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL E•° CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION o � E N 1,m o E v) ai 00, 2'L)8 � nYE cu, o0o 6 fd U Cc: U@ M T U C C'2: a O U N C@ (0 Y C U N 01 O �o Y O U C C O 7 N N I 0 fE N2co C 0._ O -. pvIUn -a0 •w ` 4'-0 32'-0 4'-0 'r =4 _p 32-0 4-0 tN p C'�-� N = to.� '2 8 O C N U C p 3'-li4rr 4'-O" 4'_p" 4'_01' 4'-0 41-011 4'-0 4'-Or' a E Cc L) L w N i u n i u (n 21 a) Cc 0 L 0 0 Hc°� �mEr FL- c=aEn�oo. �u � I I I I SIMPSON DTTZ2/ - - SIMPSON DTTZ2 - HOLDOWN � OLDOWN r 0 ALLOWABLE ALLOWABLE BWL 2-1 LOAD: 1825 LBS HDRT LOAD: 1825 LBS BUIL i-1 UJ UJ H p v, W W 0 =Wza >-Ld C` 0 i ------- '� n�0w �9 0U_ 0� ------- ------- ?ao(D ------ z0� ------- 00 00 - ///\\\777��))) W NO - _ ------- r Z t I I LL Q W U) W ------- 0 ------- O w W v - - --_---- q� U- of co t I BWL 2-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BUIL 1-2- - - - - - L - - - - - - - - - - - - - - - - - - - � - - - - - - - �` O - 0 O O 0 tn Lid � � rn a C 4,-0„ 4,-0„ ��I ¢ °� 2'-8rr 2'-Srr O I i ' A72 00 41-011 32'-0" 4'-011 r o 4'-0rr 32'-0Ir 4'-011lie F� ✓ti I I I I 41 �4 C,✓ Ott` �z "01 (- 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN N _ 019 E SCALE: 1/8" = 1'-0" GS-WSP SCALE: 1/4" = 1'-0" �,��4(-' N�� GS-PF