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�4�guEfOt,f , Town of Southold 9/16/2020 a P.O.Box 1179 o _ 53095 Main Rd ylj® ao`�s¢ Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41446 Date: 9/16/2020 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2995 Eugenes Rd, Cutchgoue SCTM#: 473889 See/Block/Lot: 97.-3-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/9/2019 pursuant to which Building Permit No. 43925 dated 7/2/2019 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with unfinished basement, covered front entry, deck and attached two car,garage as applied for. The certificate is issued to AJD Consulting LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL RIO-19-0027 9/11/2020 ELECTRICAL CERTIFICATE NO. 43925 7/29/2020 PLUMBERS CERTIFICATION DATED Luke Bugdin (nj/2020 ut riz gnature pS�FEat��oTOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY 41 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#: 43925 Date: 7/2/2019 Permission is hereby granted to: Parker, R Bruce & Barbara 411 Heron Ct Glen Mills, PA 19342 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 2995 Eugenes Rd, Cutchgoue SCTM # 473889 Sec/Block/Lot# 97.-3-19 Pursuant to application dated 4/9/2019 and approved by the Building Inspector. To expire on 12/31/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,622.40 CO -NEW DWELLING $50.00 Total: $1,672.40 ui Inspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY ,;. This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. ' B. For existing buildings(prior to April 9, 1957)non-conforming uses,or buildings and "pre-existing"land uses: 1. Accurate survey of property showing all property lines, streets,building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5. Temporary Certificate of Occupancy-Residential$15.00, Commercial$15.00 Date. �� New Construction: C---7 Old or Pre-existing Building: (check one) Location of Property: Lt -2 6`,6 kd £—� House No. Street Hamlet Owner or Owners of Property: k , Ole uc /' r�P 0eP— Suffolk County Tax Map No 1000, Section 7_7 Block Lot l Subdivision Filed Map. Lot: Permit No. 25 Date of Permit. Applicant: Health Dept. Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary /Certificate Final Certificate: (check one) Fee Submitted: $ cam' Applicant Signature OF SOUr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 sean.devlinl�town.Southold.n us Southold,NY 11971-0959 ® �® y' BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: AJD Consulting LLC Address: 2995 Eugenes Rd city:Cutchogue st: NY zip: 11935 Budding Permit#. 43925 Section: 97 Block: 3 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Triangle Electric License No: 4468ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 52 Ceiling Fixtures 14 HID Fixtures Service 3 ph Hot Water Elec GFCI Recpt 3 Wall Fixtures 9 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt 1 Recessed Fixtures 37 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 39 Twist Lock Exit Fixtures Combo SD/CO 3 Other Equipment: Fridge, DW, Micro Notes: Two Story House with Garage and Service Inspector Signature: LLL— Date: July 29, 2020 S.Devlin-Cert Electrical Compliance Form.xls o'1'16 S4tlyo� !t. O Town Hall Annexg Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 Q�e BU LDING DEPARTMENT TOWN OF SOUTHOLD �� L-, 1j 0aI - AUG 1 1 2020 6v torla S g BURDING DEPT. CERTIFICATIO-N TO��n` A b��UTF Date. 7 C1 Building Permit No. Owner: r-1 (Please print) X Plumber: 4- -- asj Vt I ' e print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. (Plumbers Signature)— Sworn to before me this L' day of 20 ?iD Notary Public,, Yyi—,-d c'cbunty 1 MELANIE V BROWN � Notary Public,State of New York No.01BR4908712 Qualified in Suffolk County Commission Expires October 19, a i Lim-x<' aoF soul how yO�o TOWN OF SOUTHOLD-BUILDING DEPT. `�couxtr e�' 765-1802 %INSPECTION [ ] FOUNDATION 1ST WP [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] -INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_: Ulv IS OW Viry p� DATE 1,- /4$1 INSPECTOR �O��OF SOUTyo� # # TOWN OF SOUTHOLD -BUILDING DEPT.- �o . ,o 765-1802 1 INSPECTION '' ] [ OUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] 'FRAMING /STRAPPING [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ `] FIRE SAFETY INSPECTION- FIRE NSPECTION-FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ] ELECTRICAL (FINAL) - [ ] CODE VIOLATION [ ] PREC/O REMARKS: la , ff �n4 rP/,= 7T-e _W4-d- % . - - - roli 'DATE 1 !3 INSPECTOR / �o�,�,oF souTyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. `ycOOHr+��' 765`1802 INSPECION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] OUNDATION=2ND [ ] INSULATION/CAULKING [ ] _ R, RAMING /STRAR ANG [ ] FINAL _ [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] (PARE C/O REMARKS: ` 1 .Q l . vix - nro_ tr t I tWLS Ivirli S f�Nl CRAM z _ ( _ DATE INSPECTOR OF SOUTyo� # # TOIWN OF SOUTHOLD BUILDING DEPT. `yc0urm��' 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND _ [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY- [ ] FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ,PI APA A, Q DATE I INSPECTOR. oF soU,yo 3 ZS 2q q S /i es .�- * # TOWN O SOOT O U F SOUTHOLD BUILDING dtPT. �o • io `ycourm ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ' ] ROUGH PL13G. [ ] FOUNDATION 2ND [ -]. INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O T REMARKS: 1 T SIC.42 S V T (A,-- A) R-40-y� � Co" V15A/1 U A� 4d ' a EY6 APAP DATE INSPECTOR �o�aOF SO(/l�o� # * TOWN OF SOUTHOLD BUILDING.DEPT. ^ou765.1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL A,16 [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CtashD 1/O✓ �o 61v".e, - �_WA Vvl PID& FnIA p6w u g)_6 I wore u� � !vd N&,'� DATE g INSPECTOR I O pE SOUIy� - - * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION j ] FOUNDATION 1ST [ ] R UGH PLBG. [ ] FOUNDATION 2ND. [ ] NSULATION/CAULKIING [ ] FRAMING /STRAPPING [ ] FINAL �jVl "[ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ PRE C/O REMARKS: gy �� f n4/ & CA - w • NZt� lXN\1 �✓� Jv1 4/A L V d DATE 3 INSPECTOR mut/ OF SOUT�,o`o # # TOWN OF SOUTHOLD BUILDING DEPT. �yco 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING/STRAPPING [ FINAL,Q& : Mb [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O A- REMARKS: N DATE INSPECTOR A r. >' Tj r e r 2020 I . � Y F ll 4t M , n � 1 1 Li S E d 2020 a �r T _ i Tuwh 1"►aTl .%annex- � . - � - � Telephonc�(63)1765-1 Vit)? 54375 Main Road VL' � �(611h765-9.Ji02 f''0., -I BUILDIN DEPARTMENT x, OWN OiSOUTHOLD *. " ik a � , �1 y� [: V 4 S T Robert J. � HigginsMAR - 5 2020 _ Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Email: Rarchibob @ Aol.com February 28, 2020 Town of Southold Building Department 53095 Route 25 PO Box 1179 Southold, NY 11971 PRE: 2995 Eugenes Rd , Cutchbgue, Town of Southold, NY This letter is to certify that on February 28, 2020, Robert Higgins Architect made a visual inspection of the insulation at the above residence and hereby States that it conforms to.the IRC,code of 2015 and IECC code of 2015. © lggins home ry Rating Certificate - AUG 1 1 2020 Property HERS AJD Consultants LLC Rating Type: Confirmed Certified Energy Rater: Michael Fauci BUILDING 2995 Eugenes Rd Rating Date: 2020-07-22 Rating Number: MC382 '9'O ;.N ,F` M TIT.i-, Cutchogue, NY 11935 Registry ID: 819730341 Estimated Annual Energy Cost HERS Index: 5� Use MMBtu Cost Percent Heating 36.6 $896 48% Genera1-1_nf ormation Cooling 2.1 $107 6% Conditioned Area 1930 sq. ft. House Type Single-family detached Hot Water 14.9 $376 20% Conditioned Volume 17® u� b��� Foundation Unconditioned basement Lights/Appliances 21.8 $419 22% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $76 4% Mechanical Systems Features Total 75.5 $1874 100% Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Cooling: Air conditioner, Electric, 13.0 SEER. Criteria Water Heating: Conventional, Propane, 0.67 EF, 50.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 30.00 CFM25 Ventilation System Exhaust Only: 94 cfm, 23.2 watts. 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: 701 Clg: 701 CFM50 Foundation Walls R-0.0 Methodr� Blowe oo HERS Rater A- Energy Testing Services, LLC. Lights and Appliance Features It 1648 Locust Ave Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Pro ane Bohemia, NY, 11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator (kWh/yr) 691 Clothes Dryer CEF 2.32 Dishwasher (kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: ' REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. © 1985-2020 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2020 Combustion Safety Testing Form Certified Home Address: 2995 Eugenes Rd City: Cutchogue Builder Name: AJD Consultants LLC Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms ifmore than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2020-07-22 Outdoors Temp During Test: 89 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 D Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: eating System Primary: Yes No❑ Tvue: Furnace ✓❑Boiler❑Heat PumpE[Other n rz invnesVenSnillaC Efficiency Fuel Tvuea Q 120 Circle Type) 1 --,(Worst O. - orst Case atural orst Case- atural _�:92.0 N❑ ✓ ❑ []N0M❑s_E NSA Pa. Pass ✓ Fail❑_ Pass✓Fail❑ N/A PPM NSA PPM Rating: PQ OQE N ✓ ❑_ ❑ Yes Z Tie: Standard Tank ✓❑Indirect Tankless El Size: 50 Style Common Vent❑ Water Heater_ Primary: Non Instantaneous❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑ 5 z• (_Venting Type 3' Drat Sip IIaQe illa e(Natural) CO CO E icien . Fuel Type Circle Type) (Pascal)e ascal _ _ ,(Worse Case) _ '(W6rse Case) _ _(Natural) ' EF: 0.67 N❑PQ O aE❑ N❑M❑S Q✓ N/A Pa. Pass Q✓ Fail❑ Pass❑✓_FailE1 N/A PPM I N/A PPM Oven - Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑No❑✓ Oven CO 2 PPM Ambient CO(During Oven CO Testing) PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 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: G=; Date: 2020-07-22 Ar ..Air°_ �'�► s• RESNET Home Energy Rating , Standard Disclosure JAN"&4 2020 For home located at: 2995 Eugenes Rd City: Cutchogue State: NY 1. he Rater or Rater's employer is receiving a fee for providing the rating on this home. 2. �ffIn addition to the rating, the Rater or Raters employer has also provided the following consulting services for this home. 5<2 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. F1 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. N45,The Rater or Raters 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 mployer Air sealing of envelope or duct systems Rater Employer Rater mployer 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 Printed Name Certification# January 06, 2020 Rater's Signature Date RESNET Form 0300-2 REWRate- Residential Enemy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. , NY-ECNY-ECCC 2016 Building Compliance Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Elements Insulation Levels NY-ECCC 2016 As Designed Shell UA Check Ceilings: 25.4 27.7 Above-Grade Walls: 132.0 140.5 Windows and Doors: 115.7 94.0 Basement Walls: 68.3 59.5 Overall UA (Design must be equal or lower): 341.3 321.6 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.) In fact, this home surpasses the requirements by 5.8%. Name Michael Caruso Signature Organization Energy Testing Services LLC. Date 6 January 2020 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. Energy Inspection list Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Registry ID: Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Date: 1/6/2020 Rd Cutchogue.blg Building Information Conditioned Area (sq ft) 2875 Conditioned Volume (cubic ft) 26880 Insulated Shell Area (sq ft) 5632 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 [ ] 1. Attic: A30+11(16/7.5)(2)FB (935 s.f.) R-11.0 continuous insulation, R-30.0 cavity insulation. Name: flat Insulation Grade: 1 II III Face / inset Comments/Location [ ] 2. Vaulted: V30(16)2(7.5) (40 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: slope Insulation Grade: 1 11 111 Face / inset Comments/Location Above-Grade Walls [ ] 1. Wall: 21(16/5.5)2(.5) (1992 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: amb Insulation Grade: 1 11 111 Face / inset Comments/Location [ ] 2. Wall: 21(16/5.5)2(.5) (243 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-21.0 cavity insulation. Name: ig Insulation Grade: 1 II III Face / inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 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. ' Energy Code Inspection Checklis Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Registry ID: Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Date: 1/6/2020 Rd Cutchogue.blg Windows and Skylights [ ] 1. Window: 30 30 (31 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: BSMNT N 31 Orientation: North Comments/Location [ ] 2. 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 [ ] 3. 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 [ ] 4. Window: 30 30 (5 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: r e 5 Orientation: East Comments/Location [ ] 5. Window: 30 30 (36 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: b n 36 Orientation: North Comments/Location [ ] 6. Window: 30 30 (8 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: b n 8 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. © 1985-2019 NORESCO, Boulder, Colorado. Page 2 of 6 Energy Code Inspection Checklist Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Registry ID: Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Date: 1/6/2020 Rd Cutchogue.blg Windows and Skylights [ ] 7. 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 [ ] 8. 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 [ ] 9. Window: 30 30 (36 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: b n 36 Orientation: North Comments/Location Doors [ ] I. Door: 4.25 (21 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: 5.3 SD (18 s.f.), R-Value 5.3 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: Uninsulated N (970 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: slab Insulation Grade: 1 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 ®de Inspection Checklig Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Registry ID: Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Date: 1/6/2020 Rd Cutchogue.blg Foundation Walls [ ] 1. Wall: R13 HDSF CC 2" (945 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 [ ] 2. Wall: R13 HDSF CC 2" (243 s.f.), Between conditioned space and garage/ground R-13.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: ig Insulation Grade: 1 II III Face / Inset Comments/Location Rim and Band Joists [ ] 1. Joist: amb rim (105 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-13.0 cavity insulation. Name: amb rim Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: ig rim (27 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: ig rim Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Joist: amb band (105 s.f.), Between conditioned space and ambient R-0.0 continuous insulation, R-21.0 cavity insulation. Name: amb band Insulation Grade: 1 II III Face / inset Comments/Location [ ] 4. Joist: ig band (27 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-21.0 cavity insulation. Name: ig band Insulation Grade: 1 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. 0 1985-2019 NORESCO, Boulder, Colorado. Page 4 of 6 Energy Code Inspection Checklist Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RateriD:7960376 Registry ID: Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Date: 1/6/2020 Rd Cutchogue.blg Mechanical Equipment [ ] 1. Water Heating: Conventional, Propane, 0.62 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, 16.0 SEER. Make and Model Number [ ] 4. Heating: Fuel-fired air distribution, Propane, 92.0 AFUE. Make and Model Number [ ] 5. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number 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, 20.5 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: 1344) [ ] 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 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 ' Energy Code Inspection Checklist Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Registry ID: Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Date: 1/6/2020 Rd Cutchogue.blg Duct Leakage (if not exempt from testing) [ ] 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 37.000 CFM @ 25 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 37.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 20091ECC: 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. 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 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 6 of 6 BuildingSummary Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg 'Property/ uilder Information Building Name Eugenes Rd Owners Name AJD Consultants LLC Property Address 2995 Eugenes Rd City, St, Zip Cutchogue, NY 11935 Phone Number 845-664-5696 Builder's Name AJD Consultants LLC Phone Number 845-664-5696 Email Address Plan/Model Name Community/Development single and seperate Identifier/Other Organization Information do 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 Rating/RESNET Information r i Provider ID 1998-146 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Michael Caruso Raters ID 7960376 Rater's Email mcaruso@energytestingservices.com Last Field Insp Rating Type Projected Rating Reason for Rating New Home Rating Number MC382 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 Summar Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg General Building Information Area of Conditioned. Space(sq ft) 2875 Volume of Conditioned. Space 26880 Year Built 0 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 1 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 105.0 9.0 7.0 2.0 0.051 0.073 ig R13 HDSF CC 2" Cond->garage/gmd 27.0 9.0 7.0 2.0 0.052 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 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 2 of 14 Building Summary Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Foundation Wall Library List Ins top v 0.0 ft from top of wall Ins bottom 0.0 ft below grade Note MC (8/14/2018) 2"High Density Closed Cell Spray Foam Siab-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 970 7.0 132 107 -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 Rim and Band Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade amb rim Cond > 105.00 0.0 13.0 2.0 16.0 1 0.078 ambient - ig rim Cond > garage 27.00 0.0" 13.0 2.0 16.0 1 0.078 amb band Cond > 105.00 0.0 21.0 5.5 16.0 2 0.054 ambient ig band Cond -> garage 27.00 0.0 21.0 5.5 16.0 2 0.054 (Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value amb 21(16/5.5)2(.5) Cond > ambient Medium 1992.00 0.064 ig 21(16/5.5)2(.5) Cond > garage Medium 243.00 0.064 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 1 Building Summary Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Above-Grade Wall Library List Above-Grade Wall: 21(16/5.5)2(.5) Information From Quick Fill Screen 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 ____� �.__ _w__.__�.�...._.M.�._.._.____..__..�._..__...�.�__..____. ---�-Overhang �_�•'� µY~ Interior4_ Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading BSMNT N 31 FndWall 1 North 0.300 0.300 31.00 0.0 0.0 0.0 0.85 0.70 Complete Complete f s 72 AGWaLL 1 South 0.300 0.300 72.00 0.0 0.0 0.0 0.85 0.70 Some Some f s 90 AGWaLL 1 South 0.300 0.300 90.00 1.0 1.0 6.7 0.85 0.70 Some Some r e 5 AGWaLL 1 East 0.300 0.300 5.00 0.0 0.0 0.0 0.85 0.70 Some Some b n 36 AGWall. 1 North 0.300 0.300 36.00 0.0 0.0 0.0 0.85 0.70 Some Some b n 8 AGWall. 1 North 0.300 0.300 8.00 0.0 0.0 0.0 0.85 0.70 Some Some b n 9 AGWaLL 1 North 0.300 0.300 9.00 1.0 1.0 4.0 0.85 0.70 Some Some b n 4.5 AGWa[[ 1 North 0.300 0.300 4.50 1.0 1.0 4.0 0.85 0.70 Some Some b n 36 AGWall 1 North 0.300 0.300 36.00 1.0 1.0 6.7 0.85 0.70 Some Some Door Information 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 ig 5.3 SD AGWall 2 18.0 0.138 5.3 Yes 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 4 of 14 Building Su Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Roof Information' Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation flat A30+11(16/7.5 935.00 1169.00 Dark No Attic 0.028 No No slope V30(16)2(7.5) 40.00 40.00 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 AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Mechan cal 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 [DW: .62 EF 50 Gal P �� � � � Water Heater Type Conventional Fuel Type Propane Energy Factor 0.62 Recovery Efficiency 0.76 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. kFUE 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 I Com ol:, 16 SEER 18k 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 6 of 14 Building Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Mechanical Equipment System Type Air conditioner Fuel Type r Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 16.0 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 JOOI: 16 SEER 1'8k System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Attic Performance Adjustment 100 1 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 7 of 14 Building rear Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Mechanical Equipment Percent Load Served 50 DHW Efficiencies- All fficienciesAll bath faucets£t showers <=2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 38 TOTAL Pipelength for longest DHW run 68 DWHR unit present? false DHW Diagnostics dhwGpd 54.69 peRatio 0.74 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.94 ewaste 23.18 tmains 57.60 dwh rWh I nletTempAdj 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. © 1985-2019 NORESCO, Boulder, Colorado. Page 8 of 14 Building Summary Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg Duct'Systems Name Sys 1 Conditioned Floor Area(sq ft) 1940.0 #of Returns 1 Heating System 92 AFUE 60k P Cooling System 16 SEER 18k Supply Duct Surface Area(sq ft) 392.9 Return Duct Surface Area(sq ft) 72.8 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 8.0 Return Conditioned space 100.0 8.0 Test Exemptions IECC 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) 935.0 #of Returns 1 Heating System 92 AFUE 60k P Cooling System 16 SEER 18k Supply Duct Surface Area(sq ft) 189.3 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 Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg I Duct Systerns _ Return Duct Surface Area(sq ft) 35.1 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 37.00 CFM @ 25 Pascals 37.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable 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 10 of 14 Buildin- g Summary Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg }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 20.5 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. 0 1985-2019 NORESCO, Boulder, Colorado. Page 11 of 14 Building Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.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% 100.0 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 Building Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso Rater ID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg M� andatory Requirements �Y IECC Requirements Verified IECC 06 false Verified IECC 09 true 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 Summary Property Organization HERS AJD Consultants LLC Energy Testing Services LLC. Projected Rating 2995 Eugenes Rd 631-244-2627 Rating No:MC382 Cutchogue, NY 11935 Michael Caruso RaterID:7960376 Weather:Riverhead, NY Builder Eugenes Rd AJD Consultants LLC AJD Consultants LLC 2995 Eugene Rd Cutchogue.blg DOE Zero Energy Ready Home Home Builder ID Number w 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 4 ' ENERGYy ec Pro t SummarJob: TING � •a Date: Jan 06,2020 SERVICES,LLC Sys `] By. Michael Caruso Energy Testing Services, LLC. 1648 Locust Ave Unit A,Bohemia,NY 11716 Phone 631-244-2627 Email mcarrso@energytes6ngservicescom Web wmenergyteshngservicescom Promect Information For AJD Consultants LLC 2995 Eugene Rd,Cutchogue,NY 11935 Phone 845-664-5696 Notes. Design Infoemation Weather: Islip,Long Isl.MacArthurAP,NY,US Winter Design Conditions Summer Design Conditions Outside db 15 OF Outside db 86 OF Inside db 68 OF Inside db 75 OF Design TD 53 OF Design TD 11 OF Daily range M Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 14308 Btuh Structure 11740 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 14308 Btuh Use manufacturer's data n Rate/swingg multipplier 0.91 Infiltration Equipmentsensible load 10683 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2568 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ftp) 1868 1868 Equipment latent load 2568 Btuh Volume(ft) 9763 9763 Air changes/hour 038 0.20 Equipment Total Load(Sen+Lat) 13251 Btuh Equiv AVF(cfm) 62 32 Req total capacity at 0 70 SHR 1.3 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 14 7 EER,16 SEER Heating input 16304 Btuh Sensible cooling 19889 Btuh Heating output 15000 Btuh Latentcooling 8524 Btuh Temperature rise 14 OF Total cooling 28413 Btuh Actual airflow 947 cfrn Actual airflow 947 cfm Air flow factor 0 066 cfm/Btuh Alr flow factor 0 081 cfm/Btuh Static pressure 050 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 Calculations approved byACCAto meet all requirements of Manual J 8th Ed .-Fd- Wr gfttts®ft® 2020-Jarr06121750 A •m'• ��-gym Right-Sate@)Uriversal20l9l90l2RSU28202 Page ACCJD Corsrltants LLC 2995 Eugene Rd Cutchogue rup Calc=MJ8 Front Door races S WK-RNFRGY . TINGTINNG Proect Summa„, n •7 Date: Jan 06,2020 �J ERVICEs,u.c y$ 2 By: Michael Caruso Energy Testing Services, LLC. 1648 LOastAve UrntA,Bohemia,W11716 Phone 631-244-2627 Email mcanso@energyteshngservicescom Web wwwenergy rxjsemcescom Promect Information For. AJD Consultants LLC 2995 Eugene Rd,Cutchogue,NY 11935 Phone:845-664-5696 Notes: Design Information Weather: Islip,Long Isl.MacArthurAP,NY US Winter Design Conditions Summer Design Conditions Outside db 15 OF Outside db 86 OF Inside db 68 OF Inside db 75 OF Design TD 53 OF Design TD 11 OF Dally range M Relative humidity 50 % Moisture difference 31 gr/Ib Heating Summary Sensible Cooling Equipment Load Sizing Structure 9507 Btuh Structure 8599 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9507 Btuh Use manufacturer's data n Rate/swingg multipplier 0.91 Infiltration Equipmentsenslbleload 7825 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 598 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft) 928 928 Equipment latent load 598 Btuh Volume(ft) 7426 7426 Air changes/hour 0.45 023 Equipment Total Load(Sen+Lat) 8423 Btuh Equiv.A (cfm) 55 28 Req.total capacity at 0 70 SHR 0.9 ton Heating Equipment Summary Cooling Equipment Summary Make Generic Make Generic Trade Trade Model AFUE 92 Cond SEER 16.0 AHRI ref Coil AHRI ref Efficiency 92AFUE Efficiency 12.8 EER,16 SEER Heating input 10870 Btuh Sensible cooling 8400 Btuh Heating output 10000 Btuh Latentcooling 3600 Btuh Temperature nse 23 OF Total cooling 12000 Btuh Actual airflow 400 cfm Actual airflow 400 cfm Airflowfactor 0.042 cfm/Btuh Airflowfactor 0.047 cfm/Btuh Static pressure 0.50 in H2O Static pressure 050 in H2O Space thermostat Load sensible heat ratio 0.94 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -Fk- Wrights®ft® 2020-Jan-061217 50 aM=• ^•-^--•1-1 Right-Sprite@ Urnversal 201919 012 RSU28202 Page 2 JD CorsUtards LLC 2995 Eugene Rd Cutctngue rup Calc=MJ8 Front Door faces S Job: Date: Duct System Summary Date: Jan 06,2020 EBv10ES,rcc Sys 1 By: Michael Caruso Energy Testing Services, LLC. 1648LoastAveUrntA,Bohemia,NY11716Phone 631-244-2627 Email mcarso@energyteshngserAcesoomWeb-wwwenergyteshngsemcescorn Project • • For: AJD Consultants LLC 2995 Eugene Rd,Cutchogue,NY 11935 Phone 845-664-5696 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 In H2O 0.19 in H2O Supply/return available pressure 0.151/0.039 in H2O 0.151/0.039 in H2O Lowest friction rate 0.046 in/100ft 0 046 in/100ft Actual airflow 947 ch 947 cfm Total effective length(TEL) 415 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg Eqv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat! Ln(ft) Ln(ft) Trunk BSMNT h 2698 179 18 0.069 7.8 12x6 ShMt 80 210.0 st5 BSMNT-A h 2698 179 18 0.053 8.2 12x6 ShMt 11.0 275.0 st6 Bed 4 C 2439 140 197 0 055 85 12x 6 ShMt 28.5 245.0 st5A Dining Rm h 1481 98 89 0 070 62 12x4 ShMt 16.5 2000 st5 Dining Rm-A h 1481 98 89 0 046 6.8 12x 4 ShMt 240 305.0 st5B Kitchen c 4480 105 361 0.052 10.7 12x 10 ShMt 220 265.0 st6 Li,Ang Rm c 1927 95 155 0.048 80 12x6 ShMt 280 285.0 st6A Lower Foyer h 810 54 19 0.062 51 12x4 ShMt 17.5 2250 st6 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (In) Material Trunk st6 PeakAVF 432 554 0.048 554 128 12 x 12 ShtMetl st2 st5 PeakAVF 515 393 0 046 515 12.6 12 x 12 ShtMetl st2 st6A PeakAVF 95 155 0.048 311 8.0 12 x 6 ShtMetl st6 st5A PeakAVF 238 286 0.046 429 101 12 x 8 ShtMetl st5 st5B PeakAVF 98 89 0 046 294 68 12 x 4 ShtMetl st5A st2 PeakAVF 947 947 0.046 631 15.8 12 x 18 ShtMetl Boldlrtalic values have been manually overridden t -' - ightsoftm 2020-Jarr06121750 .MR wrw� Right-Sute@Urnversal201919012 RSU28202 Page 1 ACM JD Corsdtants LLC 2995 Eugene Rd Cutchogue rup Calc=MJ8 Front Door faces S Return Branch, Detail Table Grille Htg Clg TEL Design Woc Diam H x W Stud/Joist Duct Name Size(In) (cfm) (ch) (ft) FR (fpm) (in) (In) Opening(In) Matl Trunk rb1 12x 37 947 947 86.0 0.046 631 15.8 12x 18 ShMt ® -Fk Wright3Oftm 2020-Jarr06121750 aM,=«• w•-��- Rghl-Sute®Uruversal201919012RSU28202 Page 2 JD CorisJtants LLC 2995 Eugene Rd Cutchogue rup Calc=MJ8 Front Door faces S �ENER � Duct System Summa Job: Y Date: Jan 06,2020 ERVICES,u.c .Sys 2 By- Michael Caruso Energy Testing Services, LLC. 1648 Locust Ave UntA,Bohemia,W 11716 Phone.631-244-2627 Email mcar so@energyteshngservices com Web aw wenergyteshngsemces com Project Information For: AJD Consultants LLC 2995 Eugene Rd,Cutchogue,NY 11935 Phone:845-664-5696 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 031 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 019 in H2O Supply/return available pressure 0.144/0.046 in H2O 0.144/0046 in H2O Lowest friction rate 0.054 in/100ft 0.054 irill 00ft Actual airflow 400 cfrn 400 cfm Total effective length(TEL) 352 ft Supply • Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) MM) (cfm) FR (in) (in) Mat Ln(ft) Ln(ft) Trunk Bath h 562 24 7 0.057 3.8 12X4 ShMt 14.5 240.0 st3 Bede c 2244 84 104 0.054 6.7 12X4 ShMt 27.0 240.0 st3A Bed 3 c 2611 93 121 0.057 7.0 12X4 ShMt 315 2200 st3 as Bath h 742 31 11 0.060 4.2 12x4 ShMt 12.5 2300 st4 M Bed c 1516 61 71 0.055 5.8 12X4 ShMt 23.0 240.0 st4 M Bed 1-A c 1516 61 71 0 058 5.7 12X4 ShMt 29.5 220.0 st4 M Wlc h 985 41 10 0.056 4.7 12x4 ShMt 19.5 240.0 st4A Upper Foyer h 132 6 5 0.058 2.2 12x4 ShMt 195 2300 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 PeakAVF 194 162 0 055 388 8.4 12 x 6 ShtMetl st1 st4A PeakAVF 41 10 0.056 124 47 12 x 4 ShtMetl st4 st3 PeakAVF 206 238 0 054 476 9.1 12 x 6 ShtMetl st1 st3A PeakAVF 84 104 0 054 313 6.7 12 x 4 ShtMetl st3 st1 PeakAVF 400 400 0 054 480 11.1 12 x 10 ShtMetl Boldldalic values have been manually overridden Wrlghtsoft- 2020-Jan,06 1217 50 •�* � Rght-Suite@ Unversal 201919 012 RSU28202 Page 3 Acca JD Consdtants LLC 2995 Eugene Rd Cutchogue rup Calc=MJ8 Front Door faces S Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (ch) (ch) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb2 12x 15 400 400 84.5 0.054 480 11.1 12x 10 ShMt =i ghtsof - 2020-Jarr06121750 <a,,. •=w, RgM-SuteOUnversal 2019 19 0 12 RSU28202 Page 4 B& JD Corsultants LLC 2995 EugereRd Cutchogue rup Calc=MJ8 Front Door faces S TJ04-iENERGY T�sTManual S Compliance Report Job: AmI� Date: Jan 06,2020 it ERVICES,rr c Sys 1 By: Michael Caruso Energy Testing Services, LLC. 1648 LOastAve UrntA,Bohemia,NY 11716 Phone 631-244-2627 Email mcarso@energyteshngserncescom Web:wwwenergyteshngserwcescom Project • • For: AJD Consultants LLC 2995 Eugene Rd,Cutchogue,NY 11935 Phone:845-664-5696 Cooling, Equipment Design Conditions Outdoor design DB: 86.0°F Sensible gain: 11740 Btuh Entering coil DB: 75 0°F Outdoor design WB. 72.0°F Latent gain 2568 Btuh Entering coil WB: 62:5°F Indoor design DB: 75.0°F Total gain 14308 Btuh Indoor RH 50% Estimated airflow: 947 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Generic Model: SEER 16.0 Actual airflow. 947 cfm Sensible capacity: 19889 Btuh 169%of load Latent capacity 8524 Btuh 332%of load Total capacity 28413 Btuh 199%of load SHR: 70% Design Conditions Heating Equipment Outdoor design DB. 15 0°F Heat loss 14308 Btuh Entering coil DB 68.0°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Prop furnace Manufacturer: Generic Model. AFUE 92 Actual airflow 947 cfm Output capacity. 15000 Btuh 105%of load Temp.rise 50 °F Meets all requirements ofACCA Manual S. * wrightsoft, 2020-Jan-06121750 Right-Sante®Unversal201919012 RSU28202 Page 1 JD ConsLdtants LLC 2995 Eugene Rd Cutchogue rLp Calc=MJ8 Front Door faces S ENERGY Manual S Compliance Report Jab. TT°tG Date: Jan 06,2020 ERVICES,LLc Sys 2 By: Michael Caruso Energy Testing Services, LLC. 1648LoustAve UritA,Bohemia,NY11716Phore 631-244-2627 Email-mcaruso@energyteshngservicescomWeb wwverergyteshngsenncescom Project Information For AJD Consultants LLC 2995 Eugene Rd,Cutchogue,NY 11935 Phone:845-664-5696 Cooling Equipment Design Conditions Outdoor design DB: 86.0°F Sensible gain: 8599 Btuh Entering coil DB: 75.0'F Outdoor design WB: 72.0°F Latent gain 598 Btuh Entering coil WB: 62 5°F Indoor design DB. 75.0°F Total gain: 9197 Btuh Indoor RH: 50% Estimated airflow: 400 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype SplitAC Manufacturer: Generic Model: SEER 16.0 Actual airflow 400 cfm Sensible capacity: 8400 Btuh 98%of load Latent capacity: 3600 Btuh 602%of load Total capacity: 12000 Btuh 130%of load SHR: 70% Heating Equipment, Design Conditions Outdoor design DB: 15.0°F Heat loss- 9507 Btuh Entering coil DB: 68.0°F Indoor design DB. 68 0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype Prop furnace Manufacturer Generic Model. AFUE 92 Actual airflow: 400 cfm Output capacity 10000 Btuh 105%of load Temp.rise 50 'F Meets all requirements ofACCA Manual S. =Iglhlitsoft® 2020-Jaa N 12 17 50 .M•,•, ••wu- � Right-Sante@ Universal 201919 0 12 RSU28202 Page 2 JD CornsUtarrts LLC 2995 Eugene Rd Cutcbgue rup Calc=MJ8 From Door faces S b AM ResidentialPlans _ Review • Form ACC® for Design • • 15 Mar 09 aacornr�rsa Header Information Contractor. Energy Testing Services,LLC. REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form"(and supporting worksheets) Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Building plan# Manual D Friction Rate Worksheet- Yes ❑ No ❑ Dud distribution sketch Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 2995 Eugene Rd,Sys 1 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature. 15 °F Orientation: Front Door faces South Indoor temperature- 68 'F East,west,south,Northeast,Northwest,southeast,southwest Total heat loss 14308 Btuh Number of bedrooms 1 Conditioned floor area 1868 ftZ Summer Design Conditions Number of occupants 5 Outdoor temperature 86 °F Indoor temperature 75 °F Windows Roof Grains difference 31 grAb @50%RH Eave overhang depth 1.0 ft Sensible heatain 12901 Btuh Internal shade, blinds aveve Latent heat g i 2822 Btuh &""�tea ,ee� Depth window Total heat gain 15723 Btuh Number of skylights 0 EQUIPMENTHVAC • ,0 Heating Equipment Data Coolinq Equipment Data Blower Data Et uipment type. Prop furnace Egui�ment ty SpIdAC Heating cfm 947 .Tent Heat punR Bailer,etc. r honer, rung etc. Cooling cfm 947 Model Generic Model Generic Static pressure 0.50 in H2O AFUE92 SEER 160+ Fanhratedexte%Istatic prtssurefor design airflow Heating output capacity 150Q.0 Btuh Total cooling capacity 0 Btuh Heatpurnps-capacity atwh rdesicgnoutdoor tions Sensible Cooling capacity 0 Btuh Aux.heating output capacity. 0 Btuh Latent cooling capacity 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow 947 dm Longest supply dud 329 ft Dud Materials Used Equipment design ESP. 0.50 in H2O Longest return dud 86 ft Trunk dud. Sheet metal Total device pressure losses -0 3 in H2O Total effective length(TEL): 415 ft Available static pressure(ASP): 019 in H2O Friction rate: 0 g46 in/100ft Branch dud Sheet metal Friction Rate=ASP=(TELA) declare the load calculation,equipment,equipment selecti• •duct design were rigorously performed based on -building l -• above. •- . •the claims made on - -forms will be subject to review and verification. Contractor's printed name: Contractor's signature. Date: Reserved for County Town Municipality or Authority having jurisdiction use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist -F�- wrigFats®ftp Right-Suite@Uruversal 2019 19 0 12 RSU28202 Residential PlansExaminer Review • Form RIPER 1 ACCP.. for HVAG System Design • • 15 Mar 09 nrcoeeadusaaR,e<r� Header Information Contractor Energy Testing Services,LLC REQUIRED ATTACHMENTS ATTACHED Michael Caruso Manual J1 Form(and supporting worksheets) Yes ❑ No ❑ Mechanical license or MJ1AE Form"(and supporting worksheets)- Yes ❑ No ❑ OEM performance data(heating,cooling,blower) Yes ❑ No ❑ Budding plan# Manual D Friction Rate Worksheet Yes ❑ No ❑ Duct distribution sketch- Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision) 2995 Eugene Rd,Sys 2 HVAC LOAD CALCULATION . 1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 15 °F Orientation Front Door faces South Indoor temperature 68 °F NatN lir,West'sotdt rda1heast,Nort-est,soWreast,soWmest Total heat loss 9507 Btuh Number of bedrooms 3 Conditioned floor area: 92$ ftZ Summer Design Conditions Number of occupants- 0 Outdoor temperature 86 °F Indoor temperature 75 °F Windows Roof Grains difference 31 grAb @50%RH Eave overhang depth 1.0 ft Sensible heat gain. 9450 Btuh Internal shade blinds Eave Latent heat gain: 657 Btuh &1O�'drapes,etc. Depth Window Total heat gain 10107 Btuh Number of skylights 0 EQUIPMENTHVAC • 41 Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Prop furnace E(ui=nt ty e SpIItAC Heating dm 400 race,Heatp=PeR Boiler,etc r ticr atp=R etc Cooling efm 400 Model Generic Model- Generic Static pressure 0 50 in H2O AFUE 92 SEER 16 0+ FanSrated external static pressrrefor design airflow Heating output capacity 1000 Btuh Total cooling capacity. 0 Btuh Heat pmps-capacity atwi rdesig condi x sons Sensible cooling capacity 0 Btuh Aux heating output capacity 0 Btuh Latent cooling capacity 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow- 400 din Longest supply duct. 267 ft Duct Materials Used Equipment design ESP. 0 50 in H2O Longest return duct 85 ft Trunk duct Sheet metal Total device pressure losses -0.3 In H2O Total effective length(TF1). 352 ft Available static pressure(ASP): 019 in H2O Friction rate: 0 g54 In/100ft Branch duct Sheet metal Fnchan Rate=ASP–(rELx 1b I declare the load calculation,equipment,equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name, Contractor's signature: Date. Reserved - *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Fk- wrightsoft- -^• Right-Suite®Universal 2019 19 0 12 RSU28202 N BSMNT 10x12 179 ch 4x12 12x12 4x12 6x12 12x12 1-1 18x12 8x12 6x12 6x12 4x12 179 crm 18x12 BSMNT 6x12 4x12 6x12 Job#: Energy Testing Services, LLC. Scale:1 .109 Performed by Michael Caruso for: Page 1 AJD Consultants LLC 1648 Locust Ave UndA RghtSurte®Universal 2019 2995 Eugene Rd Bohemia,W 11716 19 0 12 RSU28202 Cutchogue,W 11935 Phone 631-2442627 2020-Jan-061219 00 Phone 845-6645696 wvwvenergytestingservices com mcaruso@energytestmg LLC 2995 Eugene Rd Cutchogue rup * N 1ST FLR Z-361 ern, 0-98cfrn 0--9scrm Dining Rm Kitchen Garage Bath 1 Lower Foyer 947 cfm Living Rm Bed 4 155 cfrn 54 cfm 197 cfrn ,lob#: Energy Testing Services, LLC. Scale:1 :109 Performed by Michael Caruso for: Page 2 AJD Consultants LLC 1648 Locust Ave UnrtA Right-Sude®Universal 2019 2995 Eugene Rd Bohemia,NY 11716 19 0 12 RSU28202 Cutchogue,NY 11935 Phone-631-2442627 2020,1an-06 12 19.00 Phone.845-6645696 wwwenergytestingservlces com mcaruso@energytestmg LLC 2995 Eugene Rd Cutchogue n,p N 2ND FLR Panasonic FV-15VQ5 150 CFMBath Fan on Cyc ling Timer M 104 cfm 24 cfm Bath M WIC 4x12 4x12 Bath 2 31 cfm 41 cfm Upper Foyer 4x12 4x. 6x 6 1 4x12 10 2 4x12 Bed 2 400 cfm 10x12 M Bed 1 Bed 3 4x12 4x12 4x12 4x12 6 cfrt 121 cfm 71 cfm 71 cfm Job#: Energy Testing Services, LLC. Scale:1 .109 Performed by Michael Caruso for: Page 3 AJD Consultants LLC 1648 Locust Ave Unit RghtSwte®Universal 2019 2995 Eugene Rd Bohemia,NY 11716 19 0 12 RSU28202 Cutchogue,NY 11935 Phone 631-2442627 2020-Jan-06 12 19 00 Phone 845-6645696 wwwenergytestmgservices com mcaruso@energytesting. LLC 2995 Eugene Rd Cutchogue rup •, � �', ;� '^ate' a � w s . e f a y r r r f Y� f 1 F i 4b mw,r Y i0 \ f � ` 411, ter..• ,: _ ., r •� r • ^ �+ i _ L i l r d i . ? R i' ti l i r r y i � Y 1 S i f 3 x, Y •E � �{ dl 6 r• t. .e t _� or t i Xf IL f 1 f 1 7 f : j ■ /P S r S 1 �• P s r y5 1. e ii - I I II t S f ' ii � � I � � � � �' 1 I I � 1� �._...,� Tyvek ek l yv yvcn .N r to Moinr n+eWNp r 1.•..• - L mneM/rap Y v - vCn W T tKQ' e Homayy n►arap Y yvek Akk Tyvek Tyvek 'Tyvek Tyvek T -- arneWraP Hoek ve +neWraD ►rornaWTyvek T ' rap HornlWrap Homewlap Honkbk Tyv. Tyvek Tyk HomcLvrap @k tap rill Homewrap rap re Tyvei HomcWr Tyvek Tt1�� L rap HomeVJrap Ho ee c eek Tyvek ewtap Homewrap Tyvek r HameWrap ir. ��i 1 � � �' �' '� ,�� f '� - � � � y � � ,' ii 1 � � � � �. r � j1 ,. �. • �_ � �' -, ,�. *� �`,, �- + �� . �� f a: 4 y /► r7416 +� • +. . v v6 { jp a 3: 041 i j M r T r A6 • f y 3 3 x t � ■ y � � • Jun 26 19 09: 33p Dan Pembroke 6319298662 p. 2 Building Department Application. AUTHORIZATION (Where the Applicant is not the Owner) U2 � I, 0kGWO? 4residing at (Print property owner's name) (Mailing Address) r v do hereby authorize Aq,N// 1 -- _to apply on my behalf to the Southold-Building Department. (Owner'rSii nature) (Date) GH�iu•�-/�� �Yl -� . • , F,�r��c2 (Print Owner's Name) Town Hall Annex .. •••!!! Telephone(631)765-1802 54375 Main Road - Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT , NOTICE.OF-UTILIZATION-OF TRUSS TYP '-CONSTRtJCTION:'PREMENGINEERED; ,WOOD CONSTRUCTION AND!{)R TIMBER CONSTRUCTION- Date.',,- ONSTRUCTION; Date:. ... I Owner: R (-Z4_e_ 60-A �_>°/�— �a�-�f� 4 4A P'4 k P-0 �— Location of Property:._)_ "i*c tel_ Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential'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 location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature:, Nameerson submitting this form): . (P 9 Capacity(check applicable line): Owner X __ Owner representative TrussRegl5.docx Effective 1/1/2015 6" ID IAM ET REFLECTIVE WHITE REFLECTIVE RED PANTONE#187 - 5f J ' r t F. I ({S Y. `sxROKE, The construction type designation shall be =` i°IV"or «V�� to indicate the construction classification of the structure under OESI+G" AT.t.0,11 =FOR ST�t�'CTU -'t "L, section 602 of the BCNYS CtMP't1E 'TS THAT ARE O TRIS," $-: TYPE CONSTRUCTION u 3 / "F3 FLOOR FRAMING, INCLUDING GIRDERS AND BEAMS ROOF FRAMING FLOOR AND ROOF FRAMING STANDARDS AND CODES • • • - • r ga FOUNDATION (IST) 1 0 Pillillillillill FOUNDATION (2ND) Fri ROUGH FRAMING PLUMBING �r r��► �I�' � 'moi ► �-, - c sINSULATION ENERGYSTATE • . , PTA ! ���_ 'VA T1 ffff �VA , vA MWt0a SPUME : W_!�� • I /� 1. / 1, r MEN; TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 = Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. Check Septic Form NX.S.D.E.C. Trustees C.O.Application Flood Permit Examined �,20 Single&Separate Truss Identification Form Storm-Water Assessment Form l� Contact: f� Appioved ,20 / / 'Mail to: A�I ee- A 6 0-6 K&^ TTTT Poo /✓a-k-5479, lr�..W)Ity? f�t� t. Disapproved a/c j Aty Phone: r40 4q-7 Expiration 7 20 P [� VV Bui dmg ns for PLICATION FOR BUILDING PERMIT APR — 9 2019 Date '1 l , 20__ft INSTRUCTIONS nmman1C19 �� be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plan cc ra e o an o c le.Fee accordingto schedule. b.Plot plan showing location of lot and of buildings on premises,relationship-to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues'a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not�commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing-,the extension of the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk,County,New York,and other applicable Laws, Ordinances or Regulations,for the construction of buildings, additions,or alterations or:for removal,or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant,or name,if a corporation) (Mailing,address of applic t) State whether applicant owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder �( (f Flame of owner of premises �— (As on the tax roll or latest deed) If applicant is a corporation, sign4ure of duly authorized officer (Name and title of corporate officer) Builders License,,No: Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: / ` J 7 c-8,A 1 �s / ' Z17'CA1 1� House Number Street Hamle County Tax Map No. 1000 Section 17 7 Block Lot /� i i i Subdivision Filed Map No. Lot i 6 i 2. State existing use.and occupancy of premises a d intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy 3. Nature of work(check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work a ' 4. Estimated Cost 1-5-0, tva Fee (Description) (To be paid on filing this application) 5. If dwelling, number of dwelling units d Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth i Height Number of Stories_ Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear f i� --ED epth Height Number of Stories ! `, _s f ! 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11. Zone or use district in which,premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO j • 1 ' 13. Will lot be re-graded? YES NO Will excess flll*be removed from premises?YES NO__X. ,e,X32 ce '��i� 7 A-W s�0 -p 14. Names of Owner of premises PR , J4-eA ss ° Phone No. ��s f�' --�� F Name of Architect Address Phone No 63 f � jrj Name of Contractor S e Address a 0 ex'7.6Phone No.G-:3 'W- 1/"7?•.A, ' 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED.. ! b. Is this property within 300 feet of a tidal wetland? * YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any°covenants and restrictions with respect to this property? * YES NO * IFYES, PROVIDE A COPY. i STATE OF NEW YORK) SS: COUNTY O - !�,(j being duly sworn,deposes and says that(s)he is the applicant ! (Name of individual signing contract)above named, (S)He is the /� G- (Contractor,Agent,Corporate Officer, etc.) j of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;• that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Swor ore me thi / day o Cq- 20 L I Notary Public JEANINE M.HOLLAND Signature of Applicant i Notary Public,State of New York No.01H06145113 Qualified in Suffolk County Commission Ex�vres May 1,20 Scott A. Russell ,��° '� STO]Eb-MWA IER SUPERVISOR MANA\tGl]EI�1�lEI��� SOUTHOLD TOWN HALL 7.P,O.Box 11" a 53095 Main hoad-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WO Sif I ( TO BE COMPLETED BY THE APPLICANT ) Ll JUN 1 9 2019 "" ` DOES TMS PROJECT INVOLVE ANY of THE^FOLLOWILGb (CHECK ALL THAT APPLY) .. J DZIC;Di y Yes 'No T or,S0 A. Clearin , rubbin , grading-or stripping of land-which-affects more ' than 5,000 square feet of ground surface. `l ❑ 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. ;{ ❑6 D, Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑ E. Site preparation within the one-hundred-year floodplain as depicted on FIRM Map of any watercourse. y F. Installation of new or resurfaced .impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management ,► g �.I Control Plan was received by the Town and the proposal includes 1- in-kind replacement of impervious surfaces. jf If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature,Contact Information,Date & County Tag Map Numbert 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'blanagemetit Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. j APPLICANT: (Property Ovmer,Design Professi al,Agent,Contractor,Other)` S'C'T'M' #' 1000 Date Dt 140 NAME- (� u�mU ;• section Block Lot �0_ 624 **** FOR BUILDING D _RTMENT USE~ONLY'****Y 1` !(� Contact)ntormatiom __3 --0� � I ! rrNab"] 4 I , (, ! Reviewed By: j -- Date- Property ate Pro ert Address/Location of Construction Work: 1 ' { — — — — — — — — — — — — d �tJPs f ,.f ❑ A=ater ed for processing Building Permit, Management Control Plan Not Required. (; Stormwater Management Control Plan is Required. i` :{ (Forward to Engineering Department for Review:) i FORM SMCP--TOS MAY 2014—� �� C 7'M. APPLICANT Owner, S.C.T.M.* 1000 CHAPTER 236 (Property Design Professional.Agent,Cantmctor,Other) —bn— QSf� 3 b Stormwater Management Control Plan CHECK LIST - .( NAME: �'Gri�ewa GW Section stock Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 06 q � �c The applicant must provide a Complete Explanation and/or Reason for not providing i 7 1 all Information that has been Required by the following Checklists tgnalurc T Nursmer 1. A Site Plan drawn to scale Not Less that 69 to the inch MUST If You answered No or NA to any Item,Please Provide Justification Herel show all of the following items: XE 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§236-17(w). EROSION & SEDIMENT CONTROLS d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. hall include but not be limited to: e. Limits of Clearing&Area of Proposed Larid Disturbance. A well maintained Construction Entrance, f. Existing&Proposed Contours of the Site (minimum z stabilization & g. Location of all existing&proposed structures, roads, Sep in of exposed Andinr ffinartivp soils. driveways,sidewalks,drainage improvements& utilities. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. NU j. Location of proposed Soil Stockpile Area(s). I i U V _ k. Location of proposed Construction Entrance/Staging AmMs). , 1. Location of proposed concrete washout area(s). -- _ M. Location of all proposed erosion&sediment control Measures. 2. Stormwater Management Control Plan must Include Calculations showingARE REQUIRE that the stormwater improvements are sized to capture,store,and infiltrate fore r,=, r on-site the run-off from all impervious surfaces generated by a two(21 inch on + ICat5-1560 befoliqn - rainfall/storm event. Backfill, 3. Details&Sectional Drawings for stormwater practices are required for approval. that the drainage Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e g.infiltration basins,swales,etc.) FOR ENGINEERI DI;PAR SE ONLY**** C� Additional Information is Required.ti Reviewed & ® Stormwater Management Control Plan is Not Complete. i:; Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. I Date ® SMCP has been approved by the Engineering Department j i; FORM # SWCP Check List-TOS MAY 2014 tom°,az'F��:^; •— ,•_ � � - \ . BUILDING DEPARTMENT-Electrlcal Inspector TOWN OF SOUTHOLD JAN 24 20ovvn Hall Annex- 54375 . �sw Main Road PO Box 1179 t i $ - } 1z�, : Southold New York 11971-0959 Telephone (631) 765-1802- FAX (631) 765-9502 y ; ro err wa _ southoldtownn ov nd southold ATItownn ov - APPLiCON FOR ELECTRICAL_ INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date; �9 Company Name: 11&41)6216= Name: License No.: email: Address: 0. ,6 X kJ/ Phone No.: t1A 3 JOS SITE INFORMICON (All Information Required) Name: 1 Cu , T(1 ✓� �. L, Address: 2- Gross Cr05S Street: Cyl Phone No.: Bldg.Permit#: 3 2 email: m (� ©i v�z Tax Map District: 1000 Section: O Block: Lot: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO Rough In Final Do you need a Temp Certificate?: ES NO Issued On Temp Information: (All information required) / Service Siz 1 Ph 3 Ph Size: a I, A #Deters ! Old Meter# _�� New Servic - Fire Reconnect-Flood Reconnect- Service Reconnecte - Underground Overhead #Underground Laterals 12. 2'� H Frame Poled Work done on Service? Y N Additional Information: x!27 PAYMENT.DUE WITH APPLICATION TO Request for Inspection FormAs 1 OUI,LbING-DEPARTMENT-Electrical Inspector JAN z TOWN OF SOUTHOLD 'S 4 202Oowm Hall Annex- 54375 Main Road - PO Box 1179_ -= - ; Southold; New York 14971=Q959 --�'`" '��-<t•: elephonea(fi31) 7C5 1 2 F-AX-(631) 765-95f)2 autholdtca.wrnn ov w seared southoidtawrnn ov ' 1'.:A"M N F-OR ELECTRICAL ECTION ELECTRICIAN INFORMATIONAirs f afamation Required) Date, �9 i -empany Name: , ��_ � � t Name: - .License No..— � [' email: Address: _►-�T`a � Phone N0.._ 17' 1NFO7MA, f 10~ (All Information Required)M -- . - .Name: v` Address: Cass sStt: v a Phonis e o.:,-,..._� G- � - (,. .s -Bldgs --,---- ---- is ._. 7l trio: 10)04 - - - -- BRIEF DESCRIPTION OFW RK(Please print learty� _ Circle All-That Apply: fs jab ready for inspeiidn?: YES 1 ILIO Rough In -Fina _-- _130 you creed a Temp Certificate: Issued-On . �p Intorinatlon: (All information required) ,�e viice Siz 1 Ph 3 Ph Size: A #Meyers_ L_ Did Meter# ;�� �. e Sere' -Fire Reconnect-Flood Reconnect;-Service Reconnect - Underground , Overhead -U, round Laterals 12�2 y H Frame Pole �li/ork done on Service? Y N t Addltio al _formation., . . . _. . ,P_ .A►�YMENrt.CUE,.rtHd1'�,�}?Pi;IGAT� - _ -. - g5Tfd �- 5 Request for inspecxion FOWAS . l (7- , PERMIT# Aldf ress: < Switches Outlets y�I ��I -- ----- - --------- --��---J�--Z--- -------- � GFI's Surface Sconces 1� H H's 7 UC Lts Fans Fridge HW Exhaust I OvenDryer Smokes. I ' DW Service` —co, -1' • 'U.4 C'.nrui99' �q�/S� Carbon Micro Generator Combo 1 Cooktop -Transfer AC AH I Mini Special: 1 Commen '� ` 1 i I BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD 10), Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �aor Telephone (631) 765-1802-FAX(631) 765-95 2 Temporary Certificate # Date 2 / 2020 Customer n �l� ,L LG Electricia�Nam�e ^ Address 2—q ,s C E,f Phone e-mail e-mail Phone _ License# •Ml Size r ) A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 ]7j— "H" Frame or Pole H P Fire ReconWas work done on Service? Y/N Flood ReconnOld Meter# Service Reconnec Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this Installation is complete,the town will conduct a premises Inspection of the service equipment. This verification is vali for 90 d tro the to above. Authorized by ------------------------------ Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.BOX 1179 '' s Fax(631)765-9502 4 ,: `' Lam' : <s:-, _ ''x.: Southold, NY 11971-0959 •-'' °•via- p." ; BUI .q .iii' `!.' °.7a..' ',�: _ 3 v9•• - + IVG:tIEPAR:T_ ENT°; J NOTICE`_OF UTtLjZATION O_ RTRU�SS-1 &L:�CJNSYTRU.=10N RE�ENGINFEREM r WOOD-CONST U T1U 1 `' '. i =r`CIMBER CONSTRUCTlf3N ' J '.2 1-660til6h of Property:.. fi ✓ Please'take notice that`the> chectap lcab�e line' :< `` New commeriaior i`esldertial structure' - } 'r>, : .` . ;: ,. Addition.#ii<eAsting corriirie�rc)al or residential:`sfl'uct ire _ Rehabi[taton`'to an ex'istirig'commercial or residerifial structure;; td be.coristf-dicted.pr performed at the subject property reference above will'tatilize (check appi cable;li4p) °~ } •H.G„•r Triass,:typ.e'construction (TT) Pre-er gineered;'.vi 7404-004316 Fidelity National Title Insurance Services, LLC un 24 Commerce Drive, Riverhead, NY 11901 gulf I PHONE: (631)727-0600 1 FAX(631)727-0606 Application Date: 04/10/2019 Report Due Date: 04/15/2019 Title No.: 7404-004316 APPLICANT~/BUYER.ATTORNEY: AMOUNT`OF INSURANCE: Davis& Prager, Esqs. FEE AMOUNT: $170,000.00 Attention: Heather Littlefield 175 Oak Street Patchogue, NY 11772 Phone: (631)289-1600 Fax: (631)289-1679 Email:dplawfirm@optonline.net - Sales Rep: NJM r :;LENDER ATT,.ORNEY:,.: ° BUYERr. Michael McCarrick Real Estate Inc. SELLER: - R. Bruce Parker and Barbara M. Parker 'SELLER ATTORNEY:. r SURVEY.INSTRUCTIONSi'° David Jude Jannuzzi, Esq. VACANT LAND 13235 Main Road, P.O. Box 1672 COMPANY CHARGES:' MATTITUCK, NY 11952 Fee Premium$170,000.00 $872.00 Phone: (631)298-8065 Fax: (631)298-4214 Estimated Recording Charges $1,500.00 Email: djjlaw@icioud.com ariance with Fee Search $475.00 LENDER: Municipal Totals See Attached 122.00 Endorsements Totals-See Attached $50.00 Escrow Service Charge-Buyer $50.00 PREMISES': harge-Seller $5 Escrow Service C 0.00 995 Eugenes Road Recording Service Fee-Buyer $25.00 Cutchogue, NY 11935 Recording Service Fee-Seller $25.00 County of Suffolk Sales Tax(8.87500%) $52.98 Town of Southold Dist: 1000 Section: 097.00 Block: 03.00 Lot: 019.000 Sub-Total $3,221.98 = - SPECIAL INSTRUCTIONS: Municipal Search charges quoted herein are estimated only and will be finalized prior to closing. RECORDING TAXES:' CPF Tax $1,900.00 Conveyance Tax $680.00 Sub-Total $2,580.00 RECORDING-CHARGE,S _. Sub-Total $0.00 Each document to be recorded subject to a$25 service fee. ,nTOTAL CHARGES:$5,801:9.8; BAI:ANCE DUE:$5;801:98 P Please be advised that FNTIC has implemented a rate calculator for your convenience to enable you to calculate your title insurance rates.The website can be accessed at http://nyrates.fntic.com NY Title Bill Application Page 1 of 2 (7404-004316129)April 16,201910 36 AM Date: 04/16/2019' Closing Date: Title No.: 7404-004316 Closer: Applicant: Davis & Prager, Esqs. Bank: Buyer: Michael-McCarrick Real Estate Inc. Bank Attorney:.- Seller: A. Bruce Parker and Barbara M. Seller Attorney: David Jude Jannuzzi, Esq. Parker Premises: 2995 Eugenes Road Sales Rep: Nick J. Magro Cutchogue, NY 11935 County of Suffolk County: Suffolk Town of Southold Dist: 1000 Section: 097.00 Block: 03.00 Lot: 019.000 Type of Insurance: Owners/Fidelity National-NY-Zone 2-Owner's Policy below$1 Million MUNICIPAL SEARCH DETAIL: Total: $122.00 e Tax Search No Charge Bankruptcy Search; $60. ............... ............................................................................................................................................................................................................................... .................. Street Report $62.00 .............. .......................................................................................................................................................................................................................................................................................... ENDORSEMENTS TOTALS -SEE ATTACHED Total: $50.00 TIRSA Policy Authentication Endorsement-OP No Charge TIRSA Waiver of Arbitration -OP $50.00 ......................................................................................................................................................................................:............................................... ................. ............................................. NY Title Bill Application Page 2 of 2 - (7404-004316129)Aprll 16,2019 1036 AM Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-004316 District: 1000 Section: 097.00 Block: 03.00 Lot: 019.00 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED 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 SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by R.Bruce Parker and Barbara M.Parker, as tenants by the entirety 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 Thousand Dollars ($25,000.00) and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: April 16, 2019 FIDELITY NATIONAL TINSURANCE SERVICES, LLC JEXZ4 DUVA Sworn to before me this 16th day ofAprfl, COLLEEN K ZICK XZ • Notary,Public,State of Newyork No.01 Z16375097 Notary Public Qualified In Suffolk County Commission Expires May 14,2022 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 Fidelity National Title ,. , INSURANCE SERVICES,LLC TITLE NO. 7404-004316 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: 1000-097.00-03.00-019.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1983. SUBJECT PREMISES: 1000-097.00-03.00-019.000 Sheperd M. Scudder, as County Treasurer Liber 1124 cp 106 TO Dated: 10/22/1924 Sarah L. Wells Rec'd: 10/22/1924 Sarah L. Wells died on 06/24/1930, a resident of Kings County, Marjorie W. Parker Petitioner. H. Sterling Parker died on 08/01/1982 a resident of Westchester County,per deed in Liber 11624 cp 66. FIDELITY NATION L ITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN &1VA 16th day of A , ' C®L EEN K ZiCK Notary Public,State 0t I�OWYork Notary Pu i No.olZ16375097 Qualified in Suffolk C0unty u4,2022 commission Expires May 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC H. Graig Parker, as Executor of the Last Will and Liber 11624 cp 66 Testament of H. Sterling Parker who died 08/01/1982, Dated: 02/11/1993 Westchester County Rec'd: 04/03/1993 TO R. Bruce Parker R. Bruce Parker Liber 12711 cp 765 TO' Dated: 10/31/2012 R. Bruce Parker and Barbara M. Parker, as tenants by Rec'd: 11/27/2012 the entirety LAST DEED OF RECORD PREMISES NORTH AND WEST: 1000-097.00-03.00-020.003 Mildred Bianco Liber 7187 cp 586 TO Dated: 06/19/1972 Richard E. Young Rec'd:.06/29/1972 (premises and more) Richard E. Young Liber 10500 cp 384 TO Dated: 09/21/1987 Scott Kaufman Rec'd: 12/22/1987 (premises and more) FIDELITY NATIONA ITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN V 16th day of A , C COLLEEN K ZICK NAt",Public4h0- Notary Public,State of NOW Mork No.01 Z16375097 Qualified In Suffolk County Commission Expires'May 14,2022 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Scott Kaufman Liber 12070 cp 32 TO Dated: 09/01/2000 Schembri Homes Inc. Rec'd: 09/12/2000 Schembri Homes Inc. Liber 12135 cp 244 TO Dated: 08/03/2001 John A. Ledden and Michelle D. Ledden, his wife Rec'd: 08/13/2001 LAST DEED OF RECORD PREMISES EAST: UNNAMED ROAD ON MAP OF FRANCIS GREENBERGER PREMISES SOUTH: EUGENES ROAD FIDELITY NATIO TITLE INSURANCE SERVICES, LLC Sworn to before me this J D A 16th da April, 20 Notary Pu Ris C OLLEEN K�ICIC blic,State of New"ork.09 ZI6375097d in Suffolk Counn 2022n Expires�Aay 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 r "� Fidelity National Title M. . INSURANCE SERVICES,LLC TITLE NO: 7404-004316 District: 1000 Section: 097.00 Block: 03.00 Lot: 019.00 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED 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 SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by R.Bruce Parker and Barbara M.Parker, as tenants by the entirety 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 Thousand Dollars ($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: April 16, 2019 FIDELITY NATIONAL T TrINSURANCE SERVICES, LLC JE N UVA Sworn to before me this 16th day of rel019 COLLEEN K ZICK Notaey Public,State of Newfork Aml rx-,?,e4 No.05 ZI6375097 Notary Ret Qualified In Suffolk County Commission Explres May 14,2022 24 Commerce Drive ° Riverhead,New York 11901 9 (631) 727-0600 ° Fax: (631) 727-0606 MW , ' Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-004316 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: S CTM: 1000-097.00-03.00-019.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 1983. SUBJECT PREMISES: 1000-097.00-03.00-019.000 Sheperd M. Scudder, as County Treasurer Liber 1124 cp 106 TO Dated: 10/22/1924 Sarah L. Wells Rec'd: 10/22/1924 Sarah L. Wells died on 06/24/1930, a resident of Kings County, Marjorie W. Parker Petitioner. H. Sterling Parker died on 08/01/1982 aresident of Westchester County,per deed in Liber 11624 cp 66. FIDELITY NATIONTLE TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN U 16th day aA , fl� COLLEEN K ZICK Notary Public Notary Public,State of New fork No.09 Z16375097 Qualified in Suffolk County Commission Expires May 94,X022 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 _.e Fidelity National Title INSURANCE SERVICES,LLC H. Graig Parker, as Executor of the Last Will and Liber 11624 cp 66 Testament of H. Sterling Parker who died 08/01/1982, Dated: 02/11/1993 Westchester County Rec'd: 04/03/1993 TO R. Bruce Parker R. Bruce Parker Liber 12711 cp 765 TO Dated: 10/31/2012 R. Bruce Parker and Barbara M. Parker, as tenants by Rec'd: 11/27/2012 the entirety LAST DEED OF RECORD PREMISES NORTH AND WEST: 1000-097.00-03.00-020.003 Mildred Bianco Liber 7187 cp 586 TO Dated: 06/19/1972 Richard E. Young Rec'd: 06/29/1972 (premises and more) Richard E. Young Liber 10500 cp 384 TO Dated: 09/21/1987 Scott Kaufman Rec'd: 12/22/1987 (premises and more) FIDELITY NATION ITL INSURANCE SERVICES, LLC Sworn to before me this JEAN UV 16th day of Apr COLLEEN K ZICK Notary Public Notary public,State of Now fork No.01 ZI6375097 Qualified In Suffolk County Commission Expires May 14,2022 24 Commerce Drive • Riverhead,New York 11901 9 (631) 727-0600 • Fax: (631)727-0606 Y Fidelity National Title INSURANCE SERVICES,LLC Scott Kaufman Liber 12070 cp 32 TO Dated: 09/01/2000 Schembri Homes Inc. Rec'd: 09/12/2000 Schembri Homes Inc. Liber 12135 cp 244 TO Dated: 08/03/2001 John A. Ledden and Michelle D. Ledden, his wife Rec'd: 08/13/2001 LAST DEED OF RECORD PREMISES EAST: UNNAMED ROAD ON MAP OF FRANCIS GREENBERGER PREMISES SOUTH: EUGENES ROAD FIDELITY NATIONA T TLE INSURANCE SERVICES, LLC Sworn to before me this JEAN 16th day o , Notary u i COLLEEN K ZICje Notary Public,State of New fork No.01Z16375097 Qualified in Suffolk County Comrtrtaslon Expires May 144,2022 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 DISTRICT: 1000 SECTION: 097.00 BLOCK: 03.00 LOT: 019.000 Town of Southold, County of Suffolk, State of New York Gentlemen, TITLESAVE AGENCY,INC. hereby certifies that to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no other further conveyance of any of the foregoing lots other than as set forth. TITLESAVE AGENCY, INC. certifies that a search of the above captioned property has been made from 1983 and that the premises have been in single and separate ownership of R. BRUCEPARKER AND BARBARA M. PARKER and his/her/their predecessors in title has not been in the same name or title as any adjoining lot since from 1/1/1983 to 4/3/2019. No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to party to whom it is certified and such liability shall under no circumstances exceed the amount of the fee paid to run this search and no policy of title insurance can be issued based upon the information contained in the Certificate. DATE: 4/3/2019 TITLESAV,E AGENCY,INC. .,; ;.!���,�'o;k Stephen H. Woods-President moto,y ;; Swor to fore me is the 5TH of ,April 2019 Cor' No ry Public 434 NEW YORK AVENUE s HUNTINGTON•NEW YORK•11743 PHONE(631)343-3110 FAX(631)610-2700 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) STEPHEN H. WOODS, being duly sworn deposes and says: That we have made a search of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM 1000-097.00-03.00-019.000 That the said records indicate the following chains of title as to premises and adjoining lots since 1969. 1. SHEPHARD M. SCUDDER AS COUNTY Dated 10/22/1924 TREASURER Recorded 10/22/1924 To Liber 1124 SARAH L. WELLS Page 106 2. H. CRAIG PARKER AS EXECUTOR OF Dated 2/11/1993 L/W/T OF H. STERLING PARKER Recorded 4/2/1993 To Liber 11624 R. BRUCE PARKER Page 066 3. R.BRUCE PARKER Dated 10/31/2012 To Recorded 11/27/2012 R. BRUCE PARKER AND Liber 12711 BARBARA M. PARKER Page 765 TITLESAVE AGENCY,INC. ------" par-.pla leis A Ste hen . Woods-President '�i t� r. fiIe»York tlotay i°=,y�i},f r7„'?�3 Sw'� befor me is t 5N Day of April 2019 ' �• ',c,ns � Cammissian�.:.�r s i� -- _ _ Notary Public �/ 434 NEW YORK AVENUE•HUNTINGTON 9 NEW YORK•11743 PHONE(631)343-3110•FAX(631)610-2700 f PREMISES TO NORTH AND WEST— 1000-097.00-03.00-020.003 1. E. WILSON TUTHILL Dated 7/17/1969 To Recorded 7/29/1969 ROBERT CASOLA Liber 6594 Page 1 2. ROBERT CASOLA Dated 7/31/1970 To Recorded 8/12/1970 LAURIE PROPERTIES, INC. Liber 6789 Page 185 3. LAURIE PROPERTIES, INC. Dated 6/16/1972 To Recorded 6/29/1972 RICHARD E. YOUNG AND Liber 7187 MILDRED BIANCO Page 580 4. MILDRED BIANCO Dated 6/19/1972 To Recorded 6/29/1972 RICHARD E. YOUNG Liber 7187 Click here to enter text. Page 586 5. RICHARD E. YOUNG Dated 9/21/1987 To Recorded 12/22/1987 SCOTT KAUFMAN Liber 10500 Page 384 6. SCOTT KAUFMAN Dated 9/1/2000 To Recorded 9/12/2000 SCHEMBRI HOMES, INC. Liber 12070 Click here to enter text. Page 032 7. SCHEMBRI HOMES, INC. Dated 8/3/2001 To Recorded 8/13/2001 JOHN A. LEDEN AND MICHELLE Liber 12135 D. LEDEN Page 244 TITLESAVE AGENCY, INC. Pamel, J. Ivies ' Notary P!.ri)Elc, Statc or iqew York Stephen H. Woods -President 7`i J. 1-j,1`'Jt`+1"�7223 41 �.je'—ns'�� ore o befor me this the a Day of April 2019 Commission E.xpims Ido 3�J otary Public 434 NEW YORK AVENUE•HUNTINGTON a NEW YORK•11743 PHONE(631)343-3110•FAX(631)610-2700 Y PREMISES TO EAST—BANK STREET 1000-097.00-03.00-018.010 FORMERLY 018.001 1. MILDRED BIANCO Dated 1/27/1972 To Recorded 2/3/1972 RICHARD E. YOUNG Liber 7100 Page 77 2. RICHARD E. YOUNG Dated 9/21/1987 To Recorded 10/13/1987 FRANCIS GREENBERGER Liber 10443 Page 211 3. FRANCIS GREENBERGER Dated 5/27/1993 To Recorded 5/28/1993 ANTHONY MASSIMO Liber 11630 EILEEN MASSIMO Page 911 4. FRANCIS GREENBURGER Dated 3/19/1994 To Recorded 4/6/1994 THOMAS H. SMITH Liber 11671 BARBARA JEAN SMITH Page 442 5. FRANCIS GREENBURGER. Dated 7/12/1995 To Recorded 8/18/1995 PETER T. IOVENO Liber 11738 YVONNE A. IOVENO Page 066 TITLESAV AGENCY,INC. Stephen H. Woods-President Pamela J. Ivins !!Sworn e re me thi the 5 Da f April 2019 Notary Pini c, t << of h,Iew York N,0. 011V ?372%23 Commission Expre s 1,4000 Notary Public 434 NEW YORK AVENUE 9 HUNTINGTON•NEW YORK•11743 PHONE(631)343-3110•FAX(631)610-2700 f PREMISES TO SOUTH—EUGENES ROAD TITLESAVE GENCY, INC. -_--Stephen H. Woods-President York Swo to befor e thi the TH Day of April 2019 corn O �ir��t� _ - - otary Pu mblic 434 NEW YORK AVENUE•HUNTINGTON NEW YORK 9 11743 PHONE(631)343-3110•FAX(631)610-2700 Jun 26 19 09: 33p Dan Pembroke 6319298662 p. 1 ,0 3) 3j 3 Jarski, John r From: Michelle Leden <mledenrn48@optimum.net> Sent: Sunday,June 14, 2020 5:43 PM To: Jarski,John Cc: Verity, Mike Subject:- Fwd: New Construction Corner of Bank Street and Eugene's Road, Cutchogue Attachments: New House 5 PDF.pdf i Good Afternoon, Approximately 1 year ago when the lot on the corner of Eugene's Road and Banks Street sold for the first time I spoke with a staff member of the Southold building department as well as Jamie Richter. My concern was water diversion to our property if fill was brought in to a lot that was partially in the flood zone. I was told at that time that part of the approval process for obtaining a building permit includes adequate drainage capture to avoid diversion to neighboring property. I have spoken to the builders twice regarding drains and was told a berm would be placed along the back property line and drains were in place all over the yard. While working remotely for the past 3 months, we have observed the installation of two dry wells -to catch roof drainage and a grate running cross the driveway parallel with the road with no obvious connection. I am requesting that someone from the Building Department visit the site to verify the property drainage and improvements to prevent water diversion are consistent with Town standards and what was required for the building permit has been completed. Below I have attached photos during the building process. As you can see in one of the photos the rear portion of the property was once a catch basin for water. This has since been graded with additional fill and you can basically sleigh ride from Eugene's Road to our property line. As you can see from another image there is run off as a result of Thursday's short rain. This water once drained from Eugene's to the vacant lot prior to fill being brought in. Thank you for your time regarding this matter. Best regards, Michelle Leden 2675 Eugene's Road Cutchogue Cell— 631-774-7240 i i 5 C T M NO DISTRICT 7000 SECTION 97 BLOCK 3 FOUNDATION LOCATION 12-17-19\ LOT(S) 19 I REVISED 10-28-19 �I DWELLINGS W/PIIBUC WATER EL 68 ftEWFEEL 75 1 I� HYD EEN"'GE 1 d If CL 78 p(y 95 1 la i EL 55 ��,• EL 45 1 I>; _ _ paG 1 6) G� EL]8 0 1i 1 6 ks,io ti PR G�O�G tttFFF ; I a �e� ned� I FEB — 4 2020 P a DI its z� EL ss EL 3s ) � 1 78 SILT FENCE DWELUNGS AUG' PROPOSED UNR I 1�+ w/PBBUC MATER PROPOSED OF DISILIBBNICE I I x SOIL STOCK PILE z I 150 (.fl EL 83 8'ms3^DEEP" vl N 8 - ZONE AE(EL 6) i FL s 7 I I� i EL 5 HOUFDiOZINE lope T'T2 ICL 90 — /620 120, / / (� TYPICAL CONC ORYWELLPRECAST CROSS COMPONENTS) ON 82 I FIYO (GONG PRECAST COMPONENTS) 134 FOUNDW lo7N 2p19n/ 1 ZONE X /DTFTN/�1 1 20 2 / e (100) EL 99 I ..o MA'0UI ♦�*nl, I CL 10 6 nnsmv i/e��Brt ro wr>f mvlwmoxmV'�n 220 PNP w 1 W (10 O) PROPOSED =1 NOCK - o E%P C I /CL it 1 ED0❑o GRAVEL I(I00) LP &` �7, ❑O❑ORNEWAY 5T AMI I pp 31 LP t `Q el PROPOSED LP STK W V "' 4 9EDR061 LP 10 01 gPRC 5151u CL 11 I N®PROPOSED DAW I (5)36�LP Sr E 5mi 0 T ``Z1 ��\ 1 fEH aj8 Y EL&5 vc� 1 1� 3' _ - e 0laN r5 DEEP `'�s 2 4538 ENt. Q'�E'� couAR 8 ORY� A b O,P1 l` HICK FILL MATERW.TD RE f WELL (� 1$ PPS E0.�.`C CL 10 7 cl&w sum D rRAVEL \ 00 GE OT EO .• r��jll- BUT SUFFICIENT TO KEEP EL 97 SEDIMENT ON SITE REBAR W / Y HAY BAIL AND/OR / 'j'ZOe SILT FENCING 9. DW U.INOS W/R 150' Ifi1C WATER E yRSP0s STAGINGE0 ARRA I 102 rt AND CONSIRUCIION LL \tC \An ENRUNCE 0y y ®p1 JP ¢ — —//r Gr ELEV 85 TYPICAL CLEAN OUT D "`�4 OL ORL 08- SLATE OR�� STOPPER END CONSTRUCTION ENTRANCE-FOUNDARON OF COMPACTED SUITABLE COVER \ OR PLUG 3/4'STONE BLEND OR N Y STA BE D 0 r APPROVED R C A SM gBROMggFyD 1 B, FILL TO I8•(Mm)ABOVE ExISVNG GRADE FOR DRAINAGELTY BROWN ffiICAL s Lr MEDIUM 30'ELBOW To49' 60 WYE SP COARSE rmrturnc III09c SAND rood m uml� EL 1.0 WATER FEL(u D) FLOW— no,D�Rn, CI LOCKING �,R�+>m� PALETo COVER TO GRADE MEDIUM FL(70 0) EL(700)FINISH GRADE Dl�y—D COARSE 70' Z SAND 1'MIN-2�MAx ?iW/GRAS' 1/4"-FL EL(ae 0•MI 1/8"--FT tO (867) 6 COVER 6•COVER NEW.�'e ' JAN 18.2019 6 iv INVERT-/ ER(783)T # 6•SLAB r I K WOrpTUK L5 INVERT INVERT —L FOUNDATION FLOW 8 8'0 3'COLLAR DRAINAGE CALCULATIONS WALL BAFFLE MI POOL CLEAN COARSE CE"R(40) TANK '3 SAN0& E(3 3'MINGRAVEL A) PROPOSED DWELLING W/COVERED PORCH=1,498 SOFT 1,498 x 0.166= 249cf REQUIRED USE DIA APPROVED SEWER PIPE tL (2) 8'DIA x 3' DEEP DRYWELL=265cf PROVIDED 4" 1250 GAL PRECAST S T (467) B) DRIVEWAY=1,270 SQ FT 1,270x 0166= 211 c ZONED R-80 3'MIN (1) 8'DIA x 5' DEEP DRYWELL= 220cf PROVIDED NON—CONFORMING LOT HIGHEST EXPECTED GROUNDWATER EL 10 FRONT YARD. 35'MIN REAR YARD 35'MIN THE WATER SUPPLY, WELLS, ORYWELLS AND CESSPOOL LOC REAR DECK 02-03-20 LOCA 77ONS SHOWN ARE FROM FIELD OBSERVATIONS SIDE YARD 10-MIN, 25' TOTAL AND OR DATA OBTAINED FROM OTHERS AREA 13,989 34 SQ FT or 0 32 ACRES FEMA MAP#36103CO 1 64H ELEVATION DATUM NAVD88 _ UNAUTHORIZED ALTERAT70N OR ADDITION TD THIS SURVEY IS A WOLA77ON OF SECT70N 7209 OF THE NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY 1S PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TUT70N LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION, GUARANTEES ARE NOT TRANSFERABLE THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 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, AOD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVID£Nr ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF DESCRIBED PROPERTY CERTIFIED TO AJD CONSULTANT LLC, MAP OF RESOLUTION TITLE, _ FILED STEWART TITLE INSURANCE COMPANY, SITUATED AT CUTCHOGUE TOWN OF SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P 0 Box 153 Aquebogue, New York 11931 FILE #18-150 SCALE 1"=30' DATE DEC 22, 2018 PHONE (831)298-1588 FAX (631) 29R-1588 N YS LISC NO 050882 1 mmntaIrr ng the records of Robert J Hennessy&Kenneth H Woyehuk a S.C.T.M. NO. DISTRICT. 1000 SECTION: 97 BLOCK: 3 \ LOT(S): 19 I REVISED 06-14-19 REVISED PORCH 06-18-19 \I i DWELLINGS W/PUBIj, 5 !50 WATER EL 6.8 EBAG DRAINAGE INSPECTIONS ARE REQUIRE® 01 !►a CL 7.6 Contact TOS Engineering at 765-1560 before HFpcE \ Engineer's Backfill, OR Provide En ' EL 4.5 , ! g s Certification EL 5.5 to � \ i Mat the drainage has been installed to Code. 6 0� In EL 7.8 0 !Z 05,30" e� G_p��0 i EROSION &SEDIMENT CONTROLS Shall include but not be limited to: Re� DI 7!6 1 7.8 A well maintained Construction Entram, EL 5.5EL 3.5 j Wire Backed Silt Fencing, stabllizatl®n SILT FENCE y DWELLINGS gepding of exposed and/or inactive 50 , ALONG PROPOSED LIMIT I 1 �T pROpOSED OF DISTURBANCE 1 tr1 W/PUBLIC WATER SOIL STOCK PILE 150' z . r"1 gi) APPROVAL OF STORMWATER MANAGEMENT .,i C04dTR0 P N - o n Cod ha ter 236 W O V• Ln ' r 8'0x33'DEEP�/ EL 8.3 7)8'0x3'DEEP ZONE AE(EL 6) nrrP� (8) 1 Date: S J9 ' Yl EL 5.7 �yy�l/L' !. y Approv d y: ,ty EL 5.6 EuJ 14.0'WOO c � -,-'ZONE !CL 9.0 FLOOD ZONE WOOD c � BOUiNDARY i j 1�.. .. ". '::':::::: :::::62.0';';;'• "•:• •• • : ! jY TYPICAL DRYWELL CROSS SECTION p�pOSEa:.; •.;:•:. j �• (CONC. PRECAST COMPONENTS) •' 13.4' ;; :' .'.::::::.......:.4-QEDRq M.:• ;...ri. .:2'CAR:. ...:......:•,'2.� FR.. ..... .:.a ZONE X w;;.,GARAGE=i:i::•:::::: i DWF�UNG;:: }; o, 20.2' ! S'see FOR NCN-TRAFRC BEARING 13.0):: :: P S'BUB FOR TRAFFIC WRING 10.5) •.: •. FFL( }+ 1 HEAVY DUTY {.: :::.:. ..:: :::. i s (10.0) EL 9.9 �PPRCVM NH PIPE CAST IRON FRAME AND APPROVED OUMET PIPE : ...: .. :.:.: •••:'•;:40. ': G j i' YDT s•Du cavER m GRAN TO EXPANSIQN M :o: •::•:::::... C1fA yil, CL 10.6 i'' PRcm Way YN 4 DA 22.0 . . � j �• PITCHEDT/B•/T. DWELLINGS 7.6 POROI °' EXP W/PUB50 WATER (10.0) . PROPOSED ZI K ®jTOBE GRAVEL .00.0) z L.P. i'' CL 11.1 w DRNEINAYli ST. 8 y LP. L ' SN 1 / • 8j PROPOSED LP. STK. W.V. Zn• 4 BEDROOM LP. 10.5 4SEPTIC •i' CONCRETE WASH oUf AREA 1 1250 G4si sT •30 CL 11.1 IN BED OF PROPOSED DRNEWAY. ! (5)8'Ox3'DEFP LP. 5 s • EL 8.5 1 o V` J�MI�N,• 88'®x55DEEP � 0�s J), '/ 1-0BACK FlLL MDRYY �g S 6 yf3�i y CL 10.7 CLEAN SAND• G �OF�••�`21P�'(�j 50'MIN. BUT SUFFICIENT TO KEEFF EL 9.7 }'' v SEDIMENT ON SITE AR ' \ HAY BAIL AND/OR ' --s-160421 20'�w �''' SILT FENCING 9 W/WP BUCK WATER 50 � ST GIN�AREA CL 10.2 1 a o� oar �ENTRANCNEUCTION 3 0 `-�CT� ' CTy a �f 0 /�o ' N ELEV. 8.5 '/�4� --- - - TYPICAL CLEAN OUT 0 B Q OL DRLOAM 0.8' W SLATE OR STOPPER END 0 CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED - SUITABLE COVE OR PLUG 3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA. BROWN PLL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. SM SILTY SAND 1.8' BROWN SILT:130' ELBOW TYPICAL MEDIUM 4.9' 0' WYE GEOTE7(RLE FABRIC SP COARSE SAND SUPPORT POSTS EL 1.0 - FLOW� WOOD OR METAL WATER FFL(13.D) FLOW DIRECTION C.I. LOCKING EXCAVATED N PALE MEDIUM BACKFllLEO TRENCHTO 7.0' COVER TO GRADE SW EL(10COARSE EL(10.0) .0) FINISH GRADE EX ST NG GROUND SAND Z 1'MIN-2'MAX E Y, W/GRAVEL 1/4"-FT. EL(8.8 0"MI 1I8"-5, ' TO (8.67) ~` 6 COVER6' COVER JAN. 18, 2019 N 6" SLAB K. WOYCHUK LS INVERTS IN ERT(7 3RT- (7.25) ME jKfT INVERT FOUNDATION FLOW 8'0 3' COLLAR DRAINAGE CALCULATIONS: WALL BAFFLE MI POOL CLEAN COARSE CELLAR(4.0) TANK 2'-7" 3 SAND & EL(3. 3'MIN GRAVEL A) PROPOSED DWELLING W/COVERED PORCH=1,498 SQ.FT. 1,498 x 0.166= 249cf REQUIRED USE 4" DIA. APPROVED SEWER PIPE (2) 8'DIA x 3' DEEP DRYWELL=265cf PROVIDED 1250 GAL. PRECAST S.T. (467) B) DRIVEWAY=1,270 SQ.FT. 1,270 x 0.166= 211cf ZONED R-80 3'MIN (1) 8'DIA x 5' DEEP D�RpYWWELL= 220cf PROVIDED NON-CONFORMING LOT HIGHEST EXPECTED GROUNDWATER EL 1.0 (�'�AI�•( 2E�/�(l1r�i• Io RJ '�p �e �� FRONT YARD: 35'MIN REAR YARD: 35'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS SIDE YARD: 10'MIN, 25' TOTAL AND OR DATA OBTAINED FROM OTHERS AREA: 13,989.34 SQ.FT. or 0.32 ACRES FEMA MAP#36103CO164H ELEVA77ON DATUM: NAVD88--wY-�-Y UNAUTHORIZED ALTFRARON OR ADD177ON TO 7HIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 774E PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON LISTED HEREON, AND TO THE ASSIGNEES OF 7HE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO 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 AND/OR SUBSURFACE S7RUffVRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SUNSET CONSTRUCTION; MAP OF: FILED: SITUATED AT. CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE - SCALE: "_ ' DATE: DEC. 22 2018 � + � PHONE (631)298-1588 FAX (631) 298-1586 8 150 1 30 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth N. Woychuk � '7 S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 3 LOT(S): 19 REVISED 06-14-19 DWELLINGS \ 1 SUMLK C0LWN DE•'PARTMEW OF HEALTHS�l. VICES W/PUBUC WATER EL 6.8 150' E ELHYD 5 IIFMWT FOR A V OF CON U 14 FOR A GRED NE°GE •3g� ; a 'a CL 7.8 S 1gGLE FAAHLY IDCp.OIgLy EL 5.5 EL 4.5 ` DATE �g Gt" \aG EL 7.8 j Yd�v .NC. ���� �®2 6 - opo5p° > j a � ti P� G . 62D�5,3o sE°7�0\a FOR%V3AX OF B�DE`JOA�1S o° RE DI i s 17.6EYA�FtES T f iIZIEE�'�AItS FROM DATE; OF APPROdIA,L EL 5.5 1 EL 3.5 SILT FENCE > ALONG PROPOSED LIMIT i II z DWEWNGS E PROPOSED OF DISTURBANCE 1•e 1 W/PUBLIC WA Rued Plan Approved SOIL STOCK PILE s j 150' Ai Expires 7/ gi y o J 8'0x3LDFEP� EL 8.3 j o u, 7)8'0x3'DEEP ZONE AE(EL 6) nom( (8) /L' ! ' EL 5.7 /L� j EL 5.6 E J 14.0' /ZONE y 1CL 9.0 FLOOD ZONE WOOD. BOUNDARY DECK ... .......... :.. . ..; I ...62.0:; ;;;'"... .. •.... TYPICAL DRYWELL CROSS SECTION :PROPOSED .... jG :::4-BEDROOM:;::::::::'::.: (CONC. PRECAST COMPONENTS) �� 13.4' :'::'.::Z CAR' `::;:::.::• :2 GARAGE-:: :: :•:.:..DWELLING:.:•::.;; .c 20.2' p I e'SLAB PDDR NO-TRAF APoN0�� ZONE X w... 10.5)... :.;.;.:..... x(13.0)......'.i:.'•.. P 1 o...GF(. . : :::::..:.'..... (10.0) EL 9.9 HEM Dun APPRouEn war RIPE rwsr BION FRAME AND APPROVED ounFr RIPE 8 .'.'•40.0':•::•• /O• I MIN.4'DU. CGUER TO GRADE TO EXPANSIOPd RINGS() :::: ::o:: .' G pUf �iy CL 10.6 i'' POCM 1/8711• Mw 4"D,t ..'.... 4X8 0 moo. j P TCM 1/8•/1' DWELLINGS 7.6 OOVB� EXP W/PUBUC WATER •, ; 150 (10.0) PROPOSED ZI PORCH z ! �• CL 11.1 ® � ❑ GRAVEL n'(10.0) L.P. Q 0 El 11 DRIVEWAY �;I S?. L . 5' ( i'' w <I 8MlN L.P. IN 8 j PROPOSED L.P. STK W.V. �,. 4 BEDROOM LP. L 10.5 1 i' \ 1 SEIMC SYSTEM CL 11.1 WASH Wf CONCRETE AREA1250 GAL IT. IN BED OF PROPOSED Dj 1YAY. &! ()8%xJ'DEEP LP.EXP MI '1 3. II �3 O ��•(/� I ' �Y EL 8.5 5l V �•' 3' MIN. 8' 8'0x5^DEEP 1 S 20K5`3� � �� O COLLAR BACK FILL MATERIAL TO BE ' �WELLI 6 pP` ! �� C 10.7 CLEAN SAND AND GRAVEL I G"- Of�.•���+`11P�'( 50'MIN. BUT S ^��T� SEDIMENT ON SITE ,.+``� � E EL 9.7 ,i, e Y II RE BAR I,w �•' HAY BAIL AND/OR / S�6oa2'120 �' SILT FENCING 9.7 DWELLINGS WATER �•. STGINNGG�AREA CL 10.2 150 AND CONSTRUCTION1�t!. __ - �- 0- - �� -- ® `V`®` ©v DR BROWN TYPICAL CLEAN OUT - - - - - - '-LOAM SLATE OR STOPPER ENDa CONSTRUCTION ENTRANCE - FOUNDATION OF COMPACTED - SUITABLE COVE OR PLUG w .3/4"STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA BROWN FILL TO 18" (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. SM SILTY SAND 1.8' BROWN TYPICAL SILT MEDIUM 30' ELBOW SCREEN SECTION TO 4•9' 60' WYE GEGTExRLE FABRIC SP COARSE SAND SUPPORT POSTS EL 1.0 - FLOW-� WOOD OR METAL WATER FFL(13.0) FLOW DIRECnON CAVATED AND C.I. LOCKING BACKFILLED TRENCH PALE , COVER TO GRADE SW TO 7.0 EL(10.0) FINISH GRADE EXISTING GROUND COARSE EL(10.0) z SAND W/GRAVEL 1/4"-FT. EL(B.8) O"MI 1�8"-FT, ' co (8.67) 6 COVER 6' COVER 4 JAN. 18, 2019 6 (7.83) N 6" SLAB - '"'""" K. WOYCHUK LS INVERT--7INVERT(7.33)^ (7,25) INVERT INVERT FOUNDATION FLOW 8,0 3' COLLAR DRAINAGE CALCULATIONS: WALL BAFFLE MI POOL CLEAN CELLAR(4.0) TANK ,COARSE 2'-7" 3 SAND & EL(3. 3'MIN GRAVEL A) PROPOSED DWELLING W/COVERED PORCH=1,498 SQ.FT. 1,498 x 0.166= 249cf REQUIRED USE 4" DIA. APPROVED SEWER PIPE (2) 8'DIA x 3' DEEP DRYWELL=265cf PROVIDED 1250 GAL. PRECAST S.T. (467) B) DRIVEWAY=1,270 SQ.FT. 1,270 x 0.166= 211cf ZONED R-80 3'MIN (1) 8'DIA x 5' DEEP DRYWELL= 220cf PROVIDED NON-CONFORMING LOT HIGHEST EXPECTED GROUNDWATER EL 1.0 FRONT YARD: 35'MIN REAR YARD: 35'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL SIDE YARD: 10'MIN, 25' TOTAL LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS AND OR DATA OBTAINED FROM OTHERS AREA: 13,989.34 SQ.FT. or 0.32 ACRES FEMA MAP#36103CO164H ELEVA77ON DATUM: NAVD88-------v- UNAUTHORIZED AL7ERA77ON OR ADDITION TO THIS SURVEY IS A WOLA71ON OF SEC77ON 7209 OF THE NEW YORK STA 7E EDUCA77ON LAW. COPIES OF 7HIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 77-IE SURVEY IS PREPARED AND ON HIS BEHALF TO 77-1E TI7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777UTION, GUARAN7FES ARE NOT 7RANSFERABLE. 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 7HEY ARE NOT IN7ENDED TO MONUMENT 7HE PROPERTY LINES OR TO GUIDE 77-1E ERECTION OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RU`C7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PROPERTY CERTIFIED TO: SUNSET CONSTRUCTION; MAP OF: FILED: SITUATED AT. CUTCHOGUE TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design J�+ P.O. Box 153 Aquebogue, New York 11931 FILE " ' DATE: DEC. 22, 2018 PHONE (831)298-1588 FAX (631) 298-1588 # 18-150 SCALE:1 =30 N.Y.S. LISC. NO. 050882 maintaining the records of Robert 7. Hennessy & Kenneth M. Waychuk 39 R5 S.C.T.M. NO. DISTRICT. 1000 SECTION: 97 BLOCK: 3 LOT(S): 19 FOUNDATION LOCATION 12-17-19 \ I REVISED 10-28-19 DWELLINGS W/PUSUC WATER EL 6.8 EEIAR ISO, CL 7.8 EL 5.5 EL 4.5 7. EL 7.8 0 n DEC 27 2019 GIL !i-6 17.9 R DI 7* EL 5.5 3.5 > SILT F CE -31. 2- P I ALONG PROPOSED LIMIT DWELLINGS PROPOSED OFDISTURBANCE W/PUpUC WATER SOIL STOCK PILE ISO' 71 - 1 ) /2 ul 0 �n I% EL 8.3 It '000. 8,0x3'DEEPX 0 . : Ci EI'00DEEP ZONE AE(EL 6) (8) 4tt EL 5.7 oQ 7 M (ndQ'I / �0 1. 1 �"' I EL 5.6 BARZONE X IICL 9.0 6k- BOUNDARY 62'- TYPICAL DRYWELL CROSS SECTION HYD. • U DATION L N (CONC. PRECAST COMPONENTS) . 2019 N 0 20.2- i d"SM FOR NON-TRAFFIC BEARING ZONE X o / 10.0) EL 9.9 1! S'SLAB FOR 711911C BENM HE4W D= APPROM LNLff PFr OW IRON FRAME AND APPROVED OUaEr ME AM 4*Dit TO OWE C8/ 40.0 -10. CL 10.6 70 E�4 DIV= 22.0' AICHM 11irp. DWELLINGS 7.6 PO Exp t WIPUSUC WATER (10.0) . PROPOSED 'I CL 11.1 =1 0 E_ ISO' _n.(10.0) L.P. 5' =1 ED 0 0 ORWALY S.. a. AIN L.P. I'DPROPOSED STK- V LIP. V. 4 BEDROOM L.P. 10. Sdmc SEIM C /* CL 17.1 COMMETE WASH\W AREA 1250 GAL S.T. 5 00. 05� IN BED OF PROPOSED DR90y. 5_ (5)II'00DEEP LP. \& 3' MIN. 8. EL 85 COLLAR OAr BACK FILL MATERIAL TO BE DgyL CLEAN SAND AND GRAVEL WELL L CL 10.7 50'MIN. BUT SUFFICIENT TO KEEP EL 9. SEDIMENT ON SITE R HAY BAIL AND/OR '2011 ANV s --�'_760421 ..11* !a --,SILT FENCING 9.� DWELLINGS ! CYSUC WATER IN ED AR CL 10.2 I ENTRANC P e CONSTRUCTION IL C el E -7- 0 ELEV. 8.5 C14 �T_YPICAL CLEAN OUT------ __Lj3ROWN DR-1 O.88___ SLATE OR STOPPER END CONSTRUC71ON ENTRANCE FOUNDATION OF COMPACTED - SUITABL COVER N OR PLUG :314-STONE BLEND OR N.Y. STATE D.O.T. APPROVED R.CA BROWN pUL TO IS' (Min.) ABOVE EXISTING GRADE FOR DRAINAGE. SM SILTY SAND 1.8 BROWN TYPICAL S1 MEDIUM 30* ELBOW SCREEN SECTION TO 4.9' 60' WYE Sp COARSE GEOTMLE FMRIC SUPPORT POSTS EL 1.0 SAND - % WOOD OR METAL WATER FFL(13.0)_ FLOW- FLOW DIREMON PALE C.I. LOCKING EXCAVATEDAND KFILLED TRENCH MEDIUM COVER TO GRADE SW M 7.0' EL(IO.0) FINISH GRADE DaSTING GROUND COARSE EL(I0.0) SAND I'MIN-2MAX W/GRAVEL 1/4"-FT. EL(8. O"MI co (8.67) r 6- COVER 63-"COVER JAN. 18, 2019 61- (7.83) 6' SLAB K. WOYCHUK LS INVERT-1 \L-INVERT (7.25) IN"'�EVT- INVERT FOUNDATIONFLOW 8,0 I' 3' COLLAR DRAINAGE CALCULATIONS: - --, WALL BAFFLE M1 POOL CLEAN COARSE C TANK, 21-7- 3'SAND & EL(3. GRAVEL A) PROPOSED DWELLING WICOVERED PORCH=1,498 SQ.FT. 3'MIN 1,498 x 0.166= 249cf REQUIRED USE 4" DIA. APPROVED SEWER PIPE (2) B'DIA x 3' DEEP DRYWELL=265cf PROVIDED 1250 GAL. PRECAST S.T. -(4.67) 8) DRIVEWAY=1,270 SQ.FT. 1,270 x 0.166= 211cf ZONED R-80 3'MIN (1) 8'DIA x 5' DEEP DRYWELL= 220cf PROVIDED NON-CONFORMING LOT HIGHEST EXPECTED GROUNDWATER EL 1.0 FRONT YARD: 35'MIN REAR YARD: 35'MIN 7HE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA71ONS SIDE YARD: 10*MIN, 25' TOTAL AND OR DATA OBTAINED FROM OTHERS. AREA: 13,989.34 SQ.FT. or 0.32 ACRES FEMA MAP#36103CO164H ELEVATION DATUM: NAVD88 UNAU7HORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC71ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW COPIES OF THIS SURVEY MAP NOT BEARING 7HE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID 7RUE COPY GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO 7HE ASSIGNEES OF 7HE LENDING INS7777J770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT IN7ENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 7HE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STTU&77JRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY OF. DESCRIBED PROPERTY CERTIFIED TO: AJD CONSULTANT LLC; MAP OF: RESOLUTION TITLE; FILED: -STEWART TITLE INSURANCE COMPANY; SITUATED AT. CUTCHOGUE TOWN OF: SOUTHOLD KENNETH-M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE # 18-150 SCALE:1 " PHONE (631)298-1588 FAX (631) 298-1588 =30' DATE: DEC. 22, 2018 N. LISC. NO. 050882 maintaining the records of Robert J. Hennessy & Kenneth M. Woychuk S.C.T.M. NO. DISTRICT: 1000 SECTION: 97 BLOCK: 3 LOT(S): 19 #R10-19-0027 -� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES D APPROVAL OF CONSTRUCTED WORKS FOR SEP 14 2020 A SINGLE FAQ ILY RESIDENCE DeL.SEP 1 1 2020 H.S.Ref.No.�,\o -i q BL71LD i G DEPT. The wmage disposal arra mater supply facilities at this Il tion have ban TOV71 i 7.1 ,aJTLNOLD Inspected andlor caffftd by this Deparbnepi or fter agencies and stound to be sad*dm FOR A MAXDM M Q o BEDROOMS. Craig Knepper, P.E., Chief \� j Office of WaS e t EL 6.8 ROREFN HEpGE •�a` CL 7.8 T EVE EL EL 4.5 5.5 m ;z EL 7.8 o IZ I 1 7.8 • R DI 7�6 EL 5.5 EL 3.5 I I A v•� C �ggI L/1 o w ZONE AE(EL 6) Ln 10 e' EL 8.3 Ox3^DEEP / I �` � ' C I l� g'0x3'DEEP 1 EL 5.7 j DRY� //0,12.9 j y FLOOD ZONE / E X u - .CL 9.0 BOUNDARY / ZON j EL 6.9 12.0' I 8.2 j HYD. 13.4' " .;•..::2*SV ....:.::. ::.N ,�.. ..loe F #2995 ' .. LP.aGAS ZONE X o"'GARAGE FFL. POINT'B" EL 9.9 I ...GF 1p8. :.. :... 20.2' �• '40.0'.... EL 10.0 CL 10.6 i. '::::-X:22.0'.;. .. _.....C0� C.O. EL 9.9 PORCH ° ! p01Nr A P. a� I '� CL 11.1 P ; P. L.P. °O 1 w 1 3 p , 5j. LP. L.P. . �•'W V. ' a z #2 #4 EL 10.5 \ 4 BEDROOMSaw NEW w CL 11.1 (5)8-0.3-DEEP LP. (j�.• - - - -- - - p'I �.•� SANITARY LOCATION POINT"A" POINT"B" / Q S.T. 27' 30' 8'0x5�0EEP W.M. 5'''0„ 2°� ��p1� LP#1 38' 17.5' * `ELL G R s of PP CL 10.7 LP#2 40' 24' LP#3 44' 17' EL 9.7 �• LP#4 47.5' 24.5' / g 6°42'20' LP#5 48.5' 15' 9.7 CL 10.2 0o>- �PI� DRAINAGE CALCULATIONS: A) DWELLING W/COVERED PORCH=1,498 SQ.FT. 1,498 x 0.166= 249cf REQUIRED FINAL SURVEY 07-03-20 (2) 8'DIA x 3' DEEP DRYWELL=265cf PROVIDED LOC. REAR DECK 02-03-20 B) DRIVEWAY=1,270 SQ.FT. FOUNDATION LOCATION 12-17-19 1,270 x 0.166= 211cf (1) 8'DIA x 5' DEEP DRYWELL= 220cf PROVIDED ZONED R-80 NON-CONFORMING LOT FRONT YARD: 35'MIN REAR YARD: 35'MIN THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA77ONS ` SIDE YARD: 10'MIN, 25' TOTAL AND OR DATA OBTAINED FROM OTHERS. AREA: 13,989.34 SQ.FT. or 0.32 ACRES FEMA MAP#36103CO164H ELEVATION DATUM: NAVD88------------------ UNAUTVORIZED ALTERATION OR ADD17ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY /S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS7777J7ION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TUT70N, GUARANTEES ARE NOT TRANSFERABLE. 774E OFFSETS OR DIMENSION S WN HEREON FROM THE PROPERTY LINES TO THE S7RUC7URES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE 774EY ARE NOT INTENDED TO MONUME ] PROPERTY L OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND OTHER IMPROVEMEN7� EASEMENTS AND/OR-SUBSURFACE STRU RECORDED dIVIRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EWDENT ON THE PREM/SES AT THE 77ME OF SURVEY SURVEY OF: DESCRIBED PI&WRTIC CERTIFIED TO: AJD CONSULTANT LLC; MAP OF: �.1 RESOLUTION TITLE; FILED: Fp, ;r STEWART TITLE INSURANCE COMPANY; SITUATED AT: CUTCHOG E U 1 �� TOWN OF: SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11931 FILE # 18-150 SCALE:1 "=30' DATE: DEC. 22, 2018 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 maintaining the records of Robert J. Hennessy k Kenneth M. Woychuk s REScheck Software Version 4® ®5 Co iiac--Certificate Project proposed ranch Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New-Constrwr-taan Conditioned Floor Area: 1,473 ft2 Glazing Area 1119i'o Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Eugenes'Road Dan Pembroke gobert Wgons Southold,, NY wading,fiver, NY 1.1792 Rob,6rt Higgins:Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 _0`•"'� O.P7 •0 •.0: w,- ��-,•y a, - ,•.1'v.T..,��•e -_ ._C:.- _ _y,:M1''�Pi.•- _ Compliance: 8.3%Better Than Code Maximum UA: 241 Your UA: 221 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects bow 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 e a e • � Ceiling 1: Flat Ceiling or Scissor Truss 1,124 30.0 0.0 0.035 39 Skylight 1: Wood Frame:Double Pane with Low-E 9 0.300 3 SHGC: 0.30 Wall 1:Wood Frame, 16" o.c. 1,312 21.0 0.0 0.057 63 Window 1:Vinyl Frame, Double Pane with Low-E 115 0.300 35 SHGC: 0.30 Door 1: Solid 55 0.400 22 Door 2:Glass 32: 0300 10 SHGC: 0.30 Floor 1:Alt-Woodr joist/Truss, Over Unconditioned Space 11426 311.0- 0.0 &'933 47 Floor 2: All-Wood joistfrruss, Over Outside Air 64 30.0 0.0 0.033 2 Compliance Statement: The proposed building design descri a er is consistent with the building plans, specifications, and other calculations submitted with the permit application.The propo u' i has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory r it nts steel-in the REScheck Inspection Checklist. ROBERT HIGGINS ARCHITECT 6/1.42019 Name-Title Signat Date Project Title: proposed ranch Report date: 06/14/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\bul1derstpembroke\Eugenes Rd res chk.rck Pagel of 9 REScheck Software Version 4.6-.5 Inspection, Checklist -Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text inthe "Comments/Assumptions"column is provided by flue user 4,n 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. $ - - Plans'VeAfied EBeld Verified. 1 s tion'Plari Review Complil s; Xommentiffi'sumpti®ns;' / 1/aBue;', - 103.1, ;Construction drawings and "` ',y ='.,1 3 x '.QComplies 'Requirement will be met. 103.2 'documentation demonstrate =''" =':_ = jrn.`- •`.,❑Does Not [PRI]1 energy code compliance for-the building envelope.Thermal ❑Not Observable x�QNot Applicable envelope represented on `, " '°;y Y' _-•_' _ construction documents. '' = a;❑Complies Requirement will be met. 103.1, ,Construction drawings and 103.2, 'documentation demonstrate []Does Not 403.7 `energy code compliance for ❑Not Observable PR3 1 [ ] ;lighting and mechanical systems. :,r __ ,, = ;:[]Not Applicable `.Systems serving multiple dwdling units must demonstrate compliance with the IECCCommercial Provisions. 302:1;:-=-,_�;s Heating and cooling equipment'is; Heating: 4 Heating: ;[]Complies ,Requirement witl'be met. -,403:7 =;;sized per ACCA Manual S based Btu/hr. Btu/hr '❑Does Not �q on loads calculated,per ACCA Cooling: Cooling- ![]Not Observable ,._. Manual']or other methodsmr Btu/hr = n approved by the code official. Btu []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier i) jj,jplecrium Impact(Tier 2) "3 Low Impact(Tier 3} Project Title: proposed ranch Report date: 06/14/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\Eugenes Rd res chk.rck Page 2 of 9 -Section,' Y, 'fits/M _66Mk6ij C e -7, Ri A protective covering is installed to ;ElComplies :Requirement will be met. [Fbh!?-,�--I,.'protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in.below ! :ONot Observable,, ;E]Not Applicable Snow-and ice-melting system controls EComplies Reqpirement will be met. f 7 1 installed. Uboes,Not flNot Observable! :ONot Applicable Additional Comments/Assumptions: 1 High lmpa6t'(Tier 1) Medium Impact(Tier 2) 13,J Low Impact Crier 3) Project Title: proposed ranch Report date: 06/14/19 Data filename: C:\Users\Admin\Docurnents\C0PY D 1104\builders\pembroke\Eugenes Rd,res chk.rck Page 3 of 9 Section .Plans Verifed4 Field�Verifl6d -;� #:' Fr`amiiig:%•_hough=ln inspection Complies_. Goenmot ions 402.1.1, ,Door U-factor. U- U- ❑Complies ;See the Envelope Assemblies 402.3.4 '❑Does Not :table for values. [FR111 a ❑Not Observable ` ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies I See the Envelope Assemblies 402.3.1, :average). bDoes Not ?table rorvalues. 402.3.3, 402.5 1 ;❑Not Observable ; [FR2]1 �❑Not-Applicable: 3033.3 i U-factors of fenestration products s„• '"_- v;c=r;; E} ,; ti ❑Complies ;Requirement gill be met. [FR4]1 ;are determined in accordance y, _ ❑Does Not with the NFRC test procedure or ;taken from the default table. s" s` s _ __;'❑Not Observable $_` = =❑Not Applicable 402.1.11 ;Skylight U-factor. U- U- ;❑Complies See the Envelope Assemblies 402.3.3, r❑Does Not tablefor values. 402.3.6, 402.5 []Not Observable [FR5]1 ;❑Not Applicable 402.4.1._1 ',,Air barrier and thermal barrier f -t•, .❑Complies :Requirement will be met. [FR23]1 !installed per manufacturer'sy ❑Does Not instructions. r.s 1 _ = - =❑Not Observable ; TINot Applicable 402.4.3 ;Fenestration that is not site built l,''"':`_ "''_'_”` '_' _ K z' _,❑Complies 'Requirement will be met. [FR20]1 `isJisted and.labeled as-meeting r' ®Dees Not ;AAMA MDMA/CSA 101/I.S.2/A440 'l ❑Not Observable or has infiltration rates per NFRC ;s" ` 400 that do not exceed code j V_ - ?❑Not Applicable limits. a� - 40245`."';IC-rated recessed lighting fixtures#": ,_Fs .- `- `'❑Complies ;Requirement will be met. [FR1612 ` sealed at housing/interior finish = ❑Does Not V.and labeled to indicate s2.0 cfm k; = leakage at 75 Pa. _ - r: :`F r _ _ ❑Not Observable , = _'❑Nat Applicable 403.3.1 Supply and return ducts in attics = ;❑Complies ;Requirement will be met. [FR1211 insulated>=R-8 where duct is =s❑Does Not ->=3 inches-in diameter and 4l >_ tr e _ I❑Not Observable FR-6 where<3 inches.Supply and t .`; return ducts in other portions of ,° ❑Not Applicable 3 'the building insulated>=R-6 for diameter>=3 inches and R-4.2 ;for<3 inches in diameter. f:_ ' 403.3.5 ;Building cavities are not used as -a-`:= ❑Complies ';Requirement will be met. [FRlS]3 :ducts or plenums. L]Does Not w•a ;t - `.❑Not Observable ❑Not Applicable 403:4 .w_jHVAC piping conveying fluids R- ' R- 1,❑Complies ;Requirement will be met. [FR1,71, , kabove 105°F or chilledsfluids =[]Does Not ' ta ',"below 55°F are insulated to>_R- ❑Not Observable A 3 ❑Not Applicable 403.4.1 'Protection of insulation on HVAC ;[]Complies ;Requirement will be met. [FR2411 piping. f' ;❑Does Not .❑Not Observable t ,?❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) , Low Impact(Tier 3) Project Title: proposed ranch Report date: 06/14/19 Data,filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\Eugenes Rd res chk.rck Page 4 of 9 -Section;_ - _ - " _ - .`` _. - -_ ,• .. ,.. - , _ - - _ _ - . ;,_,- -�-_- ,-,; _ -- - - zPtansfied",," -Fieid!/eoified- Corn'ires?' C®mtnentsLQ+ssurreq�tions., Veri llnstdatiop InspectValue 303-.I-51,`--,-,z,MrAll installed insulation is'labeled .`` r r;l]Compiies Requirement will be met. Y or the installed R-values 'Y• _ =' }`" _- '❑DoesNot `.provided. e: =-` _ f ` t,-_ - . ''•"" ',-,'[]Not Observable-; riF_'_•`❑Not Applicable 402.1.1,y I Floor-insulation R-value. R- R- ,OComplies !See the Envelope Assemblies 402.2.6 i ;.❑ Wood ;❑ Wood ;dboes Not ;table for values. [IN1']1 E❑ Steel ❑ Steel ;❑Not Observable �) Uma Applicable " 303.2, Floor insulation installed per ' ❑Com lies Requirement will be met. 402.2.7 manufacturer's instructions and f_t _' Y ; ,> '[]boes Not [,IN2]1 in substantial contact with the ❑Not Observable ,underside of the subfloor, or floor "" isL�l�otApplicable 'framing cavity insulation is in contact with the top side of sheathing,or continuous - insdlation is installed on the underside of floor framing and = -_ extends from the bottom to the k- =top of all perimeter floor framing '"";;'' ,r:;` `";;.'.°°-5`;f`• 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' of the <<❑ Wood ;.� Wood ;❑boes Not ;tab/e For values. 402.2.6 ;wall insulation on the wall ;'❑ Mass ;❑ Mass �❑Not Observable [IN311 exterior,the exterior insulation Steel ;^❑ Steel TIN&Applicable requirement applies(FR10). ; � 3 303.2 Wall insulation is installed per ;s ` `r:,;{ ., 2flCompiies `Requirement will be met. [IN4]1 manufacturer's instructions. =t`, ❑Does Not ; �❑NotObservable `"❑Not Applicable Additional! Comments/Assumptions: 1 ` 1 High Impact(Tier 1) ;2;: Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed ranch Report date: 06114/19 Data filename: C:\Users\Admin\Documents\COPY D 1104\builders\pembroke\Eugenes Rd res chk.rck Page 6 of 9 r Section= MM'sUerified Field peri ed _ #;- " "Final•Inspection,,Pr®visions Complies? ConiW is/AssuFriptions- i/alue 402.1.1, ;Ceiling insulation R-value. R- 'R- ;❑Complies ,See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood •❑Does Not table for values. 402.2.2, s 402.2.6 Steel Steel ❑Not Observable ; [Fill' T❑Not Applicable ; 303.1.1.1, 'Ceiling insulation installed per = --`=❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. _;, - f;`� - - - - _ �. - `;❑Does Not {f1211 'Rlown,insulation marked every t - ,_.' , ❑ 300 ft2. _- - uNot Observable ❑Not Applicable 402:2 3",z Vented attics with air permeable = _ `s❑Compiies :Requirement wiW,be met. IF122]2' _,+insulation include baffle adjacent ' _ tboes Not $to soffit and eave vents that f extends over insulation. __ :,❑Not Observable ; ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- ;❑Complies Requirement will be met. [F1311 !insulation 2:R-valve of the '13Does 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. [FI1711 ach in Climate Zones 1-2,and i =❑Does Not = <=3 ach in Climate Zones 3-8. ❑Not Observable • � ❑Not Applicable 403.3.4 Duct tightness test result of<=4 ; cfrn[100 cfm/i00 :❑Complies :Requirement will be met. [FI411 cfm/100 ft2 across the system or ; ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air i ;❑Not Observable handier @ 25 Pa.For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies :Requirement wilt be met. [FI27]1 :determine air leakage with ft2 ft2 ![]Does Not either: Rough-in test:Total leakage measured With a r❑Not Observable f 1 pressure differential of 0.1 inch L7Not Applicable 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 i pressure differential of 0.1 inch w.g.across the entire system d including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ? T❑Complies Requirement will be met. [F]24)1 ;by manufacturer at<=2°l0 of ' .;_ ,'-_ _ ___ '❑Does Not f design air flow. :x'=- :_` `r•_ 4 -0„ = _ _ l ❑Not Observable "`i ' , ?` :;❑Not Applicable ' _403''1:1•;.'x,`,Programmable thermostats z ` << u,ti"° .'^ ;❑Complies !Requirement will be met. [F191z {installed for control of primary -h` _ - ❑Does Not ""`)heating and cooling systems and Y a' ❑Not Observable , initially set by manufacturer to code specifications. ❑Not Applicable „403c1.2` `'Heat pump thermostat installed ` _,; r❑Complies Requirement will be met, [FI1012 _ 'on heat pumps. 4; a '❑Does Not ry ❑NOt ObseryabFe . ❑Not Applicable 403:5:1 ',Circulating service hot water 4 y t _ -=_ "Complies '.Requirement will be met. systems have automatic or __ _ aODoes Not accessible manual controls. ,,._A,, _ ;❑Not Observable ❑N•ot Applicable 1 High Impact(Tier 1) 2, Medium Impact(Tier 2) 13,1 Low Impact(Tier 3) Project Title: proposed ranch Report date: 06/14/19 Data filename: C:\Users\Admin.\Docurnents\COPA D 1104\bui[ders\pembroke\Eugenes Rd•res chk.rck Page 7 of 9 -Section - 'Plans Verecl_ Field.Verified_ s_ #,• Fi'iral Onsjiea:tior�P ovisians, �Complles? C'nimenWAssumptions Value -, :Value' _ - ,403,6:1':,;,'AII mechanical ventilation system :❑Complies ;Requirement will be met. [FI25]2 = _fans not part of tested and listed _ - -„ _ -- ,JW ❑Does Not - _ HVAC equipment meet efficacy -i and airflow limits. '`'-9Not Observable ' ❑Not Applicable 403:2 - ;Not water boilers supplying;_heat {,. 'e— through Requirement will,be met. [F1267? ;;through one-or two-pipe heating `{" - ',; _❑" Does Not _ {systems have outdoor setback j` control to lower boiler water :- :;`:❑Not Observable temperature based on outdoor J `'❑dot Applicable _ temperature. _r 403'_5:7:.1ti3'.Heated water circulation,systems __ x` _ `_ ,, 'i; ;❑'Complies Requirement will be meL jF128j?-c- §'have a circulation pump.The ❑Does Not -`system return pipe is a dedicated s- - r.returs�,pipe or a cold water supply -st❑Not Observable ;pipe.Gravity and thermos- e❑Ndt Applica'bl'e syphon circulation systems are not present.Controls for. '- . circulating hot water system pumps start the pump with signal ifor hot water demand within the = occupancy.Controls f "automatically turn off the pump rs; when water is in circulation loop = is at set-point'temperature and no demand for hot water exists. .403:5:1.2.'Electric heat trace systems `_' - _ _ `=;❑Complies (,Requirement will be met. (F129]2 -'-9 comply with IEEE 515.1 or UL `_ `❑Does Not y" 515.Controls automatically ❑Not Observable adjust the energy input to the heat tracing to maintain the/ _ _ '❑Not Appcable I desired water temperature in the piping. -S _ - _ ^_ 403:5:2 t'` ,Water distribution systems that _ s❑Complies Requirement will be met. [FI30j?E _ ;have recirculation pumps that ' " _ `Y, _;,❑Does Not E ,. pump water fr=ori a heatedawater s _ ;_h 5 { 'supply pipe back to the heated = q` _;' ,_ :❑N Observable ; 'water source through a cold = G.. ❑Not Applicable ;water supply pipe.have a r.J demand recirculation water system. Pumps have controls 'that manage operation of the _ s pump and limit the temperature of the water entering the cold =,1 • :'' :- water,,piping to 10VF. - `403:5.4,x; Drain water heat recovery units ;., ° _'"[]Complies Requirement will be met. [FI31j2'-= , tested in accordance with CSA .__ a _ - }- -_ ❑Does Not B55.1.Potable water-sidei pressure loss of drain water heat - Zftt Observable recovery units<3 psi for ❑Not Applicable individual units connected to one ,f or two showers.Potable water- - _ = =:side pressure loss of drain water a'heat recovery units<2 psi for individual units connected to y three or more showers. - 404.1 ,75%of lamps ln;permanent }_ _ °h _ _ _ QC�axpplies ;Requia-ement.will be met- [F1611 ;fixtures or 75%of permanent _ ;❑Does Not fixtures have high efficacy lamps. _ ;❑Not Observable ;Does,not apply to low-voltage = - = _ App .lighting. "_ +❑Not iFcabfe 404.1'.1--:J Fuel gas lighting systems have ❑Complies ;Requirement will be met. [F]23]3ran conti►rtaous,palotdiyjht. - - ❑D*es(lot ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: proposed ranch Report date: 06/14/19 Data filename: C:\tlsers\Admin\Documents\COPY D-1104\builders\pemLbroke\Eugenes Rd,res chk.rck Page 8 of 9 . ` Viieff 1,6d Compliance certificate posted. "Requirement will be met. Not bsery 0 able 'EINot Applicable "Requirement will be.met. 303.3:, Manufacturer manuals for ikigP', mechanical and water beating �w, PDoes Not systems have been provided. TINot Observable ""Elkot Applicable Additi»naUCommmmento/Assummptioms: ' 11 11-ligh Impact(Tierl) Medium Impact(Tier 2) 1_3�ILow Impact(Tier 3) ' ~ � ' . . ' / Project Title:-proposed ranch Report date: 06/14/19 Data filename: C:\Users\Adnnin\0ocumnants\CQPyDIlO4\bu enesR8reschk.nck Page gof 9 2015 MCC Energy CarNficate Above-Grade Waif 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling I Roof 30.00 Ductwork(unconditioned spaces): Window 0.30 0.30. Door 0.40 0.30 Skylight 0.30. 0.30, 6=,a4, Heating System• Cooling System• Water Heater: Name: Date• Comments i D®N®T PROCEE®-WITH r6acL FRAMING UNTIL SURVEY ®FFDUNDATION t`QCATId ;4 HAS SEEN PLUMBER CERTIFICATION ON LEAD CONTENT,.PEFORE APP OVED AS NOTED CERTIFICATE,OF OCCUPANC DATE:-119jjqg,p; 3 o2S SOLDER USED IN WATER - j 17777- FEE: BY: SUIPPLYSYSTEA4 CANNOT NOTIFY BUILDING DEPARTMENT'AT EXCEE'92/10 OF 1% LEAD. 765-1802 SAM TO 4 P FOR THE PLUMBING FOLLOWING INSPECTIONS: AL,-PLUMBING WASTE 1. FOUNDATION - TWO REQUIRED JWA'i R.�.INES NEED ETE FOR POURED CONCR 2: ROUGH - FRAMING l PLUMBING '; _ � QOVEFtING 3. INSULATION 4. FINAL - CONSTRUCTION MUST ELECTRICAL BE COMPLETE FOR C.O. INSPECTION REQUIRED CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. TRUSS PLACARDING REQUIRED COMPLY WITH ALL CODES OF Fire separation NEW YORK STATE & TOWN CODES AS REQUIRED AND CONDITIONS OF required as per -S6UP49Lai0WN ZBA NYS Code SOU ROID70GGI 11*0"ARD 6tHG*I SEES Blower door . and ductw®r testing required. OCCUPANCY OR USE IS UNLAWFUL � Must provide Manuals WITHOUT CERTIFICATE �,J and S as per NYS Energy Code OF OCCUPANCY All exterior lighting DRAINAGE INSPECTIONS ARE REQUIRED Installed,replaced or Contact TOS Engineering at 765-1560 before repaired shall conform Backfill,OR Provide Engineer's Certification to Chapter 172 that the drainage has been Installed to Code. of the Town Code GENERAL CONSTRUCTION NOTES TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE 1. All construction shall conform to the 2015 International Residential Code15. 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 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2017 supplement to the New York State Energy conservation MINIMUM LOAD LOAD NUMBER AND TYP SPACING AND construction code (revised August 2016); 16. Double joists under parallel partitions and under whirlpool tubs. inches Uninhabitable attics without storage 10 DESCRIPTION OF FASTENER LOCATION Additional Code Compliance: Double around openings in floor and roof framing. Bathtubwith or without shower head Uninhabitable attics with limited storage 20 to 2015 International Building Code; Plumbing code; Fire code; Mechanical code; Bathtub (with ROOF FRAMING 9 9 g Y 17. Metal flashing shall be installed were concrete abuts wood, and/or whirlpool attachments 1-112 Fuel as code; Existing building code; Property maintenance Code. Habitable attics&attics served with fixed stair 3o to g 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 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL 9 Balconies(exterior)and decks 40 10 drawings WHETHER they are indicated on the Plans or NOT. Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-112")OR 18. Install joist hangers at all flush structural load bearing conditions. Dishwasher on separate trap) - Fire escapes 40 20 3-8d COMMON EACH JOIST,TOE NAIL Additions,Alterations & Renovations: shall conform with Appendix J of the IRCCEILING JOISTS NOT ATTACHED TO PARALLEL Floor drain Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(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 ventilated. Refer to IRC Residential Code section R303 Laundry tub one or more compartments passenger vehicle garages 5o OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 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 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 through Sleeping rooms 30 10 4-1Od BOX 1 TOE NAILS ON OPPOSITE SIDE I showerheads and bodysprays) OF EACH RAFTER OR TRUSS 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 21. Vent dryers to exterior as per IRC Section M1502 Stairs 40 20 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 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL. 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 20 20 3-16d BOX OR electrical or plumbing sub-contractors. More than 5.7 gpm up to 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 the IRC Section 314 and NFPA 72 . Shall be provided in each sleeping Room, More than 258 m u to 556 m 4 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING . 5. All New Footings shall bear 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 16d COMMON of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall and on each storyof the dwelling, including basement and cellars and not less than 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 3.5'x 0.162" 24"O.C.FACE NAIL 9 9 Rafters having slopes greater than 3112 with be the responsibility of the general contractor to verify the depth of all existing footings 3 feet from the bathroom 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 CORNERS 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 10 BUILT-UP HEADER "16d COMMON 16"O.C. FACE NAIL ALONG EDGES 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 38d x X.162 W of less than 1,500 psf are like) to be resent at the site, the allowable bearing capacity shall L/360 11 CONTINUOUS HEADER TO STUD 5-84 BOX(2-112"X0.113") TOE NAIL P Y P 9 P tY brought up to code, hard-wired and interconnected. DWELLING-GARAGE SEPARATION OR 4-sd COMMON Q All other structural memebers 12 TOP PLATE TO TOP PLATE be determined by a soils investigation. L/240 16d BOX � SEPARATION MATERIAL (3-1/2"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 2017 Uniform Code Supplement. NOT LESS THAN 112"-INCH GYPSUM OR DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-i6d COMMON OR FACE NAIL ON EACH SIDE OF END O an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Shall be Installed outside of each separate sleeping area in the immediate FROM THE RESIDENCE AND ATTICS EQUIVALENT TO THE GARAGE SIDE Exterior walls-wind loads/brittle finishes L/240 SIESMIC BRACED WALL LINE SPACING<25' 12-16d BOX P P g 13 JOIST)MIN 24' LAP SPLICE LENGTH) r� garage slabs and steps shall be 3500 psi. All work shall be in accordance with the 2015 vicinity of the bedrooms. combination carbon monoxide and smoke alarms NOT LESS THAN 518"-INCH TYPE X GYPSUM Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END W I� International buildingcode and NYS amendments. FROM HABITABLE ROOMS ABOVE THE GARAGE 12-16d(3-112"x 0.135") r shall be permitted in lieu of carbon monoxide alarms. BOARD SIESMIC BRACED WALL LINE SPACING>25 JOIST)MIN 24"LAP SPLICE LENGTH) uJ All Concrete shall conform to the latest ACI standards. L=span length,H=span height M STRUCTURE(S)SUPPORTING FLOORICEILING ASSEMBLIES 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-112")OR 16"O.C. FACE NAIL L.l.� O W O All CO alarms shall be connected to the lighting circuit with no intervening wall USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD Reinforcement: Steel reinforcement shall comply with the requirements OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL P Y q switch with battery back-up. Battery-powered alarms are not allowed. IRC TABLE R802.5.1(9) (� of ASTM A 615,A 706 or A 996. GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 112'INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.FACE NAIL rn r�1 Minimum yield strength of reinforcing steel shall be:40,0000 psi rade 40 , APPLIED TO THE INTERIOR SIDE OF OR BLOCKING AT BRACED WALL PANELS W U) v Y 9 g P (9 ) 24. WALL BRACING: Buildings shall be braced in accordance with IRC DWELLING UNIT ON THE SAME LOT ( ) 2-1sd COMMON 2 EACH is"O.C.FACE NAIL LL 83 required reinforcement shall be in accordance with IRC Table R404.1.2 , R404.1.2 q ( ) ( ) section R602.10.4.2 Continuous sheathing method. EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF O 7 O O End conditions for braced wall lines for the continuous sheathingshall conform 3-16d BOX L SLOPE SPACING TOP OR BOTTOM PLATE TO STUD END NAIL Location of Reinforcement: The center of vertical reinforcement in basement walls shall be 2-16d COMMON Z to Figure R602.10.7. Braced wall ane/ connections OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN g P SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. � W U 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 3-16d BOX FACE NAIL O V /- Vertical reinforcement in basement walls determined from table R404.1.2(8)shall be located RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 2-i6d COMMON nN� v f to provide a maximum cover of 1-1/4 inches from the inside face. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 3-8d BOX LJ. O P NUMBER OF 16D COMMON NAILS 1$ 1' BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL provided to transmit the applicable uplift forces in section R80211.1 from the a- UJ C) �.- Concrete basement foundations shall have horizontal reinforcement as follows: roof assembly to the foundation. 3:12 16"O.C. 5 8 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 R301.2.1.2 IRC Windborne Debris protection 4:12 16"O.C. 4 6 8 10 y wall and One#4 bar near mid-height of wall. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels " E Height: One#4 bar within 12 inches of the P g 5:12 1s o.C• 3 5 s s o o I Greater than 8 foot Wall Hei to y 9 P of as per Table R905.2.4.1 of the IRC Residential Code. m t E wall and One#4 bar near the third points in the wall story. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7:12 16"O.C. 3 4 5 s FLOOR FRAMING Y E 21 y o w copper roofing nails, minimum 12 gage shank with a minimum- Type Less than or less than or less than or a� �,o v a 8 c o 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 equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 1s"O.C. 3 4 4 5 1_12 z o g y Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 6 and comply with ASTM F 1667, Minimum number of fasteners as per manufacturer " 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL 2 a 8 N c �w �-r `o P Y P 12:12 16 O.C. 3 3 4 4 3-8d COMMON Min. Fb for dimensional lumber= 850 psi. but not less than 4 per strip. No 8 Wood screw .o o o a.a 012 a o Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. P P based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a t o,5 m�, a Y P on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6"O.C.TOE NAIL m m 2 c o m o Including but no tlimited to: Deck Framing, Posts, Headers, Girders &Ledgers. 27. Flame Spread Index: R302.9 2 inch embedment d r i o 3 L � 3 3 len ht BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS = o o 6 c s w m A£ wall and ceiling finishes shall have a flame spread index:5 200 g LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST 2-1 Od BOX m u 0�, c y y CM 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Insulation material,vapor retarders within roof, floor,wall, ceilingassemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON EACH END �, �, a, ._ m-- t r = zcyw` of a.) All Fasteners shall be Hot Dipped Galvanized-ASTM A 153 class D &attics shall have a flame spread index s 25 No 10 Wood screw L a y.O o t 3 or stainless steel. based anchor with 16 inches 12 inches 9 inches H C/ H r 4-16d BOX = C o 0 o 0 W i; HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE TOE NAIL o = -z, c a� m 3-16d COMMON c a ro :t d cCL b.) Use Copper flashing Only against ACQ Lumber Sill Plates Smoke-developed Index: R302.10 2 inch embedment on center on center on center �,H `r y CC 4 u� c 4) (b 0 c.) All Structural connectors i.e. simpson strong-Tie or USP, etc wall and ceiling finishes hava a smoke-developed index s 450 lenght 1 / 3 1.5 25 2- PLANKS(PLANK&BEAM FLOOR&ROOF) 3-16d COMMON AT EACH BEARING,FACE NAIL m c n i=m m v c 8 w E2 shall be Hot-Di 4-1 Od BOX o ="a = c °' 2 m -Dipped Galvanized or Stainless Steel. Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 1 /4 1.33 N W r- 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 26 BAND OR RIM JOIST TO JOIST 4-1Od BOX installed in accordance with the manufacturers latest installation details, 3-i6d COMMON PER JOIST Framing connectors,Allowable Hole diagrams,specifications, etc. 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended a.This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. 1 16 1.20 _, Z "Micro-Lam" Design Stress: E = 1.9, Fb= 2,600 psi, Fv= 285 psi b the NYS Buildin Standards and code 2017 UNIFORM CODE SUPPLEMENT 27 BUILT UP GIRDERS AND BEAMS 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM Q Y 9 STAGGERED ON OPPOSITE SIDES "Parallam PSL" Design Stress: E = 2.0, Fb=2,900 psi, Fv=290 psi dated March 2016. b. Fasteners shall be installed at apposing ends of tt.a wood structural panel. UJ a "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX U) 1-- C IRC TABLE 802.11 3-16d COMMON EACH JOIST OR RAFTER,FACE NAIL W W C G 29. SOLAR READY DWELLINGS: Shall conform to IRC 2015 R324,Appendix U, RAFTER UPLIFT CONNECTION FROM WIND 10. R310.1 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 Z _J O each sleeping rooms in basement, habitable attics, and every sleeping room NYS 2017 uniform code supplement. Provide, but not limited to: Solar read not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING TO JOIST 2-iOd BOX EACH END, TOENAIL PP Y ItT RAFTER ROOF EXPOSURE C Q J Z Q shall have at least ONE operable emergency escape opening as follows: 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. SPACING SPAN W GI; 0 �- m V1 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 SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = if V W A. Minimum net clear opening of 5.7 square feet. d. Where screws are attached to masonry or masonry/stucco, they shall be attached 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING W 0 - TiABLE R602.3 (1) -�-' Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of using vibration-resistant anchors having a minimum ultimate withdrawal capacity of ROOF PITCH ROOF PITCH Z opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. <5:12 i 5:12 <5:12 2:512 DESCRIPTION OF SPACING OF FASTENERS W - a NUMBER AND TYP J B. Minimum net clear opening height shall be 24 inches. BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING � O- U) C. Minimum net clear opening width shall be 20 214 201 263 247 PANEL EDGES P g The main electrical panel shall have reserved space for a dual pole circuit breaker Exterior glazing in buildings located in Wood-Borne debris regions shall 1s^o.c. t2 SUPPORTS (GABLE END WALL FRAMING � D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". be protected from wind borne debris. 16"O.C, 18 277 259 342 322 +, +, 6d COMMON(SUBFLOOR,WALL) from the inside of the room without use of keys or tools. Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 31811- 1/2 8d COMMON(ROOF) 6" SEE NOTE A 6" WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section R507 16"O.C. 24 340 318 422 396 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 Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Garage door glazed opening protection for wind borne debris shall meet 1s"o.C. 28 348 358 476 446 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" EXCEPTION: Grade floor or BELOW grade floor openings shall have It shall be the responsibility of the General contractor or his subcontractors to submit (1). within 1 mile Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. in detail the design, calculations, drawings, written statements of the mechanical, (1). within 1 mile s the coastal high water line were the ultimate design is"o.c. 3z 427 ass 526 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or 5 7 7 wind speed is 130 miles per hour or greater. " p air conditioning, ventilation.heating systems (new, existing or upgraded) 16 O.C. 36 469 438 538 547 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. 16"O.C. 42 33 5/8" GYPSUM SHEATHING 1-15/8"SCREWS TYPE W or S 7" 7" N continuous run of treads or flight with FOUR OR MORE RISERS. 535 499 664 622 A. EXCEPTION: Z Handrail Height measured above stair tread nosing, shall not be less than 16"O.C. 48 599 559 745 697 EXTERIOR WALL WOOD STRUCTURAL PANELS �- Q 34 inches and not more than 38inches. All Handrails shall be continuous �+- 6" DIAMETER -►I Wood Structural panels with a minimum of thickness of 7/16 inch - the full length of the stair from a point directly above the top riser of a flight I and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE R602.3 (3) N W protection. Panels shall be precut&predrilled to cover the glazed openings to a point directly above the lowest riser of the flight. Handrails adjacent to U) 6i a wall shall have a space of not be less than 1-1/2 inches between the wall - with attachment hardware provided in the table below. > ONSTRUCTION TYPE Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD WOOD WALL NAIL SPACING Q iJJ Q and the handrail. see IRC code for exceptions. Refer to P dry TABLE 507.2 STUD V P "I", "II', "III", "IV, OR"V" Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL U) IRC Code for grip size specifications. = DECK LEDGER TO BAND JOIST CONNECTION THICKNESS SPACING EDGES FIELD as follows: PANEL SPAN RATING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" % REFLECTIVE RED JOIST SPAN 8d COMMON NAIL above the floor or grade below shall have a railing not less than 36 inches PANTONE#187 CONNECTION 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" in height. Railings shall have Top rails and Balusters and Bottom rails that are DETAIL <6' 6'1"To 8' '1"To 10' 0'1"TO 12' (2.5"X 0131") NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed 1/2"DIA.LAG SCREW30^ 23" 1s^ 5" INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 rrH by the riser, tread and bottom rail of the guard rail at the open side of a stairway t`. &112"MAX.SHEATHING V are permitted to be of such a size that a 6 inch sphere cannot pass through. REFLECTIVE r I„� WHITE FIELD " GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS V Open sides of stairs with a total rise of more than 30 inches above the floor or 1/2 DIA.THRU BOLT 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS H grade below shall have guards not less than 34 inches in height measured &112"MAX.SHEATHING THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING MSI vertically from the nosing of the treads. .�' TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 MSI NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 12'1"TO 14' 141"TO 16' 61"TO 18' 1/211 CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window DESIGNATION FOR STRUCTURAL opening is located LESS than 24 inches above the finished floor and GREATER COMPONENTS THAT ARE OF 1/21+ Applicant shall provide engineered wood placard 1/2"DIA.LAG SCREW WALL EITHER DIRECTION is"O.C. $" 16" P g TRUSS TYPE CONSTRUCTION on or adjacent to electrical meter box for field inspection. & 1/2"MAX.SHEATHING 13' 11" 10" „ CEILING EITHER DIRECTION 16"O.C. 7" 12" C� than 72 inches above the finished grade or other surface below on the exterior STROKE of the building,the window must be provided with a window opening control device "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, 1/2 structural plywood 5/8 WALL 6d COOLER NAILS t� �� 1/2"DIA.THRU BOLT EITHER DIRECTION 16'O.C. 7" 12" p-+ •-� GIRDERS AND BEAMS Pre-Engineered Wood Construction And/or Timber Construction Panel Attached to " 24" 21' 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR that compiles with IRC R312.2.2.Window Opening Control Devices. for new dwelling and/or any addition,alteration + &112 MAX.SHEATHING GARAGE CEILING "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Frame in accordance " PERPENDICULAR 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. h 9 Y 9 5/8 SCREWS SHALL COMPLY WITH V 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in shall be affixed on or adjacent to an electric box attached to the exterior BENEATH g with Table R301.2.1.2 HABITABLE ROOMS y IRC SECTION R702.3.5.1 p "FR" FLOORAND ROOF FRAMING of the structure for field Inspection LEDGERS SHALL BE FLASHED Q edl accordance with IRC R302.11 thru R302'.11.2 and Draftstopping shall be International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHINIG TO GABLE •> M V installed per IRC R 302.12 thru R302.12,.1 UNDER SECTION 602 OF THE BCNYS code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. W r; "a Mo Fireblocking materials R302.11.1 shall be as follows: A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS w n�� �O "E 1. Two-inch nominal lumber SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER To 2. 1/2"gypsum board TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance OF FOUNDATION MATERIALS WINDOW UNIT o � CC ix with the 10 foot horizontal fireblocking in walls constructed using parallel DESIGN CRITERIA CLASS OF MATERIAL LOAD-BEARING PRESSURE O rows of studs or staggered studs. Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIAa 4. cellulose insulation installed and tested in accordance with ASTM E 119 or Sedimentary and foliated rock 4,000 psf Wind speed: 5140 UL 263,for the specific applications Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 2 Sand,silty sand,clayey sand,silty gravel and clayey gravel WIND DESIGN SUBJECT TO DAMAGE FROM (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND' ; Draftsto in material R302.12 shall be as follows: y y ROOF Itch: per Ian PLYWOOD STORM PANEL SNOW SPEED TOPOGRAPHIC SPECIAL BORNE WIND SIESMIC FROST WINTER ICE SHIELD AIR MEAN ; PPP 9 Clay,sand day,silty clay,clayey silt,silt and sandy silt In combustible construction where there is usable space both above and (CL,ML,MH and CH) 1,500 psf p p p LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL a below the concealed space of a floor-ceiling assembly, draftstops shall be Bldg Length per plan SHUTTER DETAIL REGION CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP i;j." Shc ZONE DEPTH .; a.When soil tests are required by Section R401.4 Bldg Width Per Ian t installed so that the area of the concealed space does not exceed the allowable bearing capacities of the soil shall be part of the recommendations. g p Refer to General Notes for Panel 20 LBS 5140 NO NO NOM SEVERE 1+ MODERATE 1,000 square feet. Draftstopping shall the concealed space into approximately bldg aspect ratio: 3:1 B B 3-0 TO HEAVY 11 YES No 1500 or less 52.2 ,�,e org fastener requirements. � � 0. 1Q equal areas.. Draftstopping shall be provided in the following locations: b.Where In-place soils with an allowable bearing capacity of less than 1,500 psf Nailing Sched: IRC M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER NES 1. Ceiling is suspended under floor framing. are likely to be present at the site, the allowable bearing capacity shall be `GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) 2. Floor framing is constructed of truss-type open-web or perforated members. determined by a soils investigation. Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Z Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED3 o m a fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header / 6-16d silnker nails • • • • • • •• • METHOD CS-GB: TABLE R602.3(1)8 CONTINUOUS RIM ADDITIONAL FRAMING " . . shall occur at top of wall . . . _ _ _ _•• OR END JOIST CONTINUOUS ALONG LENGTH OR END JOIST MEMBER DIRECTLY ABOVE @ 16 OC ALONG . . fasten to late to header with R602.10.3(3)GYP.BD FASTENING. OF BRACED WALL PANEL ' ' ' ' Ip p ,I I'1 I•I 4"OC AT THE PANEL EDGES,INCLUDING BRACED WALL PANEL BRACED WALL PANEL Header shall be Top plate continuity Is two rows of 16d sinker nails @ 3"o.c. 1" TOP AND BOTTOM PLATES AND ALL fastened to the required per R602.3.2 •I I•I I•I I' HORIZONTAL JOIINTS BLOCKED. BOTH SIDES kin stud with " ( ) 2-16d NAILS EACH SIDE g Braced wall line Minimum 40001b header-to-jack-stud 'I 1 1 I I 1• SCREWS 1 5/8 TYPE W OR S 6-16d sinker nails ( ) h continuously sheated .I ISI I'I s y with 112"wood �, X Fasten sheathing to header with 8d common nails in 3 In.grid strap on both side of opening m structural panels •I I.1 METHOD CS-WSP: = L pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing AS PER TABLE R602.3(3) 8d @ 6"O.C.ALONG " TOE NAIL 3-8d NAILS — o, 8d @ 6 O.C.ALONG EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL 8d @ 6"O.C.ALONG " AT EACH BLOKING MEMEBER Minimum 40001b header-to-jack-stud strap BRACED WALL PANEL 8d @ 6 O.C.ALONG c on both side of opening opposite side of .I WITH 8d COMMON NAILS BRACED WALL PANEL p 9 pp Panel splice edges shall occur over BRACED WALL PANEL m sheathing .I (0.131 X 2.5"LONG) 8 z g and be nailed to common blocking AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL °1 Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- I• BRACED WALL PANEL X m g IN FIELD RACED WALL PANEL BRACED WALL PANEL W t 1/2"thick wood strucral panel sheathingleg height. One row of 3"o.c.nailing I• RACED WALL PANEL x Is required in each panel I•— I I BRACED WALL PANEL INTERIOR FINISH: with 8d common nails @ 3"o.c.in all framing q p edge, _ 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG i (studs,blocking,and sills)typical if needed I I 3-16d @ 16"OC ALONG 0 1 1 WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 316d 16"OC EACH I BRACED WALL PANEL 3-16d @ i6"OC ALONG @ 2'to 18' finished width • I•I WITH IRC TABLE OR X5 OR BRACED WALL PANEL BRACED WALL PANEL i Min.length 16" ( ) 2x6 King&Jack stud 1/2"min.thickness wood structural W I 1 BLOCKING MEMEBER p ---Min Double 2x4 or panel sheathing TABLE R602.3(1)FOR EXTERIOR WALL :I • •_ I:a •� : J. SHEATHING CONTINUOUS RIM OR ! per Table R602.10.5 Min double 2 x post J •I IF — 4• END JOIST CONTINUOUS RIM OR jack studs per No.of Q I• ALL HORIZONTAL PANEL JOINTS END JOIST ! Min.(2)2x4 typ. Table R602.7 1& ) ?j •I 1 I I1 SHALL OCCUR OVER AND BE ! ( 'I I'I I•l NAILED TO COMMON FRAMING in.(2)1/2"Diameter anchors •I ISI 1• 2-16d NAILS EACH SIDE Installed per section R403.1.6 z I I OR BLOCKING WITH WITH PANEL P I� EDGE-NAILING IN ACCORDANCEL � I F with 2'x 2"x 3116"plate washer W INTERIOR I• WITH THE IRC SECTION R602.10.10 FULL HEIGHT BLOCKING I I•I 1•I ADDITIONAL FRAMING •1 SPACING 1 1 1 1 I. CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING OF BRACED WALL PANEL BRACED WALL PANEL @ 16"O.C.ALONG Z 2 x 4 or 2 x 6 STUD WALL Z BRACED WALL PANEL W ..J •1 I•I I•I 1' 2 X BOTTOM PLATE METHOD CS-PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION-FIGURE FIGURE R602 10 6 4 0 0 '1 II II I• ,I ISI I•I I• '^ Q •! !•! 1•I I• EDGE SPACING -6" FIGURE R602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to v, Band or Rim joist with nail sole plat Attach Sheathing nail sole late '! I I 1 1 I• BRACED WALL PANEL CONNECTION WHEN j p g p 0 •,_ _ _ _ _ _ _ �•,_ _ _ _,• BRACED WALL PANEL CONNECTION WHEN 8D common niais to joist per Band or Rim joist wi to joist per • • • • • • • • • • • • ' • • PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an g g 0 FRAMING Sub-Floor Wallin sched. 8D common niais Wallin sched. 0 W Bottom at 3"D.C.Top and ZrHoldowns imJoist Q° r' erPlansx•11FRA I G Rim Joist Bottom • • • • nchor Bolts amd W v, � V— FASTENING REQUIREMENTS FOR per plansBRACED WALL PAINEL ASPERO z X O 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION-FIGURE R602.10.6.4 CL W V Z 0 o 3: W=) 0 Simpson 1-1/4" gals. x 20 gage 0-- W H2A Stud coil strap with {5) 8d cormmon To Rafter Connector _ Were the distance is SIMPSON H2A nails in each end at each rafter. between 9-1/4 to 15-1/4 ° r at each Rafter. With ° Typical Metal WINDOW HDR rovide blocking @ 5 8d x 1-1/2" nails in Rafter 4 Ft Perimeter o o y Strapping braced wall panels ( ) „ ,� PROVIDE@STRUCTU RAL RIDGES m•� o E 12 at Openings iv (2) 8d x 1-1/2" nails in plate 4 o.c. Zone Panel Field m ° 2) ° LL° 5 8d x 1-1/2" nails in Stud Nails spacing Nailing-See See Nailin Each Rafter on Each side = 2 € 0 C 8= °o Horizontally attached ( ) P g g" g o_ LO g'.0 ° °� m� >. plywood sheathing of Ridge to have a c 'Z m o y ca m Schedule Dwg-1 Simpson LSU skewable hanger = _ � �-. shall have Solid Blocking d �°, N o o= $ all Plywood Joints SIMPSON H2A 9 - 0'_0 N 83? a.0 °'n m 0 , m Y 0 Y Solid blockin between at each Rafter. With " g w N o 3 L o a 4.3 g 1-1/4 x 20 Gage Metal Coil ° rafters attached to top (5)8d x 1-1/2" nails in Rafter Strap with (5)-8d common nails a° 6 ° 5 1 -=4' ° plate with 8d nails @ 6" o.c. (2)8d x 1-1/2"nails in plate N � alonglength of braced wall 5 8d x 1-1/2"nails in Stud in each end. Catch jack Studs ° ° _ . _ N�§ a'E Comer Holdowns g ( ) and window or door Header. Look Out Blocks °° r-,0 o o L o o 2 DOUBLE panel. Refer to plans Less than _ E �' STUD AT TIE for locations - Typical ° ° 0 N m s m If required r T Ical each side and ALL Gable End Wall :_ L E L g SIMPSON LFTA a windows and doors. o Equal c a E.6 v-p m 0 8� In WITH (16) 10D NAILS RIM JOIST BLOCKING BETWEEN RAFTERS Cad BRACED WALL PANELS IE F— U to co = l6 E LLC O ALLOWABLE LOAD: 1,205 LBS IRC 602.10.8.2(1) NTS RAFTER-TO-STUD CONNECTOR & Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS AFTER TO RIDGE STRAP IRC 802.3.1 TYPICAL HOLD-DOWN BETWEEN this page. TYPICAL ELEVATION NTS wr� IN LIEU OF RIDGE STRAPS vJ FIRST AND SECOND FLOOR WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD Z Z (n 4 N.T.S. 5 N.T.S. 6 7 2-1/2" LONG OF THE ATTIC SPACE AND AT1rACHED J 8 9 TQ THE RAFTERS WITH 4-8D)NAILS EACH END 0 Q ALL THRESHOLD CAREFULLY �•�- FLASHED&CAULKED TO TREATED WOOD 0 PREVENT WATER INTRUSION DECKING SECURE TO TOP OF RIM JOIST WITH 0 MPOSITE RAILING SIMPSON BSC = WCONTINUOUS FLASHING EXTENDED 10D THREADED NAILS OR 1 SYSTEM.VINYL RAILING PAST JOIST HANGER #10 X 3"WOOD SCREWS l T I OP AND BOTTOM RAIL AT 6"OCC, AND COLUMN COVER AND AT THIRD CUT GALV.DECK HANGER COMPOSITE DECKING I 1 COLUMN CAP.MEET RCNYS POST TO HEADER CONNECTOR OF SPAN ONLY LENGTH EXTERIOR OR SIMPSON LUS26 @ 2X6 ATTACHED PER I�r FOR CODE SIMPSON ABU POST 12" Min BEARING WALL MANUR SPECIFICATION 4"TREATED POST SIMPSON LUS28 @ 2X8 I I TO CONCRETE BRACKET SIMPSON LUS28 @ 2X10 X 4 TREATED POSTS @FRONT PORCH DECK c• SIDE COVER 2"MINIMUM LAG BOLTED TO JOIST 1/4 JOIST NOTCH GREATER 2X P.T.LEDGER; MUST BE GREATER THAN AS PER MANUFACTURES --___-.2-1/2"GALVINIZED CARRIAGE BOLTS THAN 50% OR SIMPSON SD STRUCTURAL DEPTH,MAX. " CLEAR OR EQUAL TO DEPTH OF DECK JOISTAND SPECIFICATIONS. MIN, 116 JOIST Q (PERCENT)OF NO GREATER THAN THE DEPTH OF THE RIM JOIST O 1/2"DIA.GALV BOLTS W/ CONNECTOR SCREW D TH,MAX. S W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE GRADE ATTACH TO BAND JOIST WITH 1/2 DIA.HOT-DIPPED 2 x JOISTS DE JOIST LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH I-_ TO FASTENED ACROSS AND DEPTH,MAX. iv= GALV LAG SCREWS PER IRC TABLE R507.2 AND EPDXY ANCHORING ADHESIVE FOR Z TO THE PLATE-1 EACH S THE PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) USE WITH THREADED ROD IUse 1-1/4" Metal a, NOTCH WITH 8-10D NAILS EACH SIDE 2x RIM JOIST ATTACHED WITH see Schedule on DWG-1 ( )3 10D THREADED NAILS OR Z MECHANICAL ANCHORS•SIMPSON i �- C/)M ti of la screw shall full extend beyond WEDGE-ALL WEDGE ANCHOR Coil Strap 20 Gage o the inside face of the band joist. y (3)#10 X 3"WOOD SCREWS M Solid sawn foist and rafter 12" Min 1(5) 8d common nails `�' o Q TOP PLATES �;" ,y SIMPSON H2.5 AT `- notching and boringlimits. } IPE '!. �•�; ;, ; EACH JOIST FOOTINGS MUST iin EACH END at EACH Stud. ; 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 attic hatch - R-value EIING FRAMING Sheathing ealant subfloor way for access Typ Roof Const. Insulation dams Double Frame Attic Baseplateprevent loose-fill thin profile structural Tub equal to the Ceiling access opening --„ insulation from sheathing as draftstop Typical insulation requirement p g x CJ w/ insulation behind tub exterior Sealed to Air Seal Continuous Be wall Typ Fascia as per drawings floor Gasket falling through of Sealant or Soffit see Sealant access adhesive ; Const. Dwgs solid blocking Sealant Sealant or 1 min Rigid or rigid insulation L adhesive Insulation.Air sealed around Weatherstripping eal stairs Adhesive--""" dhesio 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 St p 1/2" plywood Board RECESSED LIGHTING FIXTURE DRYWALL CEILING staircase or foam attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL(7 PULL-DOWN STAIRCASE ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING DETAIL Thin profile structural z Eave baffle installed . , Fireplace enclosu sheathing , adjacent to soffit and eave W insulated to top 1 of second floor Sheet Metal Firestop CONTINUOUS BEAD vents. Baffle shall extend over ; " ° {" i � z 0 Seal joint with OF SEALANT the to of the attic insulation l " w� ceiling line J p W _I PP Non-combustible as per IRC chapter 11 TYP. ROOF CONST. ' Q blocking ort sealant SUBFLOOR GLUED,CAULKED OR GASKETED (840202.3) „" _ 114" structural sheathing TO RIM JOIST/RIM CLOSURE 2 x CJ W/ INSULATION i W 0 as enclosure liner sealed Typ Fascia AS PER DRAWINGS f ,. � .7>, W Q ~ Sealant or SEALANT I Table R402.4.1.1 Air barrier and insulation installation. at perimeter and seams. Soffit see , � OR HERS RATER � .� i � ; � O W O adhesive Pre-Fab Fireplace Const. Dwgs " ` .• `i _ -!, ', 6 777 L , i TABLE R402.4.1.1 Refer to manufacturers k, AIR BARRIER AND INSULATION INSTALLATION secs for installation SILL PLATE INSTALLED SEALANT W p OVER GASKER SILL i U) W Q Q COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa manual Typ. Exterior wa i Q z = .S SEALANT See Const. Dw s f z General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. -b , g typical foundation &framing I Q_ W (� requirements in the building envelope. See architectural plans �'^J r i ' s uF„ yrr+69kit,rvpgfa, h O V Exterior thermal envelope contains a AIR BARRIER AT FOUNDATION TO BAND JOISTS , continuous air barrier. = O AIR SEAL DETAIL ta7_ PREFAP FIREPLACE 0- W U (- RAFTER SEALING AT ATTIC EAVE Breaks or joints in the air barrier shall be NTS I sealed. This detail is for weatherstripping and draft sealing It Is not to be used as a guide for fireplace installation. �, c Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The Refer to Manufacturer for installation manual. E° installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE w ° 2,y recommendation and said density shall be maintained for all volume of °i m o a o each cavity. Batt type insulation will show no voids or gaps and w o �,E`o W m °o ty ty. ENERGY NOTES � _ maintain an even density for the entire cavi .Batt insulation shall be � a installed in the recommended cavity depth.Where an obstruction in ° o, o o the cavity due to services,blocking,bracing or other obstruction 8. R403; Systems: Nil Mandato programmable thermostats shall be r= �i� o o -" ", Y (Mandatory) P 9 r"' � 5, - o o y ca o 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 provided for each separate heating and cooling system. Temporarily operate LOW DENSITY SPRAY FOAM "'" -_ ° o ° P g P 9 P 9Y P 9 9 Y P Y P �• - ca° � � > n � n"15° `0 2015 International Ener Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer INSULATION R VALUE IN _ "� °'N ° ° �an cavity.Where the batt is cut around obstructions,loose fill insulation 9Y •' r N o 3 g 3 C 3 shall be laced to fill an 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 .wr- a °m o a W m P Y Rigid Foam or � � : ,,... manufacturers'specified density.Where faced batt is used the permitted to determine an energy efficiency program to exceed the . •- I ..-- m o - £ y o, P ty Wood Blocking HERS REPORT M me__ 0 m U 4 o installation tabs must be stapled to the face of the stud.There shall be energy efficiency required by this code. 9. 8403.3: Ducts-Supply and return ducts attics shall be insulated to a minimum 9 � � "" � L r � -N �,�o P of R-8 3"or greater in diameter, and R-6 ducts less than 3"in diameter. as backdam " o. ° ° 0 no compression to the batt at the edges of the cavity due to inset @ g @ TYP. ROOF CONST. � ° � ��"L All HVAC Plumbing &Electricals stems shall meet the IRC chapter 11 Ener Diagrammatic. Duct locations drawings shall be provided b an approved third �.._. c0 CL stapling installation tabs. 9 Y P 9Y 9 9 P Y PP L ° L c m P g a using the Manual"J" Manual "S" &"D"submitted at CO. `` --_ ?.2 E 2:1 ¢ € o efficiency, International mechanical code, international energy conservation code party 9 Roof undedayment :•.�. `' - `'...,., ", _ ° ° $w Insulation that upon installation readily conforms to available ace .•. .:.:;. 2 x CJ W/ INSULATION Branch�r�taka-ors endj�rrts ~--.,..Y {..; ° o �'D 0 g- ° 2 Po Y space and the 2015 ICC and 2016 NYS Supplement. Sealed to drip edge ;. � 1` ° V) ° U H- ° e a..=_ o a shall be installed filling the entire cavity and within the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall :;; AS PER DRAWINGS P ( rY) P Y Y PP ) 9 ::: :: :::;: density recommendation. 2. R401.3. A ermanent certificate Mandato shall be com leted b the builder be sealed b an approved third party(HERS Rater using the ;,.,;,.•. OR HERS RATER , Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned ith the and posted on a wall in the space where the fumace is located Manual J Manual, S & D submitted at CO. Typ Fascia/ ceiling/soffit shall)be aligned with the air barrier. Soffit See SEALANT insulation and any gaps in the air barrier 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 �� Buildingenvelope (prescriptive) pertable N1102.1.2 insulation & Fen. b Component. air leakage by an approved third party(HERS Rater) using the Const. Dwgs sealed. P (P P ) P Y P , 1�_` Z manual"J" Manual "S" &"D"submitted at CO. non-vented ` �` _ C� Access openings,drop down 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 _I wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. sections N1102.2.1 through N1102.2.13 9c. 8403.3.5: Building cavities shall not be used as ducts or plenum. shall be sealed. .:...................W�.w...•_.:..;.,..;._.. ... .......,... T Exterior wall Walls The'unction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated 5• Installation-the components of the building thermal envelope shall be installed in 10. 8403.4(Mandatory)Mechanical system piping insulation carrying Typ. I- 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 U) 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". Q top plate and top of exterior walls shall be resistance of R-3 per inch minimum. 11. 8403.5.1 (Mandatory)Heated Water Circ&temp maintenance as per DUCT SEALING REQUIREMENTS sealed.Knee walls shall be sealed. Exterior thermal 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 N1102.4.5 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 Nil 02.4.1.2 for testing requirements. 13. R403.7:R403.7 Equipment sizing (Mandatory)Heating and cooling equipment Rim joists Rim joists shall include the air barrier. Rim 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 be Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain „ „ Approved window combustion air. Factory built fireplaces shall be listed and labeled provided by an approved third party(HERS Rater) using Manual "J", openinglimiting deice 0 above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor and Manuals"S"&"D" -�- --- - W cantilevered floors) framing cavity insulation shall be permitted to be in contact with the according to UL 127. --- - _ 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 framing and extend from the bottom to the top of all must have high-efficacy lamps, Fuel gas lighting systems shall not have __ _ _______ _ _ __ ___ _____ _ ______ to perimeter floor framing members. continuously buming pilots. - - - ' CN 15 Q Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation,insulation shall be I _ _ W til shall be covered with a Class I,black permanently attached to the crawlspace walls. „ r- (36"in28Cunits) 4"sphere cannot Approved window fall prevention Window Q vapor retarder with overlapping joints pass through device(conform to ASTM F 2090) Q LU taped. ROOF 4" VTR VENTS: Finished Floor Height Shafts,penetrations Duct shafts,utility penetrations,and flue -� shafts opening to exterior or P3103.1 ROOF OPEN VENT PIPES SHALL 8312.2 WINDOW FALL PROTECTION DIAGRAMS TOP OF THE WINDOW SILL SHALL unconditioned space shall be sealed. 2„ " EXTEND MINIMUM 6"ABOVE BE A MINIMUM OF 24"ABOVE THE FINISHED (Height At)f}1/e' Zj : 2 THE ROOF OR 6"ABOVE THE „ Narrow cavities Batts in narrow cavities shall.be cut to fit and installed to FLOOR AND GREATER THAN 72 ABOVE THE FINISHED Finished FlooIir the correct density without any voids or gaps or -.. --- ANTICIPATED SNOW ACCUMULATION. GRADE OR OTHER SURFACES BELOW ON THE Height Above EXTERIOR SIDE OF THE BUILDING.SHALL Finished Grade compression,or narrow cavities shall be filled by ---: -• 3' :3" ; •• •" P3103.2 FROST CLOSURE: Fin'rShed Floor insulation that on installation readily conforms to the WHERE THE 97.5%VALUE FOR COMPLY AS FOLLOWS: available cavity space. ;1 1/2" 1 1/2" ;1 1/2"; 1 1/2" ;1 1/2'! 1 1/2'; 1 1/2". 2" OUT-SIDE DESIGN TEMP IS 0 DEG F R312.2.2 WINDOW OPENING CONTROL DEVICES: WASHER OR LESS.VENT EXTENSION THROUGH WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH Garage separation Air sealing shall be provided between the garage and A ROOF OR WALL SHALL NOT BE LESS ASTM F 2000.THE OPENING DEVICE AFTER OPERATION Finished Grade 2 2 THAN 3 IN DIAMETER. ANY INCREASE TO RELEASE THE DEVICE SHALLALLOW THE WINDOW TO Conditioned spaces. � ; � IN SIZE OF THE VENT SHALL BE MADE 2 ND FL. ; Floor NOT LESS THAN 1 FOOT INSIDE THE FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE W � N 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 8310.2.1 O� envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 3„ 2" 2"P NJ rerll a Plumbing and Batt insulation shall be cut neatly to fit around Mring and 3„ V wiring plumbing in exterior walls.There shall be no voids or 311 � W � gaps or compression where cut to fit.Insulation that on 2" - - 2" E..t 5 Z 4 installation readily conforms to available space shall - - � '3�� ,,- CERTIFICATE (MANDATORY) N1101.14(R401.3) en extend behind piping and wiring. •; Shower/tub on The air barrier insta'Iled at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be ;1 1/2" 3" ; 1 1/2'; 1 1/2" c -� exterior wall showers and tubs shall separate them from the showers and insulated. DW A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE / -� oo 2„ BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE ,�/ tubs. FURNACE IS LOCATED. Electrical/phone The air barrier shall be installed behind electrical or 1 ST FL. THE CERTIFICATE SHALL LIST THE FOLLOWING: box on exterior wall communication boxes or air sealed boxes shall be installed. vn T 4" FAI 3" R-VALUES FOR CEILING/ROOF, WALLS, FLOORS --`F_AD AD - O HVAC register HVAC register boosts that penetrate building thermal FOUNDATION (SLAB,WALLS, CRAWL SPACE ETC),AND DUCTS. boots envelope shall be sealed to the subfloor or drywall. 3" 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 the 4 RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. manufacturer.Caulking or other adhesive sealants shall not be used to fill voids between fire sprinkler cover plates and To a New Suffolk Countyn walls or ceilings. TYPE AND EFFICIENCIES OF HEATING, COOLING, Approved Sanitary System WATER HEATING EQUIPMENT. 11 y 0790© °0 3 IC = insulation contact. PLUMBING RISER DIAGRAM a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. Not to Scale TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION INSULATION SCHEDULE R802.3.2 COLLAR TIES CONTINUOUS RIDGE VENT Class AAsphalt Roof Shingles w/ 3/4" Plywood Span Rated Subfloor, shall comply with Res-Check NAILEDSHALL BE ACfasteners per manufacturer's specification BOX NAILS INACCORDANCE Glued and Nailed in insulation requirements of 2015 IRC & WITH FASTENING SCHEDULE RIDGE BOARD and IRC 2015. q accordance with the fastener schedule. the 2017 NYS IECC Supplement IRC section R905.1.2 per i b t &Water barrier as RAFTER/CEILING JOIST HEEL R905.1.2 ICE BARRIERS; Ice p Floor joists and Bridging as per Code. JOINT CONNECTION SELF-ADHERED POLYMER MODIFIED (Note: Double underlayment is required Location R-value Thickness SHALL BE NAILED BITUMEN SHEET USED IN PLACE OF between 2 on 12 and 4 on 12es l Roof so TOGETHER IN ACCORDANCE NORMAL UNDERLAYMENT AND for p ) TYPICAL FOUNDATION CONSTRUCTION Flat Clg * R-30c 8-1/4" WITH TABLE R802.5.1(9) EXTEND FROM THE LOWEST EDGES OF Framing AS per plans with 1/2" exterior rade " 12 12 g p p g in accordance with chapter 4 Floor unheated space) R-30c 8-1 l4 (SEE DWG-1 FOR TABLE) 2x4 CT @ 48" OC ALL ROOF SURFACES TO A POINT NOT span rated structural plywood Sheathing, p ( p ) n WITH SIMPSON H2AAT EACH LESS THAN 24 INCHES INSIDE THE p P yw g 3000 psi Air Entrained cast-in-place concrete Floor(Outside air) R-30c 8-1/4 RAFTER TO STUD. 8 $ EXTERIOR WALL LINE OF THE BUILDING.ON ROOFS WITH SLOPE EQUAL OR GREATER Nail to framing in accordance Fastener wall on cast-in-place Concrete Wall Footing per Exterior 2x6 walls R-21 5-1/2" IRC R806.3 THAN 8/12,THE ICE BARRIER SHALL ALSO BE Schedules & Strapping per detail sheet(s). R403. refer to Foundation Plan for footing size & air seal walls to pass 3 air changes per hour MIN.1"AIR GAP APPLIED NOT LESS THAN 36"MEASURED ALONG Flashing per IRC R905.2.8 BETWN INSULATION THE ROOF SLOPE FROM THE EAVE EDGE OF THE thickness. Concrete Horizontal and Vertical Above grade attic walls R-15 3-1/2" AND SHEATHING R-30C BATT BUILDING TYPICAL SOFFIT CONSTRUCTION. Reinforcement per IRC Chapter 4. & gen note #6. Foundation Walls R-11 Draped over walls NSULAT ON Damproofing per R406. 2- 2x6 approved ( in lieu of insulating basement ceiling) 8" overhangs-typical treated Sill Plates, Sill Seal And Termite shield per Foundation Rim Joist: R-13 - 2" closed cell spray foam - Top of late 6" Wood fascia & 6" Wood rake boards. Section R318. Anchor bolts per Foundation Plan All Glazing U = .30 SCGH: .30 Trim in aluminum or use "azek" or equal and R403.1.6 Doors-less than 50% glazing U = .40 R802.3.2 LAPPED JOIST Metal drip edge per IRC R905.2.8.5 Door-more than 50% glazing U = .30 SCGH: .30 SHALL BE NAILED with 4-16d Fully Vented Vinyl Soffits INTERIOR WALL FINISH z WITH TABLE R802..5.1(9) ' COMMON NAILS ACCORDANCE Provide 1/2" Gypsum Wall Board on ceilings and walls *If part or the entire attic will be decked over with plywood W TYPICAL EXTERIOR WALL except basement walls & clgs - unless noted. Min 1/2" the ceiling joists must be deep enough in order to fit the (� `° BEDROOM # 1 2x6 Doug-Fir Wood Studs @ 16" oc. Moisture Resistant Wall Board on Ceiling and all walls batt insulation so that it is not compressed. If not then (� Double top Plate and Single Sole Plate. in Bathrooms (humid areas) and 5/8" cement board on Clg Jsts will have to be built up or upgraded to the next size. W J R-21 BATT 1/2" exterior Grade - Span Rated walls and ceilings in wet areas. Provide 5/8' Fire Rated INSULATION Continuous Structural plywood Sheathing. g gypsum wall Board on walls and ceiling located as per Other Specifications: _ _ WFastened per Fastener schedule.Top of Su floor tl code, manufacturers requirements and drawings. Windows: Us 0.30, SHGCs 0.30 C ) 0 � p tyvec House Wrap or equal. • Z100% high efficient g (lighting CFL's or LED's) W Q Top o late Vinyl or Wood Siding as per clients selection • s 3 air changes per hour 0� O W 0 installed per manuf specs and IRC code. • Z All Energy Star appliances Cont. load path strapping installed in accordance 0 U) R-21 BATT with drawings. Provide Fire Blocking in accordance R403.6 Mechanical ventilation shall be provided that W W u- INSULATION with IRC R302.11 & R302.11.1 and meets the requirements of section M1507 of the IRC O z O Draftstopping per R302.12 & R302.12.1 BO DINING R403.7 Heating and cooling equipment shall be a' W V z ROOM KITCHEN sized in accordance with ACCA manual J by a OCD (- certified third party rater. O Q_ WUI- Top Of Su oor — 62'-0" 4'-6" H y C Top of Foundation r E 0.0 Of E 2 22 6 R-30C BATT TYP.DECK FOOTING r-� — — — — — — — — — — - - w w E o n o 9 .l •� SEE DETAIL ON DWG-2 -- pi______________ ot______________fpt__� A - ----- OUTSIDE BASEMENT ENTRANCE a INSULATION LVL Girder d 0 M ._- 2-2x8 P.T.GIRDER I , 8-CONCRETE WALL ON MIN 16"X 8" c p°0 a oI 0 0 FOOTING WITH 4"CONCRETE LANDING& 8 twnovo `4"DRAIN TO DRYWELL,CONCRETE STAIR 6 MEETING IRC R311.7-STAIRWAYS. `s ° o 1 aa47 nc°tzf0 o O P U HANDRAIL PER R311.7.8, 34'-38-ABOVE 2 y NOSING. 36-HIGH GUARD RAIL ON 3 00 TOP - 61'-8" i TOP OF CONCRETE WALL. m a m y so.y BASEMENTI s L � a s 3 15.E 0 0 0 c- -ow s t TOp of noting 2 LLD 1 2 M U = C r_ 22'-10" I 14'-0" ' �o o 0 c 4) W—. c a - — a DETACHED DECK FROM HOUSE i m ¢N C's C: m o TYP.BASEMENT SLAB I 2 0 NO LEDGER BOARD ATTACHED i o $a n 2-2x8 . .GIRDER � a c �= --- t�t-----------===*fit------___-- -------------------------------------------- ------- .. I I ----------------------r ------------------------------------- ----------------------------------- -- ------ --------------------------------------------- ----------- ---------------• r------ -------------------------------• •-r---------------r-------------, r--------- , I � 21-4. I I ----- I I I I I I CA SECTION - A -PC X6 I I " I 1 I I I N I 1 ' I PC PIER ' I I � to F.D. , I 1 N3 UNFIN. BASEMENT I M 1 z , PROVIDE I SPACED ' ' EQUALLY ( •9 I 4" CAST-IN-PLACIE CONCRETE O S/INSU4 I i i LIGHT SCALE: 1/4�, — 1 1-O" I ' DIRECT VENT FURNACE I o , SLAB IN ,STALLED HN ' ; , BOVEI INSTALL IN COMPLIANCE ACCORDANCE WITH IRC 0 1 1 DOOR FIRE BLOCKING SHALL BE INSTALLED ; ; ' W/RESIDENTIAL,ENERGY I 4 04 I SECTION R506 ; O I I I UP IN ACCORDANCE WITH IRC R302.11 1 I ; &MECHANICAL CODE J THRU R302.11.2 AND DRAFTSTOPPING q p 2 ' N ' c i Cn o � MAINTAIN REQUIRED SEPARATION •� $ 0 1 I I 1 'r `' DISTANCE FROM ALL HEAT o I N I TYPICAL INT.FOOTING/COL PER R302.12 THRU R302.12.1 I N m 0 0 PRODUCING EQUIPMENT TO N I 1 24"x 24"x 12"THI6K O I 4'-0" I 1 I I COMBUSTIBLE MATERIAL AS PER CAST-IN-PLACE CONCRETE i m MANUFACTURER'S SPECIFICATIONS I FOOTING&3"DIAISTEEL LL x AND LATEST MECHANICAL CODE. 0 N I COLUMN I I I I I N 1 I I 19'-4" 2'-0" --,------- 3A --- IL 0 4 i i - i 3-1/2"icii-7/8"LVIi --------------'--- __{__`__ ---'----- M-- ' 31/2 x11 T/8 LVL !-- '_ I N I I N I r---------------- ---a---�---------- I I 1 -- ----- --- '---�— '-----�------I-- --!---------------i , c I 1 1 I I I -�-- I LI �I -- �� I I I �typ) ------------- - , Beam Pocket 1 I I I --7==r-- I I II I I I 1 1 I 1 I I UNEXCAVATED i shim as req'd ---: ' ' TYPICAL GARAGE SLAB 4" CAST-IN-PLACE SLAB ' • + I I Q W -9" V-10" 1 8" 1 8" 7'-5%" 7'-6Y," -- 3=--__ 6'-BY." ' 1 I W/6X6 W4.0 X W4.0 WWMI ' PITCH SLAB-114"FT TO Z I --- --- 1 GARAGE DOORS q a N i Z I I io 1 l O 2x4 FRAME AROUND -----'-- ' .Q � ' � ' i ---� p Q STAIRCASE FROM FLOOR -- c o I i N D TO CEILING. TREATED SHOE 4_7N i i e= (W ' -----, PLATE AND GYP.WALL BD 1 -------- ' N �°0 ' °o to , , J Ln v INSIDE FACE OF WALL MIN. N a ———————— N N 0 I 1 �- Q ATTACH RAILINGS.HANDRAILS `00 ___ ____ 2 B"X6" is ' ' U r 34 38' ABOVE NOSING. 0 1 ' ' U) DROP TOP OF CONCRETE 0 N ' ________ ' PC PIER i 0 • pLSPACED O ' AS REQUIRED FOR UNDER STAIR PROTECTION: � 1 ' UP I 1 1 1 1 GARAGE DOOR,SEE PLAN c+) I 1 QUALLYU. R302.71.2"GYP BD SHALL 1 . 1 FOR GARAGE DOOR SIZE ; BE APPLIED TO UNDER O ' ' ' o ' --- ------------------------------------ --------- ---------- I STAIR SURFACES. r-----, I O I M I I-- ' N ' I I I I I I I r ---• c I •--------------------------------' - --- - ' •- ------------------------------' I •-----I------ ---------' ------ ---- " I I ao ' I ------------------------------------- -------- ---------- I TYP.DECK LEDGER I SEE DET. ON DWG 2 I w TYP.DECK FOOTING I I SEE DETAIL ON DWG-2 6'-0" , I 2x6 deck joist @ 16"oc 2-2x8 treated girder UI'-— - —- — pJ I 62'-0" i •.-" M .� b � o U06 ...I w �pN_ U TYPICAL FOUNDATION 8'-0"FOUNDATION WALL HEIGHT ® O M CZ IN ACCORDANCE WITH IRC CHAPTER 4 TABLE R404.1.2(8): FOUNDATION PLAN 8" CAST-IN-PLACE WALL WITH �� HORIZONTAL REBAR PER IRC TABLE SCALE: 1 /4" = 1 -0" TYPICAL ANCHOR BOLT - IRC R403.1.6 R404.1.2(1) OR SEE DWG-1 NOTE #6. MAXIMUM SPACING: 1/2 @ 72 O.C. ON 16 x 8 CAST-1 N-PLACE CONT. WALL FOOTING, Mechanical Systems A ------- I �' EMBEDMENT OF 7" WITH NUT & WASHER. 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE y THE MECHANICAL-HVAC SYSTEMS 2 BOLTS PER PLATE AND HOLD AT LEAST SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND SHALL BE DESIGNED AND INSTALLED u� ONE BOLT- 12" MAX AND 3-1/2" MIN OFF TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP IN ACCORDANCE WITH PART-V , ,;` a„� MECHANICAL OF THE IRC 2015 Or- _tibAV ENDS OF PLATES. FOOTINGS 1V TO 2H . r�� CODE COMPLIANCE STATEMENTS: NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: Pre-Fab/ Factory Built Fireplaces Plumbing Note: 1. The windows selected for this project shall meet SAFETY GLAZING(TEMP GLASS)IS REQUIRED In accordance with IRC code chapter ALL PLUMBING SYSTEMS SHALL BE the egress requirements of R310. AT GLAZING IN A BUILDING WALL ENCLOSING 10, factory-built fireplace inserts shall INSTALLED IN ACCORDANCE WITH 2. All windows shall meet Section R308 Glazing and BATHTUBS AND SHOWERS WHERE THE PART be UL listed and labeled and shall be CODEI OF THE IRC&NYS UNIFORM g BOTTOM EDGE OF THE GLAZING IS LESS R308.4 Hazardous locations. THAN 60 INCHES ABOVE A STANDING installed in accordance with the 3. Windows were required shall meet the Window Fall SURFACE AND DRAIN INLET. conditions of the listing. Factory-Built Electrical Note: protection requirement R312.2. WET SURFACES:R308.4.5 fireplaces shall be tested in accordance ALL ELECTRICAL EQUIPMENT 4, Bathroom windows shall meet the hazardous GLAZING IN WALLS,ENCLOSURES CONTAINING AND WIRING SHALL BE INSTALLED SOLAR ENERGY SYSTEMS (8324) WHIRLPOOL,BATH TUBS,SHOWERS, with UL 127. Hearths shall be installed in IN ACCORDANCE WITH PART VIII OF glazing requirements as per R308.4 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 5, Stairs, landings, railings & guards shall WITH IRC SECTION 324,APPENDIX U EDGE OF THE GLASS IS LESS THAN 60" PERMANENTLY INSTALLED FIXTURES g comply p &NYS SUPPLEMENT.SYSTEMS SHALL BE MEASURED VERTICALLYABOVE ANY STANDING OR Fireplace & in accordance with IRC code MUST HAVE HIGH-EFFICACY LAMPS. with R311 & R312 LISTED AND LABELED WITH UL 1741. WALKING SURFACE SHALL BE CLASSIFIED AS for Hearths & Hearth extension. 6. Outside lighting shall comply with RE 3803.3 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 THE MECHANICAL SYSTEMS SHALL Y comply• WITH UL 1703. 7. Stairway illumination shall com I with 8303.67 exterior air supply. Exterior air ducts BE INSTALLED IN ACCORDANCE WITH and R303.8 EXCEPTION:GLAZING THAT IS MORE THEN 60" PART V&VI OF THE IRC. SOLAR READY ZONE: MEASURED HORIZONTALLY AND IN ASTRAIGHT LINE, shall be UL listed. Factory Built Chimneys ALL MECHANICAL SIZING PER ACCA 8• Fireblocking shall comply with R302.11 thru R302.11.2 IN ACCORDANCE WITH IRC CODE APPENDIX U FROM THE WATERS EDGE shall be in accordance with IRC code chapter MANUAL"S"BASED ON LOADS 9. Draftstopping shall conform to R302.12 thru R302.12.1 THE TOTAL SOLAR-READY ZONE AREA SHALL BE 10 Section R1005 Facto Built Chimneys. CALCULATED PER ACCA MANUAL"J" NOT LESS THAN 300 SQUARE FEET NOT INCLUDING SAFETY GLAZING IS REQUIRED ADJACENT TO Factory y ' DUCT COMPLIANCE WITH MANUAL"D" 1 O. Flame spread and smoke-developed index for walls ACCESS OR SET BACK AREAS AS REQUIRED BY STAIRWAYS,LANDINGS, AND RAMPS WITHIN and ceilings shall compy with R302.9 thru R302.9.4 THE IRC AND NYS SUPPLEMENT. 36 INCHES HORIZONTALLY OF WALKING SURFACE R303.4 MECHANICAL VENTILATION. 11Flame spread and smoke-developed idfW Z ROOF AREA ORIENTATION SHALL BE BETWEEN OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM DWELLING UNIT SHALL BE PROVIDED . nex or 110-270 DEGREES OF TRUE NORTH. TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN WITH WHOLE HOUSE MECHANICAL insulation shall compy with R302.10 thru R302.10.5 V EXPOSED SURFACE OF GLASS IS LESS THAN VENTILATION IN ACCORDANCE WITH 60 INCHES ABOVE THE NOSE OF THE TREAD SECTION M1507.3 11. Recessed lighting fixtures rated for 0 OR WALKING SURFACE. Z membrane penetration shall meet ASTM E1 19 J W and Flre Stopping as perASTM E814 or UL 1479 O • 12. Exterior Decks shall comply with R507. _ U) W ROOF PLAN 0 W O SCALE: 118" - V-0" 29''10" +" 13'-4!)41" 0 noo U) W CO LL 00 O Z = '1 a_ W U Z A -- ------- -- ----- - - - Q - ------ O CD I- a2'o" 17 a- W U !- 1 .. 6'-1'/4" 12'-3'/s" 10'-3%" 11'-3'/" i i i (9 j _ v, DFzTACHED9 - i m - 2812 VENT CLOTHES DRYER I Q, .42 me W `o Lo IN ACCORDANCE WITH i �' o CHAPTER 15-CLOTHES NOTE: DYERS EXHAUST,tem - ' 30 X 30 SKYLITE DO NOT ATTACH „, .. Framer to verify centerline of window G 8$ �' �s era 2_ o saftelass PROVIDE WATER-PROOF temp ; VAULTED CLG DECK TO HOUSE over sink kitche layout plan o o 2 10 8 w u o Y 9 safteylglass 36x72-Z PAN WITH CURB&DRAIN 36X36 FRAME OPEN'G \ - - - - - - _ � -•-;; X-�---== =--=- '-•--� --•-�-•-= - provided by Owner r builder. � at H.� �� � aY a18X36 oy2 = o W•2 & 3C3 - - - - - - - - - - - - - - - - - - - - - - - - - - - - .14BLE - - - - - - - - - 71 •- I' x 3'-Os � � o -?-'3: m U ' 3' � oo ami oac'=i� a + I (2) 1-3/4"x 9-1/2" LVL rn " L I x i A A CONT. RIDGE VENT 12 12 12 ASPHALT SHINGLES 12 12 � � � 12 GUTTERS & LEADERS $ 8 AS REQUIRED TYPICAL To�of_ late Tom_ f Plate_ CONT. RIDGE VENT ® Vinyl Siding z ® - 12 W FH1 w 12 a a zco co W 0 I Siding � in _ Y g U) F— To offa bfloor To Subfloor W Q ro0 te Top: ate_ � o W Q W U) U_ OcnWoo z = EL W U Z 00 �- � NOTE:DECK DETACHED FROM oc9 HOUSE � WU0 N Tod of_ ubfloorI I a . op_ Subfloor 2.2 Top of_ oundation - ° op_ f Foundation m 3 a o CU C:5 C w E L y y.p O w 1D C FINISHED GRADE V = _ a c c•Z a ° 0 � �� m FINISHED GRADE y =, w a 1 I I 1 1 1 1 1 1 1 1 1 1 1 1 I ' ' � �� p•O �" viv�Uy V 0 C C d = 0 REAR ELEVATION � � � � � � a " 1 1 1 ' 1 1 � e d y � C O tC•— O C 3 1 1 1 1 `° ' 1 1 1 LEFT ELEVATION U ` 11 1 H LJ IJ L-1 I I 1 1 � � �c � � yof rn 1 1 SCALE: 1 /4 = 1 '-0" 1 1 1 1 1 11 1 11 1 1 La N��o3�0 1 1 1 1 " 1 1 SCALE: 1/4 = 1 -0 ' ' � EN,- V�t 5 g 1 u =-t2g = s- E2Zoa Top of ooting ' ' A P.WE Q� �� =� o �1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1� - - - - � � �I �a Tom_ Footing � ac0 mME � S� C 0) o — c° r=nmiT FL- � En�o a hk N CONT. RIDGE VENT 12 12 12 12 ASPHALT SHINGLES 12 8 12 7 GUTTERS & LEADERS 8 AS REQUIRED TYPICAL--.,,",,, 0 uj Toof Pla e— To of Plate CONT. RIDGE VENT ,. --- N Q Q 12 w w � J o a co co12 CD LLIjiN V1 N Top of Sub or To f Subfloor 'fop o to _'T_oR prate i NOTE:DECK DETACHED FROM HOUSE a .- Top Su loor _To f Subfloor ►� ,� M p Top of Eoun ation Top Foundation U bo14 o IIHIJI111 HEM 11 11 1 11 11 If 11 H _"M_1rMMM __j 1 1 FINISHED GRADE e � � 9 ' FINISHED GRADE 1 1 co °° FRONT ELEVATION E_ ARc ti Y 1 ' ' RIGHT ELEVATION ' ' I ' ' ' ' L. J L. SCALE: 1 /41 '-011 I I I I I 1 I = , 1 -0 s � L J Top of Foo ing Bottom of 1 1 SCALE: 1/4" = 11-011 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,__,I 1 1 1--� I �.� •�,; To f opting 1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ;_', - - - — Footing �� - - - - - - - =I - - - - - - - - - - - - - - - - I� � - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � �• .b � ' 36" below Grade Minimum CONTINUOUSLY SHEATHED DMM .A D WALLNE on- CONTINUOUSLYSHEAn+EC�� BRACED ViALL LIN IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B HOLD- RETURN DOIATI TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/CS-PF CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP PANEL BRACED WALLPANELAT DEVICE BRACED WALL PANELAT END OF BRACED WALLLINE END OF BRACED WALL WE BRACE WALL LINE SPACING(FT) 16 16 20 32 32 16 16 32 32 END CONDITION 1 END CONDITION 2 cOrITINUousLYSHEATHED TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27"118" 27" 27" 27" 24" 24" 24" 24" .44 A A I COMINUOUSLYSHEATHED BRACING METHOD ' t CS-WSP CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 7.4 7.4 5 29 13.8 4 4 7.4 7.4 WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c CS-P F CONTINUOUS SHEATHING 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 PORTAL FRAME DETAIL#3,DWG-2 as 2. ROOF EAVE TO RIDGE HEIGHT .95 .95 .95 .95 .95 .91 .91 .91 .91 z RENP.N D- CB h11NRdUr� BRACED WALLPWVEL PANEL 1a MAX FRSTeRaC GB GYPSUM BOARD 3. WALL HEIGHT 9 9 95 .9 .9 .9 .9 .9 .9 ( , w AT END OF BRACED WALL LINE WALLP'ANEL v "SEE RECIARDIENTS END CONDITION 3 END CONDITION 4 BRACED WALL NOTES: 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 1 z ccNnNucusLYSHEATHEe REFER TO DETAILS ON DWG-2 5. ADDITIONAL HOLDOWNS W :art *" REQUIREMENTS FOR HOLDOWNS,STRAPPING,BRACED 1 Q O 1D Nva* Return panel: 24"for braced wall lines sheathed with WALL DIAGRAMS AND DWG-1 6. GYPSUM BOARD OMITTED wood structural panels FOR NAILING SCHEDULE. ALL BRACED WALL PANELS SHALL BE FULL-HEIGHT 32"for braced wall lines sheathed with SECTIONS OF WALL WITH NO VERTICAL 7. GYPSUM BOARD FASTENING .7 W < structural fiberboard OR HORIZONTAL OFFSETS, / > RESULT REQUIRED BRACED WALL LENGTH(FT) 6.3 6.3 4.4 17.3 11.80 3.3 3.3 6 6 � W O Distance D: 24"for braced wall lines sheathed with Q D U) wood structural panels 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) 6 32"for braced wall lines sheathed with 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 PER PLAN BRACING LENGTH PROVIDED (FT) 20 13.33 8 22.3 15.58 15.1 16 8 8 W 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 O Hyo-cowN FIRSTBRACED structural fiberboard 4. EXTERIOR AND INTERIOR WALLS PARALLELTO A BRACED WALL LINE O z DEVICE WALL PANEL SHALL BE OFFSET NOT MORE THAN 4 FEET. COMPLIANCE YES/NO Y Y YY Y Y Y Y Y 7 END CONDITION 5 Hold-down 800 lbs capacity fastened to the edge of the 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL d- W U Z device: braced wall panel closest to the corner and THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. O n A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH a.Linear Interpolation shall be permitted LJ to the foundation or floor framing below 6. END OF A BRACED WALL LINE b.The total adjustment factor is the product of all applicable adjustment factors. /y O For Sh 1 Inch=23.4 mm, 1 foot=305 mm,11b=4.415N 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. 0- W U �--- FIGURE R602.10.7 R602.10.2.2 END CONDITIONS FOR BRACED WALL LINES ABBREVIATIONS; BWL=BRACED WALL LINE, WITHCONTINUOUS SHEATHING BW=BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL /n CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTIONE o � c � Ln mP oELn Z- E . yUC c!6 jVg� Ot y a•o ° °OIL, C°U O CO CCC � dVa) C ca C ?C 'd 111 I U I C � ° rn �a ° cOM am ° ° ` aai 2 ti- ai �� Uy 1 I I I O O ° g d V m L w co roNa- 0c3 (n I 1 cm ° ate worm � m to ro c c L ro W o. o•E 41-0" 32'-0" 4'-0" I I t o c N o a 0 3 41-0" 20'-011 32'-01 41-0II c c o Q ot-. ° o g °t I w 4 o'T C c E 2L, c a� c= E = cD o o- II " s-0y4 I ro2� Zc � V) d) 4-0 41_p w a) -- p Q L 31-I I4'I I u � O.N N ro � V C 41-011 4'-49b" I I d o 0-E ro o•o roy Q 1 I 4'-011 I Hc°immv FF- MEn5.on I I I I I 01 I CS-WSP ' CS-WSP CS-USP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP n I SIMPSON DTTZ2/ 3 I HOLDOWN 3 4 1 I I Q r ALLOWABLE ' SW 2-1 V I LOAD:1825 LBS I V V I I V BW 1-1 - -'- - - - - - - - - '- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - - - - - - - - - I - - - - - - - I - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - -I- - - - - - - - - - 1 I I S, GI3 1 I ETHOD a0 I TABLE R602..10.4 7"O.C.AT PANEL EDGES ' No NCLUDING TOP AND BOTTOM PLATES,7"IN FIELD 1 ' I ALL HORIZONTAL JOINTS FRAMING CONNECTIONS ------- _-_____ , I AS PER DETAIL 2 ON DWG 2 F- <+ I I - - I I I �0 ------- I I ------- I LU LU w T VJ /► ------- ' i----- ------------------------------.--- ------ I < I 1 r^ I 1 I I •^ V! 1 1 BW 2-2 _____ _ BWL 1-2 - - L - - - - - - - - - - - - - --- - - - - - -- - -- - - - - - - - -I - 't'- _ _ -� _ - _ - t- _ - _ Y - _ - _ _ _ - _ - _ _ - _ _ _ _ - - - - - - - - _ --FF-- I I I o 3 I I in CONTINUOUSLY SHEATHED CS-WSPINil CS- F PORTAL FRAME.SEE DET 3 CS-WSP I ON DWG-2 AND C -PF CS-WSP CS-WSP S-WS CS_WSP 1 I FIGURE R602.10.6.4 1 CS-WSP W CS-WSP 1-DN I 41 61141-OII 41-011 3t-0 II 41-0II 4'-011 2-0II 16-0 2-011 I 3'-0 N 4--o" 3--011 2I-SN 3%0" 4I-0II 4'-6m V IQ �,� r-I CO3 I71 1 4-0 N N I-0 11 I-I y �l 321-0 I 4 I 20'-01 I 40'-0" V I N N I 11 Ix moo Q 4-0 20'-0 32-O 41-0" O �/ Fyj ON .tr'' I U Cz CD Cl A. 0 y , I � � 2ND FLOOR WALL. BRACING PLAN 1ST FLOOR WALL BRACING PLANtCIA; ""� SCALE: 1/4„ _ 1 ,� � �� _ y �� O��In1� - 1 -0 SCALE: 118 1 -0 �/�. 4 0 GENERAL CONSTRUCTION FASTENING SCHEDULE TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE 8602.3 1 IRC 20 1. All construction shall conform to the 2015 International Residential Code backfill II I i t foundation walls ( ) 15 NAILING SCHEDULE 15. No bac shall be placed against he fou da on a s 2nd Printing, as adopted by NYS, The 2017 NYS Uniform Code Supplement& until the first floor framing is in place or brace the foundation PLUMBING FIXTURE TRAP SIZE USE LIVE DEAD the NYS 2017 supplement to the New York State Energy conservation MINIMUM LOAD LOAD NUMBER AND TYP SPACING AND construction code ( revised August 2016 ); Uninhabitable attics without storage 10 DESCRIPTION OF FASTENER LOCATION _ 16. Double joists under parallel partitions and under whirlpool tubs. inches g 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; ( ITEM ROOF FRAMING Fuel gas code; Existing building code; Property maintenance code. 17. Metal flashing shall be installed were concrete abuts wood, and/or whirlpool attachments 1-1/2 Habitable attics&attics served with fixed stair 30 10 " g 4-8d BOX (2-1l2")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 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")DR 18. Install joist handers at all flush structural load bearing conditions. Dishwasher on separate trap) _ 2 Fire escapes 40 20 2 EACH JOIST,TOENAIL 3-Sd COMMON Additions,Alterations & Renovations: shall conform with Appendix J of the IRC 3 CEILING JOISTS NOT ATTACHED TO PARALLEL TABLE 8802.5.1(9) EACH LAP as amended b the NYS Uniform Code Supplement. Floor drain Guards and Handrails 200 RAFTER LAPS OVER PARTITION Y pP 19. All habitable rooms shall be provided with aggregate glazing area CEILING JOISTS ATTACHED TO PARALLEL Kitchen sink (one or two traps with Or Guard in-fill components onents 50 4 RAFTER HEEL JOINT) TABLE 8802.5.1(9) EACH LAP of not less 8 percent of the floor area of that room, and the minimum ' p 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 COLLAR TIES 4-10d Box (3") OR ventilated. Refer to IRC Residential Code section R303 Laundry tub (one or more compartments) passenger vehicle garages 50 5 OR 1-1/4"X 20 ga RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER 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 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 through Slee 4-10d BOX 1 TOE NAILS ON OPPOSITE SIDE Sleeping P 9 rooms 30 10 OF EACH RAFTER OR TRUSS 4. The mechanicals stems, electricals stems, plumbing systems and solar energy systems, showerheads and bodysprays) Y Y P g Y 9Y Y 21. Vent dryers to exterior as per IRC Section M1502 Stairs 40 20 4-16d OR shall be installed in accordance under latest State approved Building Codes. Vent range hoods as per IRC Section M1503 Flow rate: 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-10d COMMON TOE NAIL All systems are to be designed, installed, &specified by the general contractors; HVAC, Bathrooms/mechanical ventilation as per IRC Section M1507 5.7 m and less 1-1/2 Roof electrical or plumbing sub-contractors. gpm 3-16d BOX O END NAIL P g More than 5.7 gpm up to 12.3 gpm 2 2-16d COMMON 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 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 bear 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 P P 9 Y 16d COMMON of 2000 pounds per square Foot. All Footings shall be 36" below grade Minimum. It shall and on each storyof the dwelling, includingbasement and cellars and not less than 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 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 g' Rafters having slopes greater than 3/12 with P Y g Y P 9 g 3 feet from the bathroom 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 16"O.C. FACIE NAIL disturbed by construction. interconnected and hard-wired to a commercial source. INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") Z Interior walls and partitions H/180 6d COMMON WHENEVER an alteration, addition, or conversion is made to an Existing 10 BUILT-UP HEADER (3-1/2"x 0.162") 16"O.C. FACE NAIL ALONG EDGES W 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 L/360 5-8d BOX(2-1/2"X0.113") (� of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall brought up to code, hard-wired and interconnected. DWELLING- GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL Q be determined by a soils investigation. All other structural memebers L/240 Z SEPARATION MATERIAL 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"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 ��-- O 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content by volume and have of the 2015 IFC:as amended b the NYS 2017 Uniform Code Supplement. " DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH 8-16d COMMON OR FACE NAIL ON EACH SIDE OF END y an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, Y pp FROM THE RESIDENCE AND ATTICS NOT LESS THAN T INCH GYPSUM OR Exterior walls-wind loads/brittle finishes SIESMIC BRACED WALL LINE SPACING<25 �_ P 9 Y P P P Shall be Installed outside of each separate sleeping area in the immediate EQUIVALENT To THE GARAGE SIDE L/240 13 12-16d BOX 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 Exterior walls-wind loads/flexible finishes L/140 DOUBLE TOP PLATE SPLICE SDCs A-D2 WITH FACE NAIL ON EACH SIDE OF END v, 0 i International buildingcode and NYS amendments. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 12 16d(3 1/2"x 0.135") shall be permitted in lieu of carbon monoxide alarms. BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) I.IJ 'GI All Concrete shall conform to the latest ACI standards. L=span length,H=span height ••.J ES)SUPPORTING FLOOR/CEILING ASSEMBLIES W All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S) FOR SEPARATION REQUIRED BY IRC-8302.6 NOT LESS THAN 1l2" BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL-INCH GYPSUM BOARD 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL � O 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) Q D U) of ASTM A 615,A 706 or A 996. BOTTOM PLATE TO JOISTRIM JOISTBAND JOIST 316d BOX " NOT LESS THAN 1/2"INCH GYPSUM BOARD RAFTER/CEILING JOIST HEEL CONNECTION 15 , , - 3 EACH 16O.C.FACE NAIL GARAGE LOCATED LESS THAN 3 FEET FROM A W 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 WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL L1- required reinforcement shall be in accordance with IRC Table R404.1.2(3), R404.1.2(8) section R602.10.4.2 Continuous sheathing method. I EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF W O O End conditions for braced wall lines for the continuous sheathing shall conform SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON 3-16d BOX END NAIL 0 z Location of Reinforcement: The center of vertical reinforcement in basement walls shall be OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION ALL H ATTACHMENT OF GYPSUM BOARD ROOF SPAN to Figure 8602.10.7. Braced wall panel connections SHALL COMPLY WITH TABLE 8702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 0- rW U 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 0 V l_ Vertical reinforcement in basement walls determined from table R404.1.2(8) shall be located RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 7FT28 FT 36 FT 2-16d COMMON 0n v f to provide a maximum cover of 1-1/4 inches from the inside face. 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be SHALL MEET ASTM Ell 9AND FIRE STOPPING PER ASTM E814 OR UL 1479 3-8d BOX �"II_ � Z) O P NUMBER OF 160 COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 2-8d COMMON FACE NAIL ^ W r , provided to transmit the applicable uplift forces in section R80211.1 from the Ii V Concrete basement foundations shall have horizontal reinforcement as follows: roof assembly to the foundation. 3: 12 16"O.C. 5 8 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 s 8 10 wall and One#4 bar near mid-height of wall, asphalt shingles shall be tested in accordance with ASTM D 7158 and classified Fastening Schedule for wood structural panels E Height: e#4 bar 12 inches of the top of p g 5: 12 1s"O.C.. . 3 5 s s _ g as per Table 8905.2.4.1 of the IRC Residential Code. o. Greater than 8 foot Wall Hei y wall and One#4 bar near the third points in the wall story. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 a� 2 r (OD 2 c a°L FLOOR FRAMING w•-.---- E � �, y� °copper .- roofingnails, minimum 12 gage shank with a minimum - Type Less than or less than or less than or � m o ° ° ° c N ° 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All 3/8" nch diameter head. The fasteners shall penetrate throe h the roof sheathin equal to 4 feet equal to 6 feet equal to 8 feet 9: iz 1s"D.C. 3 4 4 5 ° o 0 °co P g g 4-8d BOX �°- oma -6 and CIO Framing lumber shall be DOUG-Fir Larch#2 or better, E=1.6 X 10 6 and com I 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 -� ° N _2 L ° comply P 12: 12 16"O.C. 3 3 4 4 3-8d COMMON - A c c" o Min. Fb for dimensional lumber= 850 psi. but not less than 4 per strip. No 8 Wood screw JR,w °'@ C.0 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better, based anchor with 16 inches 10 inches 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON c a, N Y P on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 22 PLATE(ROOF APPLICATIONS ALSO) 1od BOX 6"O.C.TOE NAIL �, cn 2 c ° o.� ° ° c 3 Including but no tlimited to: Deck Framing, Posts, Headers, Girders & Ledgers. 27. Flame S read Index: 8302.9 2 inch embedment T�N.s 3 = ° 3 ° P BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS w a o 0 o L o s wall and ceiling finishes shall have a flame spread index:5 200 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 23 BLOCKING TO JOIST 2-1 od BOX EACH END a rn," c a 2 2� N 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Insulation material, vapor retarders within roof, floor,wall, ceiling assemblies CONNECTION SHALL BE INCREASED AS FOLLOWS: 2-8d COMMON N = - j a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D & attics shall have a flames read index:5 25 No 10 Wood screw L a� o c- s o `o ? P 4-16d BOX u c o.-. or stainless steel. based anchor with 16 inches 12 inches 9 inches H c/ H r HEEL JOINT AJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL a? o C=-0 ;? c m W•°f m b. Use Copper flashing Only against ACO Lumber Sill Plates 2 inch embedment on center on center r .N N E ° y PP 9 Y 9 Smoke-developed Index: 8302.10 on center - �•_ � a N C a L N c.) All Structural connectors i.e. simpson strong-Tie or USP, etc wall and ceiling finishes hava asmoke-developed index 5 450 lenght 1 / 3 1.5 25 2" PLANKS(PLANK&BEAM FLOG'&ROOF) 3-16d COMMON AT EACH BE14RING,FACE NAIL m c a'E Ta m-o T ° U w shall be Hot-Dipped Galvanized or Stainless Steel. 4-1 od Box g 0 M Cr M E Q=o PP Insulation material, vapor retarders within roof, floor, wall, ceiling assemblies 1 / 4 1.33 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 26 BAND OR RIM JOIST TO JOIST 4-10d BOX PER JOIST installed in accordance with the manufacturers latest installation details, 1 / 6 1.20 3-16d COMMON Z Framing connectors,Allowable Hole diagralms, specifications, etc. 28. SWIMMING POOLS. Shall conform to IRC 2015 Section R326 and as amended a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. "Micro-Lam" Design Stress: E := 1.9, Fb= 2,600 psi, Fv = 285 psi by the NYS Building Standards and code 2017 UNIFORM CODE SUPPLEMENT 27 BUILT-UP GIRDERS AND BEAMS I Od Box 24"O.C. FACE NAIL TO TOP&BOTTOM U) 0 = "Parallam PSL" Design Stress: E= 2.0, Fb =2,900 psi, Fv= 290 psi STAGGERED ON OPPOSITE SIDES 9 P P dated March 2016. b. Fasteners shall be installed at opposing ends of the wood structural panel. W F- � 0.. "Anthonyower Beams Design Stress; E = 2.1, Fb= 3000 psi, Fv= 300 psi Fasteners shall be located a minimum of 1 inch from the edge of the panel. 4-isd Box U) F_ () Y g g P IRC TABLE 802.11 2$ LEDGER STRIP SUPPORTING JGi:TS OR RAFTERS 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 Cn p 10. R310.1 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 Z J 29 BRIDGING TO JOIST 2-10d BOX EACH END, TOE NAIL each sleeping rooms in basement, habitable attics, and every sleeping room NYS 2017 uniform code supplement. Provide, but not limited to: Solar ready not less than Z inches into the building frame. Fasteners shall be located not less than RAFTER ROOF EXPOSURE C � J Z shall have at least ONE operable emergency escape opening as follows: 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. SPACING SPAN L1J Q O F- 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 SUBFLOOR, ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND = Of U W E A. Minimum net clear opening of 5.7 square feet. d. Where screws are attached to masonry or masonry/stucco, they shall be attached 130 14o PARTICLE BOARD WALL SHEATHING TO FRAMING W Ili Except rade floor openings shall have a minimum net clear g " y " q using vibration-resistant anchors having a minimum ultimate withdrawal capacity of TABLE R602.3 (1) C) F- N p gA permanent certificate indicating the solar-read zone and other requirements of g 9 p Y ROOF PITCH ROOF PITCH (n Z LL � � opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. 1,500 pounds. < OF Z 5:12 <5:12 2:512 SPACING OF FASTENERS W Q B. Minimum net clear opening height shall be 24 inches. DESCRIPTION OF NUMBER AND TYP (� -J 0 BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING IL C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 16"O.C. 12 214 201 263 241 PANEL EDGES SUPPORTS GABLE END WALL FRAMING -71 D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". Exterior glazing in buildings located in Wood-Borne debris regions shall from the inside of the room without use of keys or tools. be protected from wind borne debris. 16"O.C. 18 277 259 342 322 6d COMMON(SUBFLOOR,WALL) Y Glazed opening protection shall meet the Large Missle test ASTM E 1996 30 3/8"- 1/2" 8d COMMON(ROOF) 6" SEE NOTE A 6" WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to IRC Section 8507 16"O.C. 24 340 31s 422 396 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 31 " 8d COMMON 6" SEE NOTE A 6" Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions &Alterations: Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 19/32"- 1 EXCEPTION: Grade floor or BELOW grade floor openings shall have It shall be the responsibility of the General contractor or his subcontractors to submit ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. in detail the design, calculations, drawings, written statements of the mechanical, (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 32 427 398 529 496 32 1/2" GYPSUM SHEATHING 1-1/4"SCREWS TYPE W or S 7" 7" wind speed is 130 miles per hour or greater. 0 air conditioning, ventilation. heating systems ( new, existing or upgraded) 16"O.C. 36 469 438 538 547 LU 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. 42 535 499 664 622 O Handrail Height measured above stair tread nosing, shall not be less than A. EXCEPTION: 1s"O.C. 4s 599 559 745 697 Cr) z 34 inches and not more than 38inches. All Handrails shall be continuous • 6" DIAMETER -► Wood Structural panels with a minimum of thickness of 7/16 inch EXTERIOR WALL WOOD STRUCTURAL PANELS W 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 R602.3 (3) N 6 Q to a point directly above the lowest riser of the flight. Handrails adjacent to protection. Panels shall be precut& predrilled to cover the glazed openings W with attachment hardware provided in the table below. to J a wall shall have a space of not be less than 1-1/2 inches between the wall - WOOD WALL NAIL SPACING �- Q and the handrail. see IRC code for exceptions, Refer to CONSTRUCTION TYPE Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD Q U-1 V P dry TABLE 507.2 STRUCTURAL PANEL STUDU) IRC Code for grip size specifications. "l°, '91", °III°, "IV", OR°v" Attachments shall be provided in accordance with the table DECK LEDGER TO BAND JOIST CONNECTION NAIL SIZE PENETRATION STRUCTURAL THICKNESS SPACING EDGES FIELD as follows: PANEL SPAN RATING 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30" REFLECTIVE RED JOIST SPAN 8d COMMON NAIL PANTONE#187 CONNECTION 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" above the floor or grade below shall have a railing not less than 36 inches (2.5"X 0131") in height. Railings shall have Top rails and Balusters and Bottom rails that are ;� DETAIL <6' 6'1"To 8' '1"TO 10' 0'1"To 12' NO MORE THAN 4 INCHES APART. EXCEPT. the triangular openings formed 1/2"DIA. LAG SCREWINTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 ~ ' by the riser, tread and bottom rail of the guard rail at the open side of a stairway & 1/2" MAX. SHEATHING 30" 23" 18" 15" JAN 2 4 1)20 are permitted to be of such a size that a 6 inich sphere cannot pass through. REFLECTIVE WHITE FIELD GYPSUM BOARD FRAMING SPACING OF FASTENERS , Open sides of stairs with a total rise of more than 30 inches above the floor or 1/2 DIA.THRU BOLT GYPSUM BOARD grade below shall have guards not less than 34 inches in height measured �' 36" 36" 34° 2s° APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS & 1/2" MAX. SHEATHING THICKNESS TO WOOD FRAMING vertically from the nosing of the treads. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 FRAMING SPACING NAILS scREws NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 121"TO 14' 14'1"TO 16' 6'1"TO 18' CEILING EITHER DIRECTION 16"O.C. 7" 12" 5d COOLER NAILS 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window DESIGNATION FOR STRUCTURAL 1/211 WALL EITHER DIRECTION 16"O.C. COMPONENTS THAT ARE OF 1/2" Applicant shall provide engineered wood placard 1/2 DIA. LAG SCREW8" 16" opening is located LESS than 24 inches above the finished floor and GREATER on or adjacent to electrical meter box for field inspection. & 1/2" MAX. SHEATHING 13" 11" 10" CEILING EITHER DIRECTION 16"O.C. 7" 12" TRUSS TYPE CONSTRUCTION 6d COOLER NAILS than 72 inches above the finished grade or other surface below on the exterior STROKE 5/$ WALL EITHER DIRECTION 16"O.C. 7" 12" of the building,the window must be provided with a window opening control device "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, 1/2" structural plywood v p• GIRDERS AND BEAMS for new dwelling and/or an addition,alteration Panel Attached t0 1/2"DIA.THRU BOLT 24" 21" 19" TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR .--i " g y g & 1/2"MAX. SHEATHING GARAGE CEILING that compiles with IRC 8312.2.2. Window Opening Control Devices. g y is"o.c. 6" 6" EQUIVALANTDRYWALL SCREWS. � � $�•, �"� � Pre-Engineered Wood Construction And/or Timber Construction R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Frame Iln accordance 5/8" PERPENDICULAR SCREWS SHALL COMPLY WITH () Z 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in shall be affixed on or adjacent to any electric box attached to the exterior with Table 8301.2.1.2 HABITABLE IRC SECTION R702.3.5.1 g LEDGERS SHALL BE FLASHED accordance with IRC R302.11 thru R302.11.2 and Draftstopping shall be "FR" FLOORAND ROOF FRAMING of the structure for field inspection International Residential LAG SCREWS SHALL BE STAGGERED PER IRC R507.2.1(1) > M installed per IRC R 302.12 thru 8302.12.1 UNDER SECTION 602 OF THE BCNYS A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE v code of NYS END WALL FRAMING SHALL BE SPACED 6"O.C.. W 10 0 Fireblocking materials R302.1 1.1 shall be as follows: A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO INTERMEDIATE SUPPORTS , 1. Two-inch nominal lumber SHALL BE SPACED 6"O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON CENTER TO 2. 1/2" gypsum board TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING Ocz `� M 3. Batts or blankets of mineral or fiberglas shall be permitted for compliance OF FOUNDATION MATERIALS DESIGN CRITERIA WINDOW UNIT with the 10 foot horizontal fireblocking in walls constructed using parallel CLASS OF MATERIAL LOAD-BEARING PRESSURE rows of studs or staggered studs. Crystalline bedrock 12,000 psf m:'h 4, cellulose insulation installed and tested in accordance with ASTM E 119 or Sedimentary and foliated rock 4,00o psf Wind speed: 5140 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ", F:,;� :� e a�^ ''fit '�. UL 263 for the specific applications Sandy gravel and/or gravel(GW and GP) 3,000 psf NO Of stories: 2 ,�'V�: 'd P pP Sand,silty sand,clayey sand,silty gravel and clayey gravel WIND DESIGN SUBJECT TO DAMAGE FROM (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND* Draftstoppping material 8302.12 shall be as follows: clay,sandy clay,silt clay,clayey silt,silt and sandy silt SNOW SPECIAL WIND WIND SIESMIC WINTER ICE SHIELD AIR MEAN In combustible construction where there is usable space both above and y Roof pitch: per plan PLYWOOD STORM PANIEL SPEED TOPOGRAPHIC BORNE FROST k, p (CL,ML,MH and CH) 1,500 psf LOAD (MPH) EFFECTS WIND DEBRIS EXPOSURE DESIGN WEATHERING LINE TERMITE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL `;] :{ N below the concealed space of a floor- ceiling assembly, draftstops shall be Bldg Length per plan SHUTTER DETAIL REGION CATEGORY CATAGORY TEMP REQUIRED HAZARD INDEX TEMP ZONE DEPTH � -`_k.=.i; 4 Y Bldg Width Per Ian a.When soil tests are required b Section 8401.4, installed so that the area of the concealed space does not exceed g p Refer to General Notes for Panel M MODERATE the allowable bearing capacities of the soil shall be part of the recommendations. 20 LBS 6140 NO NO NO B B SEVERE 3'_0" 11 YES NO 1500 or less 1,000 square feet. Draftstopping shall the concealed space into approximately bldg aspect ratio: 3:1 TO HEAVY fastener requirements. equal areas.. Draftstopping shall be provided in the following locations: b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf NailingSched: IRC 1. Ceiling is suspended under floor framinlg.are likely to be present at the site, the allowable bearing capacity shall be M.WITHIN 1 MILE OF THE COASTAL HIGH WATER LINE WHERE THE ULIMATE DESIGN WIND SPEED IS 130 MPH OR GREATER 2. Floor framing is constructed of truss-type open-web or perforated members. determined by a soils investigation. *GROUND SNOW LOAD IN ACCORDANCE WITH 2017 NYS UNIFORM CODE SUPPLEMENT-FIGURE R301.2(5) Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PAN ELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ONWIND SPEED n=°T JR6023il° , ° , fasten king stud to header with CONTINUOUS RIM FULLHEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header ; ; ; ; 6-16d sinker nails • • _•_ _ _ _ •• • ET - : 1 OR END JOIST TH CONTINUOUS IM ADDITIONAL FRAMING shall occur at top of wall' = ='= = n'= = ='-r I= ='= ' ' R602.0.3(3)GYP.BDBFASTENING.)& A NE OR END JOISTR MEMBER DIRECTLY ABOVE @ 16 • fasten top plate to header with CONTINUOUS ALONG LENG "OC ALONGOF BRACED W LL PA L BRACED WALL PANEL ° • • ° two rows of 16d sinker nails 3"D.C. 4"OC AT THE PANEL EDGES,INCLUDING BRACED WALL PANEL Header shall be Top pl@fastened to the requir0 BOTTOM PLATES AND ALL king stud with Braced wall line HORIZONTAL JOIINTS BLOCKED.(60TH SIDES) 2-16d NAILS EACH SIDE 6-16d sinker nails continuously sheatedI I I I ISCREWS(1 5l8"TYPE W OR S) � ( with 1/2"wood Minimum 40001b header-to-jack-stud �„ X Fasten sheathing to header with 8d common naistrap on both side of opening 1'I METHOD CS WSP: •'m attern as shown and 3 in.o.c.in all framin stustructural panelsAS PER TABLE R602.3 3 8d 6"O.C.ALONG R r' Minimum 40001b header-to-ack-stud stra( ) 8d 6"O.C.ALONG = w@ TOE NAIL 3-8d NAILS pg( opposite side of sheathing EXTERIOR SHEATHING ATTACHED BRACED WALL PANEL Sd 6"O.C.ALONG @ 1 P .I WITH 8d COMMON NAILS BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER o E ° BRACED WALL PANEL k on both side of opening opposite side of Panel splice edges shall occur over .I (0.131 X 2.5"LONG) ° sheathing and be nailed to common blocking I' AT 6"O.C.ON EDGE AND 12' O.C. a° within the middle 24"of the portal- BRACED FIELD BRACED WALL PANEL BRACED WALL PANEL x �, Min.Double 2x4 framing covered with minimum P BRACED WALL PANEL BRACED WALL PANEL m 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: BRACED WALL PANEL g i• P 9 M b with 8d common nails @ 3"o.c.in all framing is required in each panel edge. _ I'I I' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG !• (studs,blocking,and sills)typical if needed 3-16d @ 16"OC ALONG ! l'� I I I' WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH !° • I•I BRACED WALL PANEL 3-16d @ 16"OC ALONG @ 2'to 18'(finished width) W I'I WITH IRC TABLE R702.3.5 OR BRACED WALL PANEL BLOCKING MEMEBER Min Double 2x4 or BRACED WALL PANEL ie Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural _ ;I I,I I I I' TABLE R602.3(1)FOR EXTERIOR WALL SHEATHING ! per Table R602.10.5 panel sheathing _ .Fi. J _ _ _ _ _ •� _ 4' CONTINUOUS RIM ORCONTINUOUS RIM OR ! Min double 2 x post I'I I' ALL HORIZONTAL PANEL JOINTS END JOIST ! Min.(2)2x4 typ, (Table R602.7 1&2 'I I I END JOIST No.of jack studs per •I I•I SHALL OCCUR OVER AND BE ! ) -�.�� Min. (2)11/2"Diameter anchors h N u �rf installed per section R403.1,6 Z NAILED TO COMMON FRAMING •I I,I I I I' OR BLOCKING WITH WITH PANEL 2-16d NAILS EACH SIDE with 2"x 2"x 3/16"plate washer W .I I cV I'I I; EDGE NAILING IN ACCORDANCE INTERIOR'" I� WITH THE IRC SECTION R602.10.10 ADDITIONAL FRAMING �_ I I'I' I•I FULL HEIGHT BLOCKING SPACING I. CONTINUOUS ALONG LENGTH I MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING 0 2 x 4 or 2 x 6 STUD WALL OF BRACED WALL PANEL 16"O.C.ALONG .I I'I I'I I. BRACED WALL PANEL @ •I I•I I•I I. 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 ;I ISI I'I I; CO Q •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(2) FIGURE R602.10.8(1) Attach Sheathing to W Q �-- 'I BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate O W BRACED WALL PANEL CONNECTION WHEN 8D common nials ° i to joist per Band or Rim joist wi to joist per O PARALLEL TO FLOOR/CEILING at 3"o.c.Top an PERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched. 8D common nials nailing sched. FRAMING FRAMING Bottom i-4 ;-0 at 3"o.c.Top and °e °_° ZRimJoist 0 (� Rim Joist per Plans W 'n �n LL FASTENING REQUIREMENTS FOR vJ �J BRACED WALL PANEL AS PER ° ° . ° . . . nchor perpdOWOOTABLE R602.3.(3) 2 �Holdowns per plans L 3 = METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION- FIGURE R602.10.6.4 a- W U Z 0 0 : 0� Z) po Simpson i 1-1/4 gals. x 20 gage 0- W U H2A Stud To Rafter coil strap with (5) 8d common Connector Were the distance is SIMPSON H2A ° between 9-1/4" to 15-1/4" at each Rafter. With nails in each end at each rafter. CEn ° Typical Metal provide blocking @ _ M'N Strapping WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter ° o �,'� braced wall panels PROVIDE@STRUCTURAL RIDGES o 0 cn at Openings iv (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field M t 0) �� o a 2 r Horizontally attached (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each sidle 80 o ° a plywood sheathing of Ridge to have a a c c Z o ° " m c o m shall have Solid Blocking Schedule Dwg-1 2 -8 ,on o, Y a.�r `o • @ all Plywood Joints 6aRC o u° o o W o � o Simpson LS s ewa a hanger � _ _ 2 _ SIMPSON H2A `� ° U w ~ p.U Y N N Y `Y Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil _ ° 3 0 r ='ate 3 o 3 ° rafters attached to top (5) 8d x 1-1/2" nails in Rafter h o o N s Strap with (5)-8d common nails = �, a� ° plate with 8d nails @ 6" D.C. (2) 8d x 1-1/2" nails in plate �, N �' a o L S in each end. catch jack studs M M-_'- = N '= ° E along length of braced wall (5) 8d x 1-1/2" nails in Stud Look Out Blocks L a� _ _ o 3- `o DOUBLE and window or door Header. _ =w w _- In IV Comer Holdowns A17 a ff '"t = m Refer to plans panel: STUD AT TIE for locations - Typical °° :N N co 0 M E = a)L) N Less than ~ ° ° �°_ _ °' 2 � = a if required T Ical each side and ALL or Equal Gable End Wall SIMPSON LFTA windows and doors. Q)C a r _ °' 0 ' cD WITH 16) 10D NAILS RIM JOIST BLOCKING BETWEEN RAFTERS la) BRACED WALL PANELS t0 12" U y CC Cr M a. o a ( IRC602.10.8.2 (1) RAFTER-TO-STUD CONNECTOR & ' - ALLOWABLE LOAD: 1,205 LBS � NTS Sill Strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS NTS RAFTER TO RIDGE STRAP IRC 802.3.1 TYPICAL HOLD-DOWN BETWEEN this page. TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS cp (� FIRST AND SECOND FLOOR WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLARTIESa 48"O.C. N.T.S. NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THiIRD Z Z Cl) 4 rj N.T.S. 6 7 2-1/2" LONG 8 OF THE ATTIC SPACE AND ATTACHED ^— v TO THE RAFTERS WITH 4-8D INAILS O L� EACH END n Q IiJ <�/ W ALL THRESHOLD CAREFULLY J LJ� FLASHED&CAULKED TO TREATED WOOD Q �_ 0 PREVENT WATER INTRUSION DECKING SECURE TO TOP OF RIM JOIST WITH SIMPSON BSC CONTINUOUS FLASHING EXTENDED 10D THREADED NAILS OR ( I /COMPOSITE RAILING MEET PAST JOIST HANGER #10 X 3"WOOD SCREWS /// SYSTEM.VINYL RAILING AT 6"OCC. OUTER THIRD I I TOP AND BOTTOM RAIL CUT AND COLUMN RAND POST TO HEADER CONNECTOR OF SPAN ONLY GALV.DECK HANGER COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH EXTERIOR OR SIMPSON LUS26 @ 2X6 ATTACHED PER I�I FOR CODE SIMPSON ABU POST 12" Nein BEARING WALL SIMPSON LUS28 @ 2X8 MANUR SPECIFICATION I I 4"TREATED POSTTO CONCRETE BRACKET SIMPSON LU S28 @ 2X10 @ FRONT PORCH DECK SIDE COVER 2"MINIMUM X 4 TREATED POSTS o. NOTCH GREATER LAG BOLTED TO JOIST THAN 50% 2X P.T.LEDGER; MUST BE GREATER THAN AS PER MANUFACTURES 2-1/2"GALVINIZED CARRIAGE BOLTS 1/4 JOIST Q - ` CLEAR OR EQUAL TO DEPTH OF DECK JOIST AND OR SIMPSON SD STRUCTURAL DEPTH,MAX. � � (PERCENT)OF SPECIFICATIONS. CONNECTOR SCREW 2"MIN. 116 JOIST PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE NO GREATER THAN THE DEPTH OF THE RIM JOIST O 1/2"DIA.GALV BOLTS W/ GRADE 113 JOIST DEPTH MAX. S W META-TIE FASTENED ACROSS AND - = ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED 2 x JOISTS I LOCK WASHERS. ADHESIVE ANCHORS:HIGH-STRENGTH ~ TO THE PLATE AT EACH OF THE N� GALV LAG SCREWS PER IRC TABLE R507.2 AND EPDXYANCHORING ADHESIVE FOR DEPTH,MAX, Q PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) O 2x RIM JOIST ATTACHED WITH USE WITH THREADED ROD Use 1-1/4" Metal 0) Z NOTCH WITH 8-10D NAILS EACH SIDE see Schedule on DWG-1 Z_ MECHANICAL ANCHORS;SIMPSON r' (n (3)10D THREADED NAILS OR Coil Strap 20 Gage C) C') ti of la screw shall full extend beyond WEDGE-ALL WEDGE ANCHOR Q the inside face of the band joist. y (3)#10 X 3"WOOD SCREWS Solid sawnjoist and rafter 12" Min "' (5) 8d common nails uJ TOP PLATES ;:�*J . ;y SIMPSON H2.5 AT notchin and boring limits. in EACH END at } > Q PIPE • '. ' EACH JOIST FOOTINGS MUST '' EACH Stud. Q w SIMPSON BC BEAR ON REAR DECK FOOTING 16"DIAMETER NTS 8d @ 6" oc Along to POST GIRDER UNDISTURBED BEAR FOOTING ON VIRGIN SOIL CONNECTOR SOIL 36"MIN.BELOW GRADE Braced Wall Panel FIGURE R602.6.1 MAXIMUM OVERHANG 24" FIGURE R602.10.8(1) TOP PLATE FRAMING TO R5P.T. POST TO CONC. PIER & FOOTING WALL TO WALL STRAP ACCOMMADATE PIPING LEDGER BOARD ATTACHMENT TO BAND JOIST (CEXTERIOR DECKS CONNECTION � PORCHES & DECKS NTS NTS 10 11 WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS 12 DECK / GIRDER & RAILING DETAIL 13 SIMPSON ABU INSTALLED IN ACCORDANCE 14 15 NTS WITH SIMPSON SPECIFICATIONS AND DRAWINGS. H 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 � Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails with (5)-8d common nails SEE TABLE 507.2 z FASTENERS at each stud at each stud TOP PLATES TOP PLATES N IN 2 ROWS Strap may be attached OVER at each stud U Strap may be attached OVER ;~ the plywood OR directly to Strap may be attached OVER r o 5"MAX O O O 5.5"MIN FOR 2X8* Studs. Studthe s/wood OR directly to the plywood OR directly to �� a 6.5"MIN FOR 2X10 7.5"MIN FOR 2X12 _ Studs. STUD BORE D HOLE MAX. STUD r+ BORED HOLE MAX. DIAMETER 60% f�O @O DIAMETER 40% (PERCENT)OF STUD (PERCENT)OF 0 DEPTIH ° iP °` \ " E BLOCK SOLID STUD DEPTH 2"MINL „ , 3-16d @ 16 oc Along BETWEEN JOISTS U to°O .� 5/8"MIN. 5/8"MIN. 5/8"MIN. /8"MIN, LAG SCREW OR THRU-BOLT Braced Wall Panel - o TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 3/4"MIN _ " "• NOTCH MUST NOT E,1II III- ° a�°LN FIGURE R602,10.8(1) r' ® � NOTCH MUST NOT G EXCEED 40% 1,,III ILII II N EXCEED 25 /° - - (PERCENT)OF (PERCENT)OF ° ^•° STUD DEPTH STUD DEPTH - � PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS U U FOUNDATION-SILL-STUD � R BORED HOLES SHALL PER FIGURE R507.2.10) OF 2015 IRC CODE c_ IF HOLE IS BETWEEN NOT B=LOCATED IN STRAPPING BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS i x1% / � 60%(PERCENT)OF ° Q NOT BE LOCATED IN STUD DEPTH THEN SECTION OF THE CUT 'Distance can be reduced to 4.5" Applies t0 Garage Wall and THE SAME CROSS OR NOTCH IN STUD pp g STUD MUST BE DOUBLE If la screws are used or bolt =_f SECTION OF THE CUT NO MORE THAN TWO g Slab on Grade Construction 111-1I �� OR NOTCH IN STUD SUCCESSIVE STUDS spacing is reduced to that of _� . . 1-1/4 METAL ` ,, I ARE DOUBLED SII "� ' AND SO BORED lag screws to attach 2x8 STRAPPING �. __ FIGURE R602.2.3(1) FIGURE R602.2.3(2) ledgers to 2x8 band joists (1/2" NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOIST IRC FIGURE R602.6(1)NOTCHING AND IRC FIGURE R602.6(2)NOTCHING AND stacked washers not permitted) RAFTER FACE TYPICAL '•��;�, 0190 yOQ` BORED HOLE LIMITATIONS FOR EXTERIOR BORED HOLE LIMITATIONS FOR INTERIOR FOUNDATION-SILL-STUD 0 N`;� WALLS AND BEARING WALLS NION-BEARING WALLS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 1 7 18 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 19 STRAPPING 20 - OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 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 Fill entire Cavity to up and out of the and lay on plywood R-38 Batt Insul. ATTIC INSULATION Sealant subfloor way for access attic hatch - R-value EIING FRAMING Sheathing Insulation dams thin profile structura Tub equal to the CeilingDouble Frame Attic /� Typ Roof Const. r f Typical q access opening ,/ - Base platy prevent loose-fill Air Seal insulation from sheathing as a tstop Yp Insulation requirement x CJ w/ insulation Sealed to falling through behind tub exterior wall T Fascia as per drawings floor Gasket g g Continuous Be _ Typ access of Sealant or Soffit see Sealant adhesive ; Const. Dwgs solid blocking Sealant Sealant or 1 min Rigid or rigid insulation - ---�"'� adhesive Insulation. Air eal stairs sealed around Weatherstripping Adhesive Casing EXPANDING FOAM SEALANT Typ. Exterior wall Sealed at perimeter four edges Panel frame gap g ONTINUOUS BEAD OF SEALANT finish w/ soffit material with caulk 1/2 Gyp. Wall See Const. Dwgs Pull-down Sealant 1x2 Stop 1/2" plywood Board RECESSED LIGHTING FIXTURE DRYWALL CEILING staircase or foam attic hatch DRAFTSTOP & SEALANT AT (see plan for size) RAFTER ON PLATE PULL-DOWN STAIRCASE i EXTERIOR WALL OF BATHTUB AIR SEALING AT PREMANUFACTURED DRAFTSTOP DETAIL (cry. INSULATION AND WEATHERSTRIPPING ATTIC HATCH DETAIL RECESSED LIGHTING FIXTURE CANTILEVERED FLOORS DETAIL Thin profile _ structural Eave baffle installed _ " z Fireplace enclosu sheathing , .K-$ '' ;;r.-- `• � W insulated to top g adjacent to soffit and eave U of ceiling floor Sheet Seal joint with etal irestop CONTINUOUS BEAD the top offe shall the attic extendover �. z OF SEALANT �,. W support Non-combustable as per IRC chapter 11 TYP. ROOF CONST. Q blocking sealant SUBFLOOR GLUED,CAULKED OR GASKETED (R40202.3) 1/4" structural sheathing TO RIM JOIST/RIM CLOSURE 2 x CJ W/ INSULATION Sealant or as enclosure liner sealed Typ Fascia AS PER DRAWINGS W Q Table R402.4.1.1-Air barrier and insulation installation. adhesive at perimeter and seams. SEALANT Soffit see , . ' OR HERS RATER 0 W Q Pre-Fab Fireplace Const. Dwgs I D TABLE R402.4.1.1 > Refer to manufacturersrr nn AIR BARRIER AND INSULATION INSTALLATION specs for installation SILL PLATE INSTALLED SEALANT ? W (n V p OVER GASKER SILL ' U) W O O COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa bQ,D, manual a SEALANT Typ. Exterior w See Const. Dwgs O Z = General A continuous air barrier shall be installed Air-penncable insulation shall not be used as a sealing material �b`,a pieal foundation & framing D- W (� z requirements in the building envelope. . Exterior thermal envelope contains a See architectural plans Y (� F- continuous air barrier. AIR BARRIER AT FOUNDATION TO BAND JOISTS � •. K r4 Breaks or joints in the air barrier shall be AIR SEAL DETAIL (a� PREFAP FIREPLACE RAFTER SEALING AT ATTIC EAVE r W U ~ joints ` sealed. This detail is for weatherstripping and draft sealing, It is not to be used as a guide for fireplace installation. ,n c 0� Cavity insulation All cavities in the thermal envelope shall be filled with insulation. The Refer to Manufacturer for installation manual. ° E installation density of the insulation shall be at the manufacturers'product EXTERIOR WALL AIR BARRIER SEALING EXAMPLE m� recommendation and said density shall be maintained for all volume of ° each cavity. Batt type insulation will show no voids or gaps and w a -- 'cc Y- E � ENERGY NOTES c U W maintain an even density for the entire cavity.Batt insulation shall be ° y installed in the recommended cavity depth. Where an obstruction in T' ( c c i~ 1 0 C c` _: o the cavi due to services blocking,bracing or other obstruction 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be r l w ° ° - N U O O (c O w t}' g g s m o._ .a � 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 provided for each separate heating and cooling system.Temporarily operate LOW DENSITY SPRAY FOAM ^'`"� i r; a;, en°Y ° 6 �Y 2015 International Ener Conservation Construction Code and the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer INSULATION R VALUE IN i ' °' ` ° ° .N a' ° ° 3 cavity.Where the batt is cut around obstructions,loose fill insulation 9Y , .-'' J °_ s _ ° _ 3 ° shall be max 70 F heating �,.- I _ 0 U " ° shall be laced to fill.an surface or concealed voids and at the 2016 ECNYS supplement. The authority having jurisdiction shall be g and 78 F Cooling. ACCORDANCE WITH i 1 0 _ °_" p Y � Rigid Foam or c .- , , � „ a� � � manufacturers'specified density. Where faced batt is used the permitted to determine an energy efficiency program to exceed the HERS REPORT ` '�' P 1 I �' ', °'� " �° `� ` ° °.__ ° N�w �. } 9. R403.3: Ducts - Supply and return ducts attics shall be insulated to a minimum Wood Blocking j ; r =_ a - t N ° installation tabs must be stapled to the face of the stud.There shall be energy efficiency required by this code. pP Y l- ,+" d c o o ° o of R-8 @ 3" or greater in diameter, and R-6 @ ducts less than 3" in diameter. as backdam TYP. ROOF CONST. j w+ j ° _ no compression to the batt at the edges of the cavity due to inset r.2 o � ° s= E o 0 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 ,.;,.p( ° efficiency, International mechanical code, international energy conservation code party using the Manual "J", Manual "S" &"D"submitted at CO. Roof underlayment " `°` ¢N ° �' ° 2x CJW/ I z °_ 12 rt �� �" a� c n E.� a� m ° U. Insulation that upon installation readily conforms to available space and the 2015 ICC and 2016 NYS Supplement. Sealed to dri ed e l r p S n M r � E a=_o shall be installed filling the entire cavity and within the manufacturers' 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall p g AS PER DRAWINGS --• _ r densityrecommendation. be sealed b an approved third art HERS Rater using the OR HERS RATER 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder Y pP party ( ) 9 Ceiling/attic The air barrier in an dropped The insulation in an dropped ceiling/soffit soffit shall be aligned with the and posted on a wall in the space where the furnace is located Manual "J" Manual,"S" & "D"submitted at CO. T Fascia/ Y pp Y pP Typ ceiling/soffit shall be aligned with the air barrier. 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 Soffit see SEALANT insulation and any gaps in the air barrier �� "' r Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. air leakage by an approved third party (HERS Rater) using the Const. Dwgs , �• sealed. manual "J" Manual ,"S" & "D" submitted at CO. non-vented ` 1� '`_� 1 z U) Access openings,drop down 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}' J 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 shall be sealed. 5. Installation -the components of the building thermal envelope shall be installed in 10. R403.4 (Mandatory)Mechanical system piping insulation carrying Typ. Exterior wall W F- Walls The junction of the foundation and sill Cavities within Conners and headers of frame walls shall be insulated See Const. Dwgs � 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. g W plate shall be sealed. Tlne junction of the by completely filling the cavity with a material having a thermal „ „ „ „ 11D". r 0 to late and to of exterior walls shall be resistance of R-3 per inch minimum. or an approved third party using manual J , S & p p p P 11. R403.5.1 (Mandatary)Heated Water Circ&temp maintenance as per DUCT SEALING REQUIREMENTS sealed.Knee walls shall be sealed. Exterior thermal 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 N1102.4.5 WITH SPRAY FOAM INSULATION barrier. 12. R403.6; N1106.3(Mandatory) Mechanical ventilation Shall meet the requirements Windows, skylights The space between window/door jannbs 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 �/ 1 Rim joists Rim joists shall include the air barrier. Rim 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 be Floors(including Tlne 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 b an approved third art HERS Rater using Manual"J„ Anprrvrd wirdnw Y; .-' 0 above garage and exposed edge of insulation. perinanent contact with the underside of subfloor decking or floor „ „ ' operon 7 I'niiinp cev,ce - % +� ' W Factory p Y PPi party ) 9 according to UL 127. and Manuals S & D �' cantilevered floors) framing cavity insulation shall be permitted to be in contact with the F- topside of sheathing or continuous insulation installed on the 14. R404.1 (Mandatory/) Lighting -A minimum of 75% of permanently installed fixtures l; ' " "' Z underside of floor framing and extend from the bottom to the top of all must have high-effiicacy lamps, Fuel gas lighting systems shall not have __ ____ ____ __ __ ------ 1' _ __ _ CA perimeter floor framing members. continuously burning pilots. - N 0 Q .,:J � W 6i Crawl space walls Exposed earth in un.vented crawl spaces Where provided instead of floor insulation,insulation shall be __ __ _____ shall be covered with a Class I,black permanently attached to the crawlspace walls. 24" 4-sphere cannot Approved window fall prevenJon n r }- j Q {3r�"n _C amts) pm"thre,rt,•h device(rortform to ASTM F 209[!) W U vapor retarder with,overlapping joints taped. VENTS: Finished Fr Height U) Shafts,penetrations Duct shafts,utility penetrations,and flue ROOF JL 4 R312.2 WINDOW FALL PROTECTION DIAGRAMS VTR _._ _�. P3103.1 ROOF shafts opening to exterior or OPEN VENT PIPES SHALOM r i TOP OF THE WINDOW SILL SHALL unconditioned space shall be sealed. EXTEND MINIMUM 6"ABOVE }�gjlOC AC•y�B 2„ 2" THE ROOF OR 6"ABOVE THE BE A MINIMUM OF 24"ABOVE THE FINISHED f Narrow cavities Batts in narrow cavities shall be cut to fit and installed to -.•f•'' FLOOR AND GREATER THAN 72"ABOVE THE FINISHED FlniSh"d Fbc.r' _ ANTICIPATED SNOW ACCUMULATION. GRADE OR OTHER SURFACES BELOW ON THE Height Abo:re ' -r the correct density without any voids or gaps or _ EXTERIOR SIDE OF THE BUILDING.SHALL Flri hfiG' r7dC compression,or narrow cavities shall be filled - --- 3' '3 P3103.2FROSTCLOSURE: Finishod Floor Th P Y --• COMPLY AS FOLLOWS: insulation that on installation readily confomas to theWHERE THE 97.5%VALUE FOR available cavity space. :1 1/2" ' 1 1/2" ;1 1/2--:11 1/2" :1 1/2"! 1 1/2'; 1 1/2': 2" OUT-SIDE DESIGN TEMP IS 0 DEG F R312.2.2 WINDOW OPENING CONTROL DEVICES: ~ ' WASHER A ROOF OR WALL SHALL NOT BE LESS OR LESS.VENT EXTENSION THROUGH WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH k r xj ' 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 rir? shed Grade conditioned spaces. ; IN SIZE OF THE VENT SHALL BE MADE TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO LPA 2 N D FL. Floor NOT LESS THAN 1 FOOT INSIDE THE FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE N 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 envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 2" 2" 3" 3" 2„ 2"' � lr� Plumbing and Batt insulation shall be cut neatly to fit around wiring and 3„ !� V wiring plumbing in exterior walls. There shall be no voids or 31 1 M-j � � �•" � gaps or compression where cut to fit.Insulation that on o 3 installation readily conforns to available space shall •• � „ F *--r 0 extend behind piping and wiring. CERTIFICATE ( MANDATORY) N1101.14 (R401.3) M Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be ;1 1/2" 3" ; 1 1/2": 1 1/2" exterior wall showers and tubs shall separate them from the showers and insulated. DW A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE -� 00 2„ BUILDER AND POSTED ON THE WALL IN THE SPACE WERE THE x tubs. FURNACE IS LOCATED. Electrical/phone The air barrier shall be installed behind electrical or 1 ST FL. THE CERTIFICATE SHALL LIST THE FOLLOWING: 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 .-�> A O FOUNDATION (SLAB, WALLS, CRAWL SPACE ETC),AND DUCTS. ; Z� �; ��� U t 1� boots envelope shall be sealed to the subfloor or drywall. 3° 4i 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 the 4" e ,. manufacturer. Caulking or other adhesive sealants shall not RESULTS OF AIR LEAKAGE TESTS, DUCT LEAKAGE TEST. v be used to fill voids between fire sprinkler cover plates and To a New Suffolk Count °c walls or ceilings. ,�_V,1. . 1 0 a ®Q��, TYPE AND EFFICIENCIES OF HEATING COOLING 3 Approved Sanitary System WATER HEATING EQUIPMENT. SOF NENNA IC = insulation contact. PLUMBING RISER DIAGRAM a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. Not to Scale TYPICAL ROOF CONSTRUCTION TYPICAL FLOOR CONSTRUCTION INSULATION SCHEDULE R802.3.2 COLLAR TIES CONTINUOUS RIDGE VENT Class AAsphalt Roof Shingles w/SHALL BE NAILED with 4-1 3/4" Plywood Span Rated Subfloor, shall comply with Res-Check BOX NAILS IN ACCORDANCE fasteners per manufacturer's specification Glued and Nailed in insulation requirements of 2015 IRC & WITH FASTENING SCHEDULE J_ /RIDGE BOARD and IRC 201!5. q accordance with the fastener schedule. the 2017 NYS IECC Supplement RAFTER/CEILING JOIST HEEL R905.1,2 ICE BARRIERS; Ice & Water barrier as per IRC section R905.1.2 Floor joists and Bridging as per Code. JOINT CONNECTION SELF-ADHERED POLYMER MODIFIED (Note: Double underlayment is required Location R-value Thickness SHALL BE NAILED BITUMEN SHEET USED IN PLACE OF es l for Roof slopes between 2 On 12 and 4 on 12 TOGETHER IN ACCORDANCE _ NORMAL UNDERLAYMENT AND p ) TYPICAL FOUNDATION CONSTRUCTION Flat Clg * R-30c 8-1/4" WITH TABLE R802.5.1(9) EXTEND FROM THE LOWEST EDGES OF Framing AS per plans with 1/2" exterior rade �� 12 12 g P p g in accordance with chapter 4 Floor/unheated space) R-30c 8-1/4 (SEE DWG-1 FOR TABLE) 2x4 CT 48" OC ALL ROOF SURFACES TO A POINT NOT p ( p ) WITH SIMPSON H2AAT EACH @ LESS THAN 24 INCHES INSIDE THE span rated structural plywood Sheathing, 3000 psi Air Entrained cast-in-place concrete Floor(outside air) R-30c 8-1/4" RAFTER TO STUD. 8 8 EXTERIOR WALL LINE OF THE BUILDING. Nail to framing In accordance Fastener wall on cast-in-place Concrete Wall Footing Exterior 2x6 walls R-21 5-1/2" ON ROOFS WITH SLOPE EQUAL OR GREATER p g per IRC R806.3 THAN 8/12,THE ICE BARRIER SHALL ALSO BE Schedules & Strapping per detail sheet(s). R403. refer to Foundation Plan for footing size & air seal walls to pass 3 air changes per hour MIN. 1"AIR GAP APPLIED NOT LESS THAN 36"MEASURED ALONG Flashing per IRC R905.2.8 thickness.INSULATION THE ROOF SLOPE FROM THE EAVE EDGE OF THE thickness. Concrete Horizontal and Vertical Above grade attic walls R-15 3-1/2" AND SHEATHING -30C BATTTION BUILDING TYPICAL SOFFIT CONSTRUCTION. Reinforcement per IRC Chapter 4. & gen note #6. Foundation Walls R-11 Draped over walls SULDamproofing per R406. 2- 2x6 approved ( in lieu of insulating basement ceiling) 8" overhangs-typical treated Sill Plates, Sill Seal And Termite shield per Foundation Rim Joist: R-13 - 2" closed cell spray foam Top of late 6" Wood fascia & 6" Wood rake boards. Section R318. Anchor bolts per Foundation Plan All Glazing U = .30 SCGH: .30 Trim in aluminum or use "azek" or equaland R403.1.6 Doors-less than 50% glazing U = .40 R802.3.2 LAPPED JOIST Metal drip edge per IRC R905.2.8.5 Door-more than 50% glazing U = .30 SCGH: .30 SHALL BE NAILED with 4-16d Fully Vented Vinyl Soffits INTERIOR WALL FINISH z COMMON NAILS IN ACCORDANCE WITH TABLE R802.5.1(9) TYPICAL EXTERIOR WALL Provide 1/2" Gypsum Wall Board on ceilings and walls *If part or the entire attic will be decked over with plywood, W 2x6 ICA Wood Studs 16" oc. except basement walls & clgs - unless noted. Min 1/2" the ceiling joists must be deep enough in order to fit the W `° BEDROOM # 1Doug-Fir@ Moisture Resistant Wall Board on Ceiling and all walls batt insulation so that it is not compressed. If not thenQ Double top Plate and Single Sole Plate. in Bathrooms (humid areas) and 5/8" cement board on Clg Jsts will have to be built up or upgraded to the next size. W J R -21 BATT 1/2" exterior Grade - Span Rated walls and ceilings in wet areas. Provide 5/8' Fire Rated INSULATION Continuous Structural plywood Sheathing. gypsum wall Board on walls and ceiling located as per Other Specifications: 0 O Fastened per Fastener schedule. Top of Su floor _ code, manufacturers requirements and drawings. Windows: Us 0.30, SHGCs 0.30 W Q �— To o late - - - -- `- --- - --_ `,� tyvec House Wrap or equal. • z 100% high efficiencylighting CFL's or LED's p ` Vinyl or Woad Siding as per clients selection LADDER&STEPS R310.2,3.1 • s 3 air changes per hour 9 g ( ) O W WINDOW WELLS WITH AVERTICAL installed per Imanuf specs and IRC code. • z All Ener Starappliances � U) Cont. load path strapping installed in accordance DEPTH GREATER THAN T INCHES 9Y p pp 9 SHALL BE EQUIPPED WITH PERMANENTLY 13'-103/4" with drawings. Provide Fire Blocking in accordance AFFIXED LADDER OR STEPS USABLE R403.6 Mechanical ventilation shall be provided that W u) (D U" R-21 BATT WITH THE WINDOW IN THE FULL OPEN pCO INSULATION with IRC R302.11 & R302.11.1 and POSITION. RUNGS SHALL HAVE AN meets the requirements of section M1507 of the IRC W 0 Draftstopping per R302.12 & R302.12.1 INSIDE WIDTH OF AT LEAST 12 INCHES 0 'Z o h SHALL PROJECT AT LEAST 3 INCHES W r) z BEDRQ�M #4 DINING FROM THE WALL AND SHALL BE SPACED R403.7 Heating and cooling equipment shall be ROOM VERTICALLY FOR THE FULL HEIGHT OF Y a manual �— NOT MORE THAN 18 INCHES ON-CENTER sized in accordance with ACCA l J b O �ICL THE wlNDow WELL. certified third party rater. W V �. Top Of Su oor s2'-o" Top of Foundation �SZSZS�SZS�SZSlSZSRS�ZS�SZSiS h .N ° 41� rn m m rn baQ � 57'-3"R-30C BATT -------- 12' 1" INSULATION Girder Z ° 0 ro BARS.GRILLES,COVERS R310.4 TYP.DECK FOOTING c- 'o' voi a, °£ o-o L `o v � c c ��" T-0" 10'0" SEE DETAIL ON DWG-2 .°� o'm o° o sm o BARS,GRILLES,GRATES OR SIMILAR E a•° a a " v; u° ,` e, 4: DEVICES ARE PERMITTED TO BE PLACED BILCO SCAPWELL OR EQUAL ,` c n° m0 > = a`m o OVER EMERGENCY ESCAPE AND RESCUE WINDOW WELL R310.2.3i-1'i — — — — — — - — — i- I a w N ° 3 LV.��3 ° In OPENINGS PROVIDED AS FOLLOWS:NET HORIZONTAL AREA SHALL BE 4'9" m 0, 4) 0 S m°L°.?D, d °d CLEAR OPENING SIZE COMPLYING MIN 9'-0"SQ FT.WITH A 2- 2x8 DECK y ,� rn N•- - s c c WITH R310.1.1 TO R310.2.3 AND SHALL HORIZONTAL DIMENSION JOISTS @ 16"oc r L'E'- m h ;o O'3° : BASEMENT b� BE RELEASABLE OR REMOVABLE OF MIN 3'-0"TO ALLOW FOR p L) C 0 is V o c° a o m t FROM THE INSIDE WITHOUT THE USE EMERGENCY ESCAPE AND :? o o w c ai t .2- m o 2 m c t �,, m c= E m o TO Of OOtln❑ a d; OF A KEY,TOOL,SPECIAL KNOWLEDGE RESCUE. COVER PLACED ._y v m _ o U 0 .7 C C OR FORCE GREATER THAN THAT REQUIRED OVER OPENING PER R310.4 I � �w- �' ¢ � c m c m o TYP.BASEMENT SLAB OR THE NORMAL OPERATION O THE ° -- ° .°° 3 d °X CD U W N :3 FL- fC: U U O n. F I � o °' °' °' ESCAPE AND RESCUE OPENING x 5 2 0 x 5 2 w a o ---------------------------------------------------------------------------------------------------------------------------------- --------- --------- -r------- ------ N ------------- ------------- ---- -- I i I / I - W --- --------------------------------------------- I MAX.FLOOR TO o MAX. LOOR TO ------ SECTION n 21'4" SILL H IC�HT:44" SILL HEIGHT:44" ♦-•, PC PIER I C0 ' 2X8 DEC 111 = '— SPACED UNFIN. BASEMENT N JOISTS @ 16"oc SCALE: 1 /4 1 O DIRECT VENT FURNACE EQUALLY o SLAB INSTALLED yNCONCRETE O i w 0 " INSTALL IN COMPLIANCE c° C7 `�-IJ W/RESIDENTIAL, ENERGY N ACCORDANCE WITH IRC O Lp FIRE BLOCKING SHALL BE INSTALLED cn .Cl) SECTION R506 O z E &MECHANICAL CODE w i IN ACCORDANCE WITH IRC R302.11 4 Cl) O THRU R302.11.2 AND DRAFTSTOPPING ° MAINTAIN REQUIRED SEPARATION .° 0 1 N `� � " w w PER R302.12 THRU R302.12.1 w `O DISTANCE FROM ALL HEAT `o TYPICAL INT.FOOTING/COL I O O PRODUCING EQUIPMENT TO N 24"x 24"x 12"THICK `D a w J N ' CAST-IN-PLACE CONCRETE O @� I w " I OJ COMBUSTIBLE MATERIAL AS PER FOOTING&3"DIA'STEEL OJ 1A o MANUFACTURER'S SPECIFICATIONS COLUMN U- >1 - x AND LATEST MECHANICAL CODE. o N K I 19'-4" 2'-0" - -------- — — -- — — WI% cI I e --- --- •--- --' --'-- ------------ 3-1/2"*-11-7/8"LV --$-- _= I -, OP O Cl) I I .- I ------------------'--- �I I I I r� 13-i 12"x11-7/8"LVLT I I I II N I T_____ I ___ __ I 1 1 I I I _ it ---- -------- ------- ------------------ ------------------ CD Beam Pocket (typ) t._ =r=.z ; ; ; N \I ' UNEXCAVATED shim as req�d n r TYPICAL GARAGE SLAB Y LU 4" CAST-IN-PLACE SLAB T-6/," 3r "--- 6'-8Y+" �'9" 6'-10" 8' i W _ F— W/6X6 W4.0 X W4.0 WWM Q PITCH SLAB-1/4"FT TO Lu GARAGE DOORS N 2x4 FRAME AROUND ----___ ° 0 STAIRCASE FROM FLOOR o Q Q TO CEILING. TREATED SHOE N W W L]L.i -----, PLATE AND GYP.WALL BD N -------- N ; J __ I t•- (n (n U) c~n ° INSIDE FACE OF WALL MIN. iv :; -------- N v } o ° ATTACH RAILINGS. HANDRAILS `o O ° Q W W U ---- -' CO 34"-38"ABOVE NOSING. c ---`---- 2-8"X6" � 2 W' (n DROP TOP OF CONCRETE p cv ________ PC PIER O0 AS REQUIRED FOR UNDER STAIR PROTECTION:AS i O UP EQUALLY UL GARAGE DOOR,SEE PLAN M R302.7 1.2"GYP BD SHALL o FOR GARAGE DOOR SIZE o BE APPLIED TO UNDER S M x --- --------------------------------------------- ---------- N STAIR SURFACES. .-----. CO " ----- - N F� i ----- I -------------------------------- •-----I--- -------- ------------------------ ----------- - ------------------------------ Coll ----------------------------- � ' I �`nJ C A TYP.DECK LEDGER SEE DET. ON DWG 2 1 TYP.DECK FOOTINGvQi SEE DETAIL ON DWG-2 6-0 I 2x6 deck joist @ 16"cc �. 2-2x8 treated girder 3'-0" 16'-0" T-0" rTUl I I 22'-0" 40'-0" -!!� d 62'-0" W � 7:1bO� 00 o ® rq TYPICAL FOUNDATION 8'-0"FOUNDATION WALL HEIGHT O M c� IN ACCORDANCE WITH IRC CHAPTER 4 pCLn TABLE R40►4.1.2(8): FOUNDATION PLANG 8" CAST-INI-PLACE WALL WITH �� ��,F HORIZONTAL REBAR PER IRC TABLE SCALE: 1 /4" = 1 -0" TYPICAL ANCHOR BOLT - IRC R403.1.6 R404.1.2(1) OR SEE DWG-1 NOTE #6. MAXIMUM SPACING: 1/2" @ 72" O.C. ON 16" x 8"' CAST-IN-PLACE CONT. WALL FOOTING, Mechanical Systems A ------- -r EMBEDMENT OF 7" WITH NUT & WASHER. 2 - 2 x 6 ACO SILL PLATES, COPPER TERMITE THE MECHANICAL-HVAC SYSTEMS o�soto Q� 2 BOLTS PER PLATE AND HOLD AT LEAST SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND SHALL BE DESIGNED AND INSTALLED IN WITH PART 01=x ,10 ONE BOLT - 12" MAX AND 3-1/2" MIN OFF TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP ENDS OF PLATES. FOOTINGS 1V TO 2H . MECHANICAL OF THE IRC 2015 �r 4 CODE COMPLIANCE STATEMENTS: NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: Pre-Fab/ Factory Built Fireplaces Plumbing Note: 1. The windows selected for this project shall meet SAFETY GLAZING(TEMP GLASS)IS REQUIRED In accordance with IRC code chapter ALL PLUMBING SYSTEMS SHALL BE the egress requirements of R310. AT GLAZING IN A BUILDING WALL ENCLOSING 10 facto built fireplace inserts shall INSTALLED IN ACCORDANCE WITH 'WHERE THE ry p PART VII OF THE IRC&NYS UNIFORM 2. All windows shall meet Section R308 Glazing and BOTTOM EDGE OFTHE BATHTUBS AND EGLAZING IS LESS be UL listed and labeled and shall be CODE SUPPLEMENT R308.4 Hazardous locations. THAN 60 INCHES ABOVE A STANDING installed in accordance with the 3. Windows were required shall meet the Window Fall SURFACE AND DRAIN INLET. conditions of the listing. Facto Built Electrical Note: Factory-Built protection requirement R312.2. WET SURFACES:R308.4.5 fireplaces shall be tested in accordance ALL ELECTRICAL EQUIPMENT 4. Bathroom windows shall meet the hazardous SOLAR ENERGY SYSTEMS (R324) GLAZING IN WALLS,ENCLOSURES CONTAINING with UL 127. Hearths shall be installed in AND WIRING SHALL BE INSTALLED WHIRLPOOL, BATHTUBS,SHOWERS, IN ACCORDANCE WITH PART VIII OF glazing requirements as per R308.4 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 comply 5. Stairs, landings, railings & guards shall WITH IRC SECTION 324,APPENDIX U EDGE OF THE GLASS IS LESS THAN 60" PERMANENTLY INSTALLED FIXTURES g g p 1✓ &NYS SUPPLEMENT.SYSTEMS SHALL BE MEASURED VERTICALLY ABOVE ANY STANDING OR Fireplace & in accordance with IRC code MUST HAVE HIGH-EFFICACY LAMPS. with R311 & R312 LISTED AND LABELED WITH UL 1741. WALKING SURFACE SHALL BE CLASSIFIED AS for Hearths $ Hearth extension. 6. Outside lighting shall comply with RE 3803.3 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 WITH UL 1703. pTHE MECHANICAL SYSTEMS SHALL 7. Stairway illumination shall comply with R303.6i7 exterior air supply. Exterior air ducts BE INSTALLED IN ACCORDANCE WITH and R303.8 EXCEPTION:GLAZING THAT IS MORE THEN 60" PART V&VI OF THE IRC. SOLAR READY ZONE: MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, shall be UL listed. Factory Built Chimneys ALL MECHANICAL SIZING PERACCA 8. Fireblocking shall comply with 8302.11 thru 8302.11.2 IN ACCORDANCE WITH IRC CODE APPENDIX U FROM THE WATERS EDGE shall be in accordance with IRC code chapter MANUAL"S"BASED ON LOADS 9. Draftstopping shall conform to R302.12 thru R302.12.1 THE TOTAL SOLAR-READY ZONE AREA SHALL BECALCULATED PER ACCA MANUAL"J" NOT LESS THAN 300 SQUARE FEET NOT INCLUDING SAFETY GLAZING IS REQUIRED ADJACENT TO 10 Section 81005 Factory Built Chimneys. DUCT COMPLIANCE WITH MANUAL"D" 10. Flame spread and smoke-developed index for walls ACCESS OR SET BACK AREAS AS REQUIRED BY STAIRWAYS,LANDINGS, AND RAMPS WITHIN and ceilings shall compy with R302.9 thru R302.9.4 THE IRC AND NYS SUPPLEMENT. 36 INCHES HORIZONTALLY OF WALKING SURFACE R303.4 MECHANICAL VENTILATION. W Z ROOF AREA ORIENTATION SHALL BE BETWEEN OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM DWELLING UNIT SHALL BE PROVIDED 11. Flame spread and smoke-developed index for 110-270 DEGREES OF TRUE NORTH. TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN WITH WHOLE HOUSE MECHANICAL insulation shall compy with R302.10 thru R302,.10.5 V EXPOSED SURFACE OF GLASS IS LESS THAN VENTILATION IN ACCORDANCE WITH 60 INCHES ABOVE THE NOSE OF THE TREAD SECTION M1507.3 11. Recessed lighting fixtures rated for z d OR WALKING SURFACE. membrane penetration Shall meet ASTM E119' 1 I ,J W and Fire Stopping as per ASTM E814 or UL 1479 O • 12. Exterior Decks shall comply with R507. _ W Q ROOF PLAN 0� O W Q SCALE: 1/8" = V-0" b2'-o" C) () (0 W 00 0 Oz = O_ UJ U -,G A -- -----, 12'-11" O (D ------- fl� D D O -- ------ I I 42'-0" i - I 2'4" 40'-0" 6-1'/," 12'-3%" 10'-3%" 11'-3'/," ; 0.2 m.N VENT CLOTHES DRYER 'E' mo Q7 IN ACCORDANCE WITH8. o,o c a o CHAPTER 15-CLOTHES ' c c.Z 0 0 DYERS EXHAUST, Framer to verify centerline of window `9 - v °,�' o ° �.o r `o temptemp i 30 X 30 SKYLITE c 0 c c Z m 5- saftey glass PROVIDE WATER-PROOF s fte lass N VAULTED CLG �, o o n 4 u over sin with Itchen layout plan JR c o �, o `o N m o y g provided by Owner or builder. Q o Y �, m Y`Y 36x72 2 18X36 PAN WITH CURB&DRAIN DBLE FRAME OPEN'G r - - - - - - - - - - - - - - - - - - - - - - c w y >n a o 36X36 \ b'-O" x 3'-D" 3'-O" x ro 3'-O" x b'- " 0�� 0 3 s 2-E X 3 0 3 -I (2)1-3/4"x 9 1/4"LVL o 2-2X8 2-2x8 I , n = C r o .0 o - CLOSET 3'-I" Q ° I 15 5� O N 20'-I _ L) c-° o & o 2 �_ E t I I 2-2X8 L L•`- C (CO N N-p 0 O E \ - 8-0 CLG HT R302.5.1 OPENING PROTECTION. _____ t 3 0 2'-0/z U(D 81-1.1- 9'-8" 6'-5" \ _ ----_- _ L 2 ,n- m ¢ c m G m o 11'3/i' \ u U STEEL DOOR,SOLID WOOD O INSULATED SOLID CORE O Z c c 5'/,' fD 3'/z' yz" a 3,�" v 5'/z' 5'/$" co v� DOOR(MIN. 1-3/8"THICK)OR - �0 O u L o r c a`Di o o N FAN /`n nw \��p ca 20-MINUTE FIRE RATED DOOR. N KITCHEN DINING RM _ _ O F m E a•E o a \ iCq 2 o ® cn ry O L - L J / �/A N EACIH WEATHER STRIPPED c� 15'-I" Q' 3'-S" 1 b co M o Q in \ N W/SELF CLOSING DEVICE. O i2 1;�_ t 0 �FAN �> KNEE WALL v ��' L 4 m ' O O "N \��,• oho U CU ---U• ABOVE : O EW r j \. W 21'8 5" 3'-I" m a " N IN O ��.,�£im� HALL c7 co LL OL i 8'-0"CLG HT - / I X: C14 2x10 FLOG 2'-b" cn ----- --- Bedroom #2 \ - 3'-53/," 01 0 - FAN \ N ------------- M / M \ N I-loll =3/" x B Raft8'-0' CLG HT 24" 2 rs Iboc -10 3'6" 2x10 RIOSE C _ ------- 2'6" - - - - - - - --� - - - - ol l4) 1-3/4 x 9-1/4 LVL FLUSH -- ---- q c� 2x10 RIDGE - - - - -- ---- 3-2x10 FLUSH -_---_ - - - - - - - �2 x 8 Rafters lad 16"oc N in z 2'-8 t6 N I / O 2'6" 2x10 FLOOR JOISTS _2xiR�fters c1�1 ------ N W = _---- 0 CO t+1 Q/ - ---- \ -------------------- -p------------------- ---, UL LISTED GAS J fD_ 0I PRE-FAB FIREPLACE + ; d) N i ° ° "SEALED"GLASS DOORS _ 01 Bedroom #3 \�O I AS PER RESIDENTAIL -- t-- GARAGE , ¢ � I o ------- "o to �A M I i NQ/ U_ tY DWELLING GARAGE ' 0 0 CODE-CHAPTER 10 ¢ io a 8'-0"CLG HT - m o Bedrodm #1 \ ih I Q�' -4 VENT TO EXTERIOR _ SEPARATION IN --- --- p N ->,�/ J ACCORDANCE WITH i Q �p 7'0"HEAD HEIGHT -------- y w 8'-0"CLd HT co 0 IRC TABLE R302.6 M O u y 16 CLEARANCE MIN. ________ N \ X U SEE DWG-1 FOR TABLE �I V INCx ROOM " BEDROOM #4 = o I I ------- (D U ' " X INSULATE WALLS 0 = O O04 `r �~ OD v v I ; " COMMON WITH LIVING ; �' 0 gi ^' / X UU - - \ _ N N N N N X I / AREA I _ p l UP 158 0 N N W I I (yC14 0 2'o° 2t'-5" I (2) 1-3/4" x11-718" LV 22' S!6" m 3 Ib'-o" o Z 5?.. 1 31 3'/z" 51 „ W W Q 2-2x10 2-2x10 W W r (n U) J 2-2x8 2-2x8 2 2x8 2 2x8 2-2x8 3-2x10 - X - Ib-O O - I O 2 2x10 - � W I � - -- -- --- - - - - - - - - - - - - - - - - - 3'-D" X X &_0113'-O" X b'-0" 3'-O" X b'-O" Q W W U Z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3'-0"x 6'-0" 3'-0"x 6'-0" 3'-0"x 6'-0" 3'-0"x 6'-0" 3'-0"x 6-0" I _ STOOP O _ Frame Entry with 2x6 raftrers 16"oc and 2x4 Wieling Joists 16"oc h'�I 8x8 POST I TYPICAL RAILING r I� 2'0" 40'0" ------ ------ 2x2BAL I BALUSTERS 42'-0 ______ ______ 2x4BOTTOM RAIL 44 POSTS @ 60"oc. I b'-O° � I <C U w ° ° zz'-o" 40'-0" Z > M ' 8'-1" PLATE HEIGHT R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS SPECIFICATION: o A Plans indicaltesALLSIDE Double " __----- ® aJ x •� c� 2ND FLOOR PLAN _-_---- TOP OF THE WINDOW SILL SHALL Hung Vinyl (Windows and shall be 8-1 PLATE HEIG�F4T ct BE A MINIMUM OF 24 ABOVE THE FINISHED In accordanlcewith IRC R609 16T FLOOR FLAN SCALE: " 11'-011 FLOOR AND GREATER THAN 72"ABOVE THE `������ 1� ,r� � FINISHED GRADE OR OTHER SURFACES To be designed & installed as per manufacturers �E: 1/4 Ii 1,-Oit O BELOW ON THE EXTERIOR SIDE OF THE specification for 140 ultimate design wind speed SG = o �-- AREA; 960 SF BUILDING. SHALL COMPLY AS FOLLOWS: and IRC Table 301.2(2), 301.2(3) S Smoke Detector Glass Type: Low E with a minimum U :5 .30, SHGC :5 .30 AREA; 960 SF Carbon Monoxide Detector � :�, �` � `� R312.2.2 WINDOW OPENING CONTROL DEVICES: EGRESS: shhall meet R 310 co Refer to DWG-1 General Notes > `� WINDOW OPENING CONTROL DEVICE SHALL WINDOW FALL PROTECTION: shall meet R312.2 FIRE BLOCKING SHALL BE INSTALLED In accordance with Section 915 of the COMPLY WITH ASTM F 2000.THE OPENING IN ACCORDANCE WITH IRC R302.11k '1 2015 IFC as amended by the NYS • � c"tom��.. DEVICE AFTER OPERATION TO RELEASE THE Substitutilons 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 8302.12 THRU 8302.12.1 ,��� a AS REQUIRE TO MEET EGRESS R3 OP2.�INC code requirements. •N�-�yT�0 ` 7 CONT. RIDGE VENT 12 12 12 . ASPHALT SHINGLES 12 12 � � 8 12 GUTTERS & LEADERS � $ AS REQUIRED TYPICAL Topof_ late Top_ f Plate_ CONT. RIDGE VENT Vinyl Siding z 12 U 12 a a z00 (� °° W —vinyl Siding (n Q To of ubfloor To of Subfloor W Q –`IroB_ ate 'i'o F519te ry 0 W O LL U) W 0 0 FFR ® Oz = O 11 FT717— nwUZ O 0 I— rZ) 0 � WUI— III I INN U) Topof_ ubfloor To_I of S_u_bfloor Top of_ oundation E To of Foundation o 12 - -- - - - - - - Lo' .tO+ E `mom ° now FT7 O C1� U O C U G w — — ° 1 I 1 1 1 I I I I I I LI11 _ u _ -o�U.omN1m FINISHED GRADE I - — — mow.,.u.- irr�. C L III �_:� 1 FINISHED GRADE �° °' ` m•o. 2 C a U y Y ja7 �y ` Q l ( ° 0 2 c `o m R _a n o c 3 U REAR ELEVATION I � I I � I ; I I I I °° � °��. _° a� �� L J ( L J ( I I I L J I I „ _ LEFT ELEVATION ` N I � _ _ _ ; t = = = � SCALE: 1 /4 — 1 -0 I - — Uc�,� = ap ' p� c Bottom of �� V-011 „ ' I I I � pc�, � c� �02 r = o 0 Footing I I , SCALE: 1 /4 = 1 -0 I I �—' - ` " 1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 _ _ _ 1 — _ _ _ _ _ _ _ _ _ _ _ �, _ _ d c nE m a,v p UU 0 Top of noting �� z = <c�O GradeMinimum – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – – � - - - - - - - - - – - - - - - - - - - - - - - 1 1 To of Footing NM °0a I LOQ LC w a) F- U to aJ F•- 2 E O..0 O d MWLAM O N CONT. RIDGE VENT 12 12 12 ASPHALT SHINGLES 12 12 8 12 GUTTERS & LEADERS 8 AS REQUIRED TYPICAL 00 C) W Top f Pla e To of Plate -_ -_-- .__-__ N CONT. RIDGE VENT N z 0 N Q 12 - w Q w Q 12 W U co o co U) N cn (D Top of Sub f or To f Subfloor i p o P to -To pTte MMEM " Z o Top of Su loor To f Subfloor M Top of Foun ation Top Foundation ,� O I 1 NISHEDG RADE cz _.. . L� - _.._ -„<.: .,.,..v... ..-_a.... ,. .._.... ...•,. .._..._..-.:.e,_.W.., .aW..=.:.�_a.. .. .:.�.:......a._. _- -_.._ . .._. _.._.ti.. ..._,.<_.u..,...._......,..-. w...------;.ar ,,.W . .., .,. .... .,... , . ,.v. ,.._..s ,.,.,.. ..,.....s.,, ....a..._. ..:._ ._,., .m .. ... .M,........ - __a.,...v,.. . .. ., ®..•....... FINISHED GRADE I I o I I I I III I lJ I ' 00 ' ' FRONT ELEVATION I I I ID • I I I L J L J L J l I L J • l ! _ _ . ` I I SCALE: 1 /4” _ V-011 L J L J L J i li. ca 2 C� Top of Fooling Bottom of I I - - - – - — — - 1� –To f –oting Footing - - - - - - - RIGHT ELEVATION ' - – - - – - - – - - - - - - – - - - - – – 'I - - - – – - - - – – – - - - - – - - - - - - - - - - - – – - - - ;r C - — - - - - - — - - — - — - - - - - - - - 1 — - - - - — 36" below - - - - - - - V-011 - – – – – - – – – - - - – – – - - - – – - - – - - - - - - - - - – – - - – – - - - '_,�c� �,�` 7Grade Minimum SCALE: 1 /4" = 1 -0n a .T �1:U4© y� r COrITIr1iJ01EI.2 'EHE=THED` E'F� _EG t: .LLLJt L MR 111P.PIP r' r � IRC BRACED WALL PANEL PER PLAN BRACED WALL LINE 1-1 1-2 1-A 1-B 1-C 2-1 2-2 2-A 2-B HOLD / DO :1 TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP/CS-PF CS-WSP GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP =4',EL DE:'h�:E EF'.-•GED'.':•=.LL F=.t IEL�.T ErID OF ER CED'.V�-1L Ut1E END CONDITION 1 END CONDITION 2 BRACE WALL LINE SPACING(FT) 16 16 22 32 32 16 16 32 32 rprE_ _ BRACING METHOD TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27"/18" 27" 27" 27" 24" 24" 24" 24" C-i..l._� ,. ��L'',_ C',TI's :,.PL•5'-E-T-- f 1 /'77s. -J CS-WSP CONTINUOUS SHEATHING TABLE R602.10.3(1)Page 180 REQUIRED BRACING LENGTH(FT) 7.4 7.4 5 29 13.8 4 4 7.4 7.4 WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c r j CS-P F CONTINUOUS SHEATHING 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 - 1 PORTAL FRAME DETAIL#3,DWG-2 2. ROOF EAVE TO RIDGE HEIGHT .95 .95 ,95 .95 .95 .91 ,91 .91 .91 z �Er F•, / r W F=.•,EL GB GYPSUM BOARD 3. WALL HEIGHT .9 .9 ,95 .9 .9 .9 .9 ,9 .9 LLF >.EL 4. NUMBER OF BWL PER DIRECTION 1 1 1 1 1 1 1 1 1 z ❑ END CONDITION 3 END CONDITION 4 BRACED WALL NOTES: W I CC'•:TI',1C_'_Lr 8-RAT-E. REQUIREMENTS REFER TO DETAILS ON DWG-2 5. ADDITIONAL HOLDOWNS O FOR HOLDOWNS,STRAPPING,BRACED ❑ r. .� 11 '1 s WALL DIAGRAMS AND DWG-1 6. GYPSUM BOARD OMITTED !^ ❑ Z Return panel: 24 for braced vda. Imes sheathed w,°tl� FOR NAILING SCHEDULE. ALL BRACED wood structura' panels WALL PANELS SHALL BE FULL-HEIGHT r 7. GYPSUM BOARD FASTENING 32" for braced wa'I I°nes sheathed with SECTIONS OF WALL WITH NO VERTICAL 7 W O ❑ structural fiberboa'd OR HORIZONTAL OFFSETS. L0-' W O RESULT REQUIRED BRACED WALL LENGTH (FT) 6.3 6.3 4.4 17.3 11.80 3.3 3.3 6 6 Distance D: 24" fcr braced wa" lines sheathed v.1h C) ry � U) i woad struc#u,ar 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) 6 W u) n r r LL 32" for braced wa'I I°nes sheathed with 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) 20 13.33 8 22.3 15.58 15,1 16 8 8 v) W structural f ae'Nca'd '^ �.J 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE O z O O 'N SHALL BE OFFSET NOT MORE THAN 4 FEET, COMPLIANCE YES/NO Y Y Y Y Y Y Y ��11 z END CONDITION 5 Hold-down 800 Ibs capacity fastened to the edge of the. 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL Y Y D_ W U device: braced wa'I pane' closest to the caner and THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. O /11 a.Linear interpolation shall be permitted 0 to the fa;.Indat:an or fieor fram.ng be?cti+,� 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH rP P � ❑ ❑ O END OF A BRACED WALL LINE b.The total adjustment factor Is the product of all applicable adjustment factors. For SI:1 inch=25.4 mm, 1 foot=305 mm,11h=4.45N 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 r , 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. L.t�11 L. W U FIGURE R602.10.7 R602,10.2.2 END CONDITIONS FOR BRACED WALL LINES ABBREVIATIONS; BWL=BRACED WALL LINE, BW=BRACED WALL, WITH CONTINUOUS SHEATHING CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL c o CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION N (D 0 o'E E2 w E m E ��`oma s O 0 U C C U C a) a O C N f6 -E O -.O V- ' L'O O.Y sa a V C m y 2 c o ia� a' o C 3 2 ore L m m lu l W lil m 1 C 0 col Q °c N .0c rn lu4'-0Ilu Ly yo 'rno In-Ca -1 ` 41-032'-0" I 4'-O" CLC C,1 32'-0" 0 Cr c .a c E �yo� = CoU m 41-9,11 NE:Z' Q. c mai o m o 41-0° 41-4b" 4-O" E o w ul » = c 0o 41-OI1 »- m H UEn cow 1- mEo..5on I I I CS-WSP CS-WSP CS-WSP C5-WSP GS-WSP _ CS-WSP CS-WSP CS-WISPOL OL GS-WSP /� SIMPSON DTTZ2/ _ _ - HOLDOWNALLOWAO LOAD: 82 5 LE LBSV V 33W 2-1 v - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - - - - - WL1-1 - - - - - - - - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - - - - - - - - - I , I I GB METHOD c0 TABLE R602,10.4 I I N - 7"0-C.AT PANEL EDGES INCLUDING TOP AND BOTTOM PLATES,7"IN FIELD ALL HORIZONTAL JOINTS BLOCKED AND -------- FRAMING CONNECTIONS ------- AS PER DETAIL 2 ON DWG 2 O ---- -- - -- O ------- ------- N rA D W " W ID LU Caj -- -------- ----------------------------- -- ------- U I 1 I3W 2-2 - - - - - - - - - - - - - - - _ . 3WL 1-2 - - - - - - - - - - - - - � - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - OL Q- - I - - - - - - - CONTINUOUSLY SHEATHED CS-WSP CS-WSP GAJ-PF PORTALDET 3 ON DWG-2 ANDGS-WSP GS-U18P CS-PF FIGURE R602.10.6.4 GS-WSP CS-WSP ,� N tl II 11 11 II II " " II 1 " 11 11 11 II 11 1 II I 11 1 II 11 11 11 II I II V Z O 41-6 31-0 41-0 31-01 41-0 _3'-0 4'-011 31-0 4'-D 31-D 4'-6 3-O 161-0 31-0 41-6 3'-O 41-0 OF 3-O 2-8 B-8 21-8 3'-O 41-0 31-0 4'-611 t-i r-I ct 4'-0" 321-011 41_0" ~� 401-0 M M .fl a'o � 41-011 221-0" 32'-0" 4'-0" Cz � r-r it t U -D ex 2ND FLOOR WALL BRACING PLAN 5 / - 1ST FLOOR WALL BRACING PLAN I �• � SCALE: 1/4" = 1'-0" _ �, �,} SCALE: 1/8" - 1'-0" ` # A0��