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Home My WebLink About46548-Z OL U .S Town of Southold 11/10/2022 P.O.Box 1179 0 V' x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43582 Date: 11/10/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 6580 New Suffolk Rd,New Suffolk SCTM#: 473889 Sec/Block/Lot: 117.4-33 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/17/2021 pursuant to which Building Permit No. 46548 dated 7/8/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: One family dwelling with covered front entry,rear covered patio, attached 2 car garage and unfinished basement, as applied for The certificate is issued to Winward Partners NY LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-19-0089 11-07-2022 ELECTRICAL CERTIFICATE NO. 46548 10-25-2A22 PLUMBERS CERTIFICATION DATED 10-28-2022 WaoiSVkegas AuoizeSigi0re F� TOWN OF SOUTHOLD �o�OS�FFQ( co � BUILDING DEPARTMENT .. ay cm TOWN CLERK'S OFFICE o • SOUTHOLD, NY Sf MLDiNG 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 #: 46548 Date: 7/8/2021 Permission is hereby granted to: Winward Partners NY LLC c/o Steve M Figari PO BOX 237 New Suffolk, MY 11956 To: Demo existing structure and construct new single family dwelling as applied for with SCHD approvaL At premises located at: 6580 New Suffolk Rd, New Suffolk SCTM #473888 Sac/Block/Lot# 1170-4-33 Pursuant to application dared ' GM7/2021 and approved by the Building Inspector. To expire on `1/7/2823. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,246.00 CO-NEW DWELLING $50.00 Total: $2,296.00 Building Inspector F -:XTION REPORT -IDATE COMMENTS , .. FIr' FOUNDATION(IST) ow s hA ----------------------------------- 6 aMA Zz FOUNDATION(2ND) SIN O C9 W !e% � y ROUGH FRAMING& PLUMBING v w w INSULATION PER N.Y. STATE ENERGY CODE 60 FINAL. ( in ADDITIONAL COMMENTS ^ ' b u as. � 100 Iss � . S wz Oa,,C H pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(cD-town.southold.nv.us Southold,NY 11971-0959 Q a �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Winward Partners NY LLC Address: 6580 New Suffolk Rd city:New Suffolk st: NY zip: 11956 Building Permit#: 46548 Section: 117 Block: 4 Lot: 33 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: YES Electric License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 70 Ceiling Fixtures 22 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 9 Wall Fixtures 15 Smoke Detectors 4 Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 56 Heat Detectors 1 Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 14' Dryer Recpt G8S Emergency FixturesTime Clocks Disconnect Switches 52 4'LED Exit Fixtures Pump Other Equipment: Hood, Fridge, Oven, DW, Micro, Mini Fridge, W/D, Insinkerator, 200A Panel - 42 Circuits / 39 Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: October 25, 2022 S.Devlin-Cert Electrical Compliance Form �oSufFocx�o TOWN OF SOUTHOLD-BUILDING DEPARTMENT y, Towri Hall Annex 507. 5 Mairi Road P..'O.-Box 1179 Southold,NY-11971-0959 • Tele hone 63.1 765=1802 .Fax631. 765-9502 h s //www.southoldto3 ny ov � p .' .. . Date Received :APPLICATI:ON. FOR BUILDING:PERMIT : . . 'For Office Use Only. PERMIT NO. Building Inspector: JUN : 1: 7. 202.1: Applications and forms must be filled-out in their entirety. Incomplete = applications-will not,be accepted. Where the Applicant is not•the,.owner;an Owner's Authorization form(Page 2)shall be:completed. ^r "";; ::r•,r77r'F • ' ,Date:617/2021 OWN ER(S)'OF'.PROPERTY: N804- of Partners NY LLC ' SCTM# 1000-1:17..-4-33'' Project Add,ress;6580 New Suffolk Road; New S.uffolk;. NY- 11.956. 63=1-431=3659 sfigari@gmail.com Phone# Email: Mailing'A dress:PO Box 237:, New Suffolk, NY-.1-1956 CONTACT PERSON:.- : _ Name:Steven Figari . Mailing Addiess:PO. Box 237; New Suffolk, NY`1"1956 Phone#:631-4.31=3659 Email:sfigari@gmail.com DESIGN PROFESSIONAL INFORMATION: - Name:Robert James Higgins, AIA . _ �Ma}ifirig-,Add;re"ss 50LHid:d,en Acres.Path WWading River; NY 11792 Phoner#:�63�1-`20$=3351 Email:rarchibob@aol.com' y.-- —_ - — C.ONTRACT.OR INFORMATION: Name:. JNS'Contracting LLC'/_Nick Zoumas Mailing Address:256 NY-25A,'Wading River, NY-11792- Phone#:631-929-5500 Email:nick@jnsdevelopment.com DESCRIPTION OF PROPOSED CONSTRUCTION ©New structure' ❑Addition ®Alteration ❑Repair. gDemolition. Estimated Cost of Project: ❑Other $500,000.00 :. Will the lot be re-graded? ®Yes El NO Will excess.fill be remoVed.from premises? ❑Yes ®No 1 - PROPERTY INFORMATION Existing use of property:Mixed, commercial and residential Intended use of property:,ReSlden a- __ Zone.or use district in which premises is situated: Are there any covenants and restrictions with respect to Hamlet B~USIneSS �HB� this property? ❑Yes ©No IF.YES, PROVIDE A COPY._ 8 Cheek Boit-After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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 buildings)for necessary-inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By.(print nam�•"�teven Fi ari �__- � �M Figan u DAuthorized Agent BOwner Signature of Applicant: /� M Date: 6/7/2021. STATE OF NEW YORK) SS: COUNTY-OF'��C ). 0 ' ^ i being duly sworn,deposes and says that,(s)he is the applicant. (Name of individual sign in ntract) above named, (S)he is the ®u-Dryer (Contractor,Agent, Corporate Officer, etc.) of said-owner or.owners, and is duly authorized to perform or have performed the said'work and to make and file this application;that all statements contained in this application are true to the.best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application.file therewith. Sworn before me this 14 ._day of jo o� , 209-1 Notary Pub"90AN TIAGO NOTARY PUBLIC-STATE OF NEW YORK No.,01SA6099098 PROPERTY OWNER AUTHORIZATION Qualified.in Bronx County. (Where the applicant is not the owner) My Commission Expires 09-22-2023 I, residing at do hereby authorize to apply on my behalf'to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 � o Town Hall Annex ,yam Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.�' • Southold,NY 11971-0959 Q Y BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No._ y l0 Owner: ti i(1Ul�ac-d'D�cA P r�N LLC ��TT (Please print) Plumber: 6<-Q l ��a'9 V"//J (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. Plumbers Si re) Sworn to before me this 6Z.& day ofyc'lo�✓c� 202-Z Notary Public, Y, County °y�P?E,oF•.,, Robert DeStefano NOT.aav' Notary Public,State of New York No.01DE6321944 Pusuc:.' Qualified in Suffolk County *�� ivoP•° Commission Expires March 30",207- i so # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ Xl UNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 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: l �� o DATE INSPECTOR Li & .57-t 0 Nav / so TOWN'OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION FOUNDATION 1 ST ROUGH PLBG. FOUNDATION 2ND INSULATIOWCAULKING FRAMING /STRAPPING FINAL fFIREPLACE & CHIMNEY FIRE SAFETY INSPECTION -`-FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REMARKS: e, Tiho . 4ze, 4, Jnx Lev (t DATE — INSPECTOR SOUIyO� lfJ.J L% SPS ✓`' ��rtl'J ✓+"'�`^' # # TOWN OF SOUTHOLD BUILDING-DEPT. . °`y�ouxn 765-1802 INSPECTION [ ] FOUNDATION 1 ST . [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION rELECTRICAL (ROUGH) [ ,] ELECTRICAL (FINAL) l CODE VIOLATION [ ] PRE C/O REMARKS: d _FA\e r6 qrY AO ' Jw�o Co (h e 1AJY-k�KcL, DATE INSPECTORl-� ' 0f SOGjyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 -INSPECTION [ ] "FOUNDATION 1 ST [ �4.eOUGH PLBG. [ ] OUNDATION 2ND" [ INSULATIOWCAULKING [ APP [ ] FINAL [ ] FIREPLACE-&-CHIMNEY [ ]- FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O EMARKS. nut av�J av DATE �' I �°a�` INSPECTOR OE SObTh°lo - * } TOWN OF SOUTHOLD BUILDING DEPT. uum, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL I✓j [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION � F [ V4 PRE C/O [ ] RENTAL RE AR yeve. t In Tloov ' sAct, ofLv �P DATE 101 YU �/ INSPECTOR pF SOUTy°�o q4,o J "4,w * # TOWN° OF-SOUTHOLD BUILDING DEPT. coum, 765-1802 -INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND ` " [ ]-"INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ' ] FIREPLACE & CHIMNEY " [ ] FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE LO INSPECTOR INVOICE Service Address Bill To *Energy Testing 6580 New Suffolk Rd JNS Development vices New Suffolk, NY 256 Route 25A 11956 Wading River, NY 11792 (631) 929-5501 Energy Testing Services Payment terms Due upon receipt 1648 Locust Ave Unit E Invoice # 914 Bohemia, NY 11716 Date 11/03/2022 Phone: (631) 244-2627 Email: mcaruso@energytestingservices.com Web: www.energytestingservices.com Description Total Final Test Out $333.34 Final Test Out Energy Code Inspection. Filing Fee $55.00 Fee for HERS Rating Submission. Subtotal $388.34 Total $388.34 Notes: Town of Southold New Construction Please note our office address is 1648 Locust Ave Suite E Bohemia NY 11716. Page 1 of 2 v Please sign the estimate for work to be performed, thank you. All outstanding invoices must be paid in full before paperwork can be released. Signed on: 11/03/2022 JNS Development Page 2of2 Home Energy Rating Certificate Rating Date: 2022-11-02 Final Report Registry ID: 344690467 Ekotrope ID: M289600L HERS" Index Score. Annual • Home: Your home.'s HIERS score is a relative • : / New Suffolk, ' • 59performance score.The lower the nUr New Suffolk. NY 11956 the more energy efficient the home.To, $ 2orl 44 Builden. learn more,visit www.hersl'ndex.com *Relative to an:average-U.S.home AS Developm,ent Your Home's Estimated Energy Use: This home meets or exceeds the Use EMBtu] Annual Cost criteria of the following: Heating 81.5 $255 2020 New York ECCC Cooling 0.8 $45 2018 International Energy Conservation Code Hot Water 12.0 $291 Lights/Appliances 26.3 $1,265 Service Charges $168 Generation (e.g.Solar) 0.0 $0 Total: 120.7 $2,025 HERS*In"dex Home Feature Summary: Rating Completed by: More rnery HomeType: Single family detached WNW 1% Model: N/A Energy Rater. Michael Caruso Existing 140 Community: Single&Separate RESNET ID: 7960376 Homes 1.30Conditioned Floor Area: 4,200 ftz Rating Company: Energy Testing Services t:o Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference -110 100 Primary Heating System: Furnace•Natural Gas-92 AFUE 631-2442627 Home 90 Primary Cooling System: Air Conditioner•Electric•14.5 SEER Rating Provider: Building Efficiency Resources so Primary Water Heating: Residential Water Heater•Propane•0.95 Energy Factor PO Box 1769 Brevard,NC 28712 TO-07 70 House Tightness: 1916 CFM50(2.87 ACH50) 800-399-9620 �•a. 60 6Ventilation:Ventilation: 116 CFM.31 Watts ''- =11. This Home Duct Leakage to Outside: Untested Forced Air ¢ ` , 40 �, Mu ex-rrs Above Grade Walls: R-21 A S 30 70 Ceiling: Attic,R-38 Zero Energy to Window Type: U-Value:0.3,SHGC:0.31 (C�LU�[� ( � Home 0 Foundation Walls: R-11 Michael Caruso,Certified Energy Rater 02MRESM _W tenEnera Framed Floor: R-38 Digitally signed:11/2/22 at 5:09 PM 6580 New Suffolk Rd New Suffolk NY HERSO Index . r. Nov • 344690467 Annual Estimates: Rating Company: Electric(kWh): 7,599.0 EnergyTesting Services Natural Gas(Therms): 827.1 Rating Provider: Building Efficiency Resources Propane(Gallons): 132.4 Rating Provider Address: CO2(Tons): 8.9 PO Box 1769 Brevard,NC Approx.Energy Cost: $2,025 28712 Home Feature Summary: HOe � Single family detached,4 bedrooms,4,200 ftZ sso E„fstlng :3100 m Heating:92 AFU Homes sw Cooling:I SEER 3m 110 Hot W r:0.95.Energy Factor Reference 100 Home Air eak e: 90 1 16 C 50(2.87 ACH50) BO entila n:116 CFM•31 so Dud LTO: reed Air S0 This Home s0 Above Grade Walls:R-21 30 `Ceiling:Attic,R-38 m 1 0 Window:U:03•SHGC:0.31 Zero Energy Home o Foundation Walls:R-11 s�s =otm�u�n •.• ' T ekotrop023022 6580 New Suffolk Rd I! New Suffolk, NY 11956 (I Builder: JNS Development f Community: Single & Separate THIS HOME IS CERTIFIEDTO MEET THE NEW YORK i, 2020 ENERGY CODE r Building Features Ceiling Attic, R-38 Duct Supply R-6.0, Return R-6.0 Above Grade Walls R-21 Duct Leakage to Outside Untested Forced Air i Foundation Walls R-11 Total Duct Leakage 25 CFM @ 25Pa (Post-Construction) 1' Framed Floor R-38 Heating Furnace• Natural Gas•92 AFUE Slab R-0.0 Perimeter, R-0.0 Under Cooling Air Conditioner• Electric• 14.5 SEER ; I Infiltration 1916 CFM50(2.87 ACH50) Water Heating Residential Water Heater• Propane•0.95 Energy I Factor Window U-Value: 0.3,SHGC: 0.31 i4 i As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the ; building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Caruso Signature: MCIW-el �� Organization: Energy Testing Services Digitally signed: 11/2/22 at 5:09 PM Ekotrope RATER-Version 4.0.2.3022 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. i Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report ? imam BMW jammellow - Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 6580 New Suffolk Road City: New Suffolk Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if tnore than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-11-02 Outdoors Temp During Test: 65 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A ppM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No a Type: Furnace Q Boiler n Heat Pump[:[Other❑ t z Venting-Types Draft Spillage Sin Ilaee CO CO Efficiency Fuel Tvpe t Circle Type) Pascal (Worst Case (Natural) (Worst Case) (Nat:n•al Rating:92.0 N✓❑P❑O❑E❑ NQN0M❑S_✓ N/A Pa. Pass❑✓ Fail❑_ Pass❑✓Fail_❑ N/APPM N/A ppM Water d�eatel• Primary: Yes ❑✓ Type: Standard TankDlndirect Tankless El Size: 0.0 Style Common Vent 11 No n Instantaneous❑✓ Commercial (See Note 5below) (Gallons) 4 Stand Alone Zs z Venting Tvpe s t DraSin llag-e Spillage(Natural) CO CO E tciette Fuel Type (Circle T}pe) (Pascal) (Worse Case (Worse Case) (Natural) EF: 0.95 NDPE]OaE❑ N❑MQS Z✓ N/A Pa. Pass❑✓ Fail❑ PassElFailEl N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes_❑✓ No_❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 'Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. {Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Git Date: 2022-11-02 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 6580 New Suffolk Road City: New Suffolk Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone (CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or ifhome has multiple heating systems or water heaters) Date of Test: 2022-11-02 Outdoors Temp During Test: 65 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 2✓ No❑ Tvpe: Furnace ✓❑Boiler❑Heat Pump Q Other❑ t z Venting Type 3 Drat Spillage p_p llage S Ilia CO CO Efficiency Fuel Tvpe Circle T e Pascal orst Case (Natural) (Worst Case (Natural) Rating:92.0 N❑✓ P❑O[:IEF] NQN0M❑S_✓ NSA Pa. Pass❑✓ Fail_❑ Pass❑✓Fail_❑ N/A ppm NIA PPM Water•Heater . Primary: Yes ✓❑ Tie: Standard Tank aIndirect 0 Tankless ❑ Size: 0.0 Style Common Vent El No n Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) 4 Stand Alone ❑✓ Efficiency Fuel Type S z Venting Type 3 Drat Sip llage Spillage(Natural) . CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.95 N❑✓ P❑O❑EL] N❑M❑S Z N/A Pa. Pass ✓❑Fail❑ Pass✓]Fail[] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ElOvenRange Hood Vented to Outside Yes 0 No ZOven CO N/A PPM Ambient CO(During Oven CO Testing) NIA P 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal a Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2022-11-02 Home Energy Rating Certificate Rating Date: 2022-11-02 Final Report Registry ID: 344690467 Ekotrope ID: M289600L HERSo Index; • • Home: Your home's HERS score is a relative • : 1 New Suffolk ' • 5 • performance score.The lower the number, NewSuffolk, the more - efficient - Builder:$2144 more,visit www.hersindex.com - AS Development Your Home's Estimated Energy Use: This home meets or exceeds the Use[NlBtul Annual Cost criteria of the following: Heating 81.5 $255 2020 New York ECCC Cooling 0.8 $45 2018 International Energy Conservation Code Hot Water 12.0 $291 Lights/Appliances 26.3 $1,265 Service Charges $168 Generation (e.g.Solar) 0.0 $0 Total: 120.7 $2,025 HERS'Index Home Feature Summary: Rating Completed by warerne gy Home Type: Single family detached M Model: N/A Energy Rater. Michael Caruso Ex1sting140 Community: Single&Separate RESNET ID: 7960376 Homes iso Conditioned Floor Area: 4,200 ft2 Rating Company: Energy Testing Services 120 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference ImPrimary Heating System: Furnace-Natural Gas.92 AFUE 631-244-2627 Home 90 Primary Cooling System: Air Conditioner-Electric-145 SEER Rating Provider: Building Efficiency Resources BO Primary Water Heating: Residential Water Heater.Propane•0.95 Energy Factor PO BOX 1769 Brevard,NC 28712 ro House Tightness: 1916 CFM50(2.87 ACH50) 800-399-9620 60� Ventilation: 116 CFM-31 WaRZ- S0 This Home Duct Leakage to Outside: Untested Forced Air wAbove Grade Walls: R-21 20 Ceiling: Attic,R-38 Zero Energy ro Window Type: U-Value: �(,CVLL�t✓fi C"tz Home 0 Foundation Walls: R-11 Michael Caruso,Certified Energy Rater • an LeuE,.ar Framed Floor: R-38 Digitally signed:11/2/22 at 5:09 PM ek • • • The Energy Rating Disclosure for this home is available from the Approved Rating Provider • •••RATER • 1 1 Energy savings,calculated without modifications to the energy model.(As Modeled) This eport rdoes not • or 6580 New Suffolk Rd New Suffolk NY HERSO Index Score: Rating Date: ® HERS Registry ID:34469,0467 Annual Estimates: Rating Company: Electric(kWh): 7,599.0 EnergyTesting Services Natural Gas(Therms): 827.1 Rating Provider. Propane(Gallons): 132.4 Building Efficiency Resources Rating Provider Address: CO2(Tons): 8.9 PO Box 1769 Brevard,NC Approx.Energy Cost: $2,025 28712 Home Feature Summary: Single family detached,4 bedrooms,4,200 ff2 iso Ex{st(ng 2GU Heating:92 AFUE Hames iyo Cooling:14.5 SEER 120 Reference 110 Hot Water.0.95 Energy Factor Home 100 Air Leakage: e°0o 1916 CFM50(2.87 ACH50) 20 0Ventilation:116 CFM•31 W 60 Duct LTO:Untested Forced Air so ao This Home Above Grade Walls:R-21 w 20 Ceiling:Attic,R-38 ZeroEAM '0 Window:U:0.3•SHGC:0.31 Home Foundation Walls:R-11 ussrmW EkRATER-Version:' otrope . . .- I 6560 New Suffolk Ind I New Suffolk, IVY 11956 Builder: JNS Development fCommunity: Single & Separate THIS HOME IS CERTIFIED TOMEET THE NEW YORK ECCCI I 2020 CODE Building Features Ceiling Attic, R-38 Duct Supply R-6.0, Return R-6.0 Above Grade Walls R-21 Duct Leakage to Outside Untested Forced Air Foundation Walls R-11 Total Duct Leakage 25 CFM @ 25Pa(Post-Construction) fFramed Floor R-38 Heating Furnace• Natural Gas•92 AFUE Slab R-0.0 Perimeter, R-0.0 Under Cooling Air Conditioner• Electric• 14.5 SEER Infiltration 1916 CFM50(2.87 ACH50) Water Heating Residential Water Heater•Propane •0.95 Energy Window U-Value: 0.3,SHGC:0.31 Factor 3 As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the re,utrements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Caruso Signature: 111te4ad Organization: Energy Testing Services Digitally signed: 11/2/22 at 5:09 PM Ekotrope RATER-Version 4.0.2.3022 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. v� �_ Ekotrope disclaims all liability for the information shown on this report Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 6580 New Suffolk Road City: New Suffolk Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-11-02 Outdoors Temp During Test: 65 OF CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No W1 Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes ✓❑No❑ Type: Furnace ✓❑Boiler❑.Heat Pump Q Other❑ t z Venting Type 3 Drat S ilia a Sin lla�e CO CO Efficiency Fue/Tvpe Circle Type) Pascal (Worst Case (Natural) (Worst Case antral Rating:92.0 NOPEI ODEO NQN0MpS_0 N/A Pa. Pass❑✓ Fail❑_ PassO✓Fail_❑ N/A ppm N/A PPM Water Heater Primary: Yes ZTvpe: Standard Tank01ndirect Tankless El Size: 0.0 Style Common Vent El No n Instantaneous ✓DCommercial (See Not,5below) (Gallons) 4 Stand Alone ✓❑ S z Venting Type 3 Draft S i_-p llage Spillage(Nannal) CO CO E tciene Fuel Tvpe t Circle Vorse Case ( Type) (Pascal)) (1 ) (Worse Case)I (Natural) EF: 0.95 N❑✓ P❑O❑E❑ N❑M EIS Q✓ N/A Pa. Pass❑✓ Fail❑ Pass✓❑Fail N A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO NIA PPM Ambient CO(During Oven CO Testing) NIA PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: Date: 2022-11-02 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 6580 New Suffolk Road City: New Suffolk Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone (CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-11-02 Outdoors Temp During Test: 65 OF CAZDepressuri7ation (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes❑✓ No❑ Tvpe: Furnace 0 Boiler❑Heat Pumper Other❑ r z Venting Type 3 DraftSpillage Sip lla-e CO CO E tcienc Fuel Type SpCircle Type) Pascal orst CaseNatural) (Worst Case) (Xatural Rating:92•0 NR1PDOQELJ NQ',DMES_✓ NSA Pa. Pass❑✓ Fail❑_ Pass❑✓_FailE1 N/APPM N/A Ppm Water Heater Primary: Yes R1 Tie: Standard Tank❑Indirect Tankless ❑ Size: 0.0 Style Common Vent El No n Instantaneous ✓OCommercial (See Note 5 below) (Gallons) Q Stand Alone ❑✓ s z Venting Tvpe 3 Drat Sin llage Spillage(Natural) co CO Efficiency Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural)EF: 0.95 N❑✓ P❑OaE.❑ N❑MQ S Z✓ N/A Pa. Pass❑✓ Fail❑ Pass✓oFai1L] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO N/A PPM Ambient CO(During Oven CO Testing) N/A PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal '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) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Caruso Rater Number: 7960376 Rater Signature: �� Date: 2022-11-02 6/23/2021 rptLetterDemoEmail.pdf rptLetterDemoEmaiI.pdf Sign in Sign up 41 A rptLetterDeMoEmail.pldf Details • I:0NG 15 LAND Size 14.84 KB View all details kRTNERS NY LLC Service To: 6580 NEW SUFFO'd :H X,NY 11956 NEW SUFFOLK,N, ct#:900000122468 tl)PARTNERS NY LLC: e you that the PSEG-LI electric facilities at the above referenced I ted and removed off the building structure that is located on the P.1" Z t there may still be PSEG LI facilities located within the property, iw(NYCRR Part 753)requires all contractors to call for a utility reforming any ground excavation orregrade activity.The call to done at least 2 business days prior to the start of the work and coij si, wing been identified must be received from all the facility owner contact National Grid at 631-348-6150 to procure a letter of dem,C- natural gas service,whether or not your home or business uses nit -questions regarding the above,please contact Building&Renov"4 378 or via email at BRSLI@PSEG.com. S, elli lovation Services https://www.d ropbox.com/s/mi ufyka Ojoiqvks/rptLette rD e moEmail.pdf?d 1=0 Morm=MYO 1 SV&O C I D=MYO 1 SV 1/1 PSEcsj-%G , 1 12/29/2020 WINWARD PARTNERS NY LLC Service To: PO BOX 237 6580 NEW SUFFOLK RD NEW SUFFOLK,NY 11956 NEW SUFFOLK,NY 11956 Customer Project#:900000122468 Dear WINWARD PARTNERS NY LLC: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate(NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Katherine Gianelli Building&Renovation Services PSEG-LI i Robert James Higgins Architect 50 Hidden Acres Path Wading River, NY 11792 631-208-3351 Rarchibob@aol.com June 24, 2021 Town of Southold P.O.Box 1179 Southold, NY 11971 RE: 6580 New Suffolk Rd, New Suffolk Town of Suffolk, NY There are no natural gas lines on the property at 6580 New Suffolk Road. Respectfully submitted, Q, F t Robert Higgins, Architect M �o�gdFFO�,��OGy BUILDING DEPARTMENT-Electrical Inspector C* z TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # // Date 7 2022 Customer Name �&�AZei-j Electrician Name B� Address 6,Tgo W Phone Zy e-mail a-mail �n 4-9 GGi l 1AC• e0M Phone License# Size A Phase Overhead Underground _ #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole P Fire Reconnect Was work done on Service? Y/ Flood Reconnect Old Meter# Service Reconnected 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' from the date ab e. Authorized by oSUFFp Q V ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD 15 2022 o FES To all Annex- 54375 Main Road - PO Box 1179 O Bt11L1DINGDEPT Southold, New York 11971-0959 'y�j0 gyp! row'"'aF S°urt►oL Telephone (631) 765-1802 - FAX (631) 765-9502 1 ' rogerr southoldtownny.gov — seanda-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/18/22 Company Name: Yannucci Electrical Services, INC Electrician's Name: Vinny Yannucci License No.: 50592-ME Elec. email:Vinny@Yeselectricalinc.com Elec. Phone No: 631-258-7324 01 request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: Winward Partners NY LLC c/o Steve M Figari Address: 6580 New Suffolk Rd, New Suffolk Cross Street: George St. Phone No.: , Bldg.Permit#: 46548 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling New Dwelling = $225 Square Footage: 12925 Circle All That Apply: Is job ready for inspection?: ❑ YES Z NO F—]Rough In ❑ Final Do you need a Temp Certificate?: 1 YES ❑ NO Issued On Temp Information: (All information required) Service SizeFV]1 PhF-13 Ph Size: 200 A # Meters 1 Old Meter# QNew Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals 1 ✓ 2 ✓ H Frame 0 Pole Work done on Service? Y N Additional Information:200amp underground service meter mounted to house PAYMENT DUE WITH APPLICATION CJ OS�FFp ILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ; To rr all Annex - 54375Wain Road - PO .Box 1179 ca ® gUtLDING DEPT So thold, New York 11971,-0959 : . ToWo,OF.SOIfTH�LD i Telephone (631) 765-1802- FAX (631:) 76'5-9502 rogerr(a�southoldtownny qov seand(o)southoldtownny.- ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1/18/22 Company Name: Yannucci Electrical Services, INC Electrician's Name: Vinny-.Yannucci License No.: 50592-ME Elect email:Vinny@Yeselectricalinc.com Elec. Phone No: 631-258-7324 211 request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: Winward Partners NY LLC c/o Steve M Figari ' Address: 6580 New Suffolk Rd, New Suffolk { Cross Street: George St. Phone No.: Bldg.Permit#: 46548 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling New Dwelling = $225 Square Footage: 2925 Circle All That Apply: Is job ready for inspection?: YES Z NO E]Rough In ❑ Final Do you.need a Temp-Certificate?: YES ] NO- Issued-On . Temp Information: (All information required) Service Size�1 PhE]3 Ph Size: 200 A # Meters 1 Old Meter# FV New Service Fire Reconnect[]Flood ReconnectOService Reconneci2Underground QOverhead # Underground Laterals 1 ✓ 2 ✓ .H Frame F Pole Work done on Service? F1Y FIN Additional Information:200amp underground service meter mounted to house PAYMENT DUE WITH APPLICATION Aeo a op �� o\ .ry •P� PERMIT# Address: Switches 5 Outlets do- GFI's f ` v' Surface e Sconces H H's ' S UC Lts Fans Fridge' i HW ` Exhaust Oven Dryer Smok;�X DW Service , Carbon Micro Generator Combo I� Cooktop Transfer AC 1! AH Mini n/ ` Special: ,n' a ez, C�tV Comments IJA T— ------------- 40 �� 1 MAX. C.to C _ � -�.,%�; -•� •Y` Usti;Z: �=•�::i..�"Ud.W ti•t�'i- --;—''- -• - :: :- ., .{ ;i..._:-- - ---_ •.,�•. � M.M. �_ r '•A t:Y6-w��1►�- !• • ,• •.�/},•°•-• }--N-.�`-_---- V' Q c"7-vfDE �!�_ •� :wN..,-=•..: - 4� 1 :�:'' -U-:°•- {t .M..w.:Mi.::w-r"1:.+�W._w_1.-•: ,,Q -, •._-.��0 LL .7.,.• -•��cJ-�•--.•y��1�: _ yrw ltti� ..r--♦ -Uri' ..i ti tii:��•tiL=�.lb�-�Y-,•�' �.. Z' � . i••Z•r� -'�C�c._�'-_ jP..t ,y� _�;_ it. ..M•�;..,, • .r ":t'••'.� �••.. 2;� W 1 .. ••�f•' ,b�c-[y�_i�•�T m�t.?.YY«�cs•/%�.P'••Ugy...•.r! -' rit4• ti_.w!, I! �_ �... r i— � r'•1'.� .,�. Y:• ••!4-L•y I•_��k�i. N_" �_,,_r�f+= IL �1 �w�� r �� !' �•:...,._.,., : ... s��MIN'. �O PERSPECTIVE VIEW 36" MINIMUM 2 x 2 FENCE POST ---- WOVEN WIRE FENCE (6 x 6 - 10/ 10 WWF) z FILTER CLOTH S N'; S-OPE EMBED FILTER CLOTH MIN. 6" INTOGROUND z° _f 4'� __ _ toll" NOTE: MAXIMUM DRAINAGE AREA 112 ACRE 1 100 LINEAR FEET SECTION DETAIL SILT FENCE DETAILS SCALE: NTS a ---r-GA57 IRa4 FRAMIE d C-OV R CAMPBELL { EOUN- (ON I1-6FEGTION ®OOL5 ON_Y,N �f ---4' :: 2-5" GONGR - COVER y iALL 15E GET 1'--0" PAIN. E:--:LOYV FIN'SHED ENTIRE PIPE �I r ti 1 GAi?LI-�iON PREG,S-T PFMCAST 5T-ORM -> JN RIN55 Aa MF6. EYRLSDN PREGA�vT OR 1 Y.. _---._-...- -.--- AFFRO -=p EO;1AL. I ! YARI N B L-C ' ST M PAA 71M LEACH I NG POL-)L HT5 LOT AREA = 14,912 SQ. FT. ( 0.342 ACRES ') 19-217 21-34 DATUM N.A.V.D. 1988 21-276 22-24 22-189 1 STY FR ACCESSORY STRUCTURE 22-231 (NO OCCUPANCY) NOW OR FORMERLY NOW OR FORMERLY TUTHIL MARK AND DIANA SCHWATKA 10.10' N 0701'20"E 89.04' fc 1.4'N N 04'59'00"E Fc bldg 1.4' fd pipe 2.O'E .3 E chain link fence fd mon` /Chlink fence fc 1.8'S" k 15.8 12.3. wall masonry c.wa wall 0.7'E ( 1.1• FC 2.9'Ev 3.2E 1.9'E fr shed 1.0's 1 STY ro I 1.2'N 0.7'S FR BLDG.in -22.5' z 0 � 7.6' INGRD POOL wall 1.4N OD 13.5'x27.5'13.5'x27.5' d dome ell / (n 00 o n I 123 ' 10. B. \ a 00 roof over s zr O I water stoop 0) \ line\ 3 CTT O — O y ' x waste 48.5' 24' x O M 2 U) 1.1'S H covered porchm 0 M C) I I 13.5' 29.1' Rl C es m metal m D N 6, 0 o qXu°IO . . � ole equip. �O] D rt �1. 2 STY FR DWELL m O .Z v 0 fc 1.1'N O n b) c a I C7 m o a metal Or � I y o 00 14.7' fence X (� T— 7 . m 00 (� W < GAR w v 12.8"o w roofedo wap, TTl _, \I ver 0.4'N — D m COD Co �� 21.0' — ;TJ ..p _N I 35.5' � 00 0 I CD 0 wall / Q ^ St 21.5 � 38 3 slwalk water 1.2'N CC) � CD I Ip service Q `• C Ip o FC o.o's I I 200.1 0'(deed) fd mon 200.00'(act) . fd pipe fd stk S 0705'20"W 101.29' water meter overhead wires NEW SUFFOLK ROAD NOTE WATER UNE and WASTE LINE AS pole LOCATED BY BUILDER O 11-3-2022 UPDATED SURVEY, LOCATED POOL FENCE and THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS SLATE WALK OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 10-30-2022 REVISED ADDED WATER LINE and WASTE LINE NOTE: CESSPOOL, SEPTIC TANK, DRYWELL & TO 1 STORY FRAME BUILDING WATER SERVICE LOCATIONS BY OTHERS. 9-20-2022 FINAL SURVEY THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY UNESS ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 19-75 FILE No. 987 F INTENDED TO GUIDE THE ERECTION OF FENCES, RETAINING WALLLS. POOLS, PATIOS, PLANITNG AREAS.ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR SARAH ANN APGAR AND SEAN ROBERT APGAR UNAUTHORIZED ALTERATION OR ADDIRON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEIN YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED. AND ON HIS BEI"TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT NEW SUFFOLK AGENCY AND LENDING INSTITUTION LISTED HEREON,AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. corlEs EA OF THIS SURVEY NAP NOT BRING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 4-11-2019 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY FILED MAP No. DATE CERTIFIED .ONLY TO: TAX MAP No. 1000-117-4-33 CRD. 16-234 DISK 2019 SARAH ANN"APGAR—ANf�SEAN ROBERT APGAR GUARDHILL�FIb1ORPy HAROLD F. TRANCHON JR. P.C. REPUBLIC�TIT� IN,S®RAEqp DMPANY LAND SURVEYOR HAMLET TTLE GENCYINCA d P.O. BOX 616 �a '` - 1866 WADING RIVER—MANOR RD. WADING RIVER, NEW YORK, 11792 LIC. F048992 631-929-4695 HAROLDFRANCHON JR. PENN. LIC. 115—E Cf1. n.,n�ttn d PROPOSED DWELLING W/ 4 BEDROOMS 19-217 LOT AREA = 14,912 SQ. FT. ( 0.342 ACRES ) FIRST FLOOR = 1522 SQ. FT. 21-34 DATUM N.A.V.D. 1988 SEOND FLOOR = 1.215 SQ. FT. TOTAL = 2,737 SQ. FT. EXISTING HOUSE FFL ELEV. = 13.7 GARAGE = 482 SQ. FT. PROPOSED FFL ELEV. = 14.0 (NEW HOUSE) SANITARY SYSTEM = 1 SEPTIC TANK 1,250 GAL 2 LEACHING POOL 8' DIA. X 6' DEEP ELECTRIC SERVICE FROM OVERHEAD WIRES NO GAS VISIBLE 1 STY FR ACCESSORY STRUCTURE (NO OCCUPANCY) DWELLING\PUBLIC WATER DWELLING\PUBLIC WATER NOW OR FORMERLY NOW OR FORMERLY TUTHIL j MARK AND DIANA SCHWATKA 10.10' a ` 7. N 04'59'00"E I m N 07'01'20"E 89.04' (153,) fc 1.4'N (12.3' I .3'E fd mon / chain link fence fd pipe fc 1.8'S� 15ta 12.3' edge of gravel fc 0.7'S� 0.7'E 1 0.5'E fr shed 1.0'S (m FR BLDG• r� �3 approximate loc tion of 0.7'S I f elev= 6 CP cesspools to�e x z / m 13.7 7 abandoned x 50.0' 3 -I -goof over (n patio 00 to +c 12.3' conc wall 1.4'N O vi N o \ OD Inv. cleanout DOA^apo CP OL o 30.67 (at grade) e^S Seo, O C T O PROPOSED O `�wd stockade waste S'L; > > v Z M 0 2 STY FR DWELL p I ��fence line 1 cone bldg oo drywello 'c 4' rIl m W/ 4 BEDROOMS u, -„ O � ILD FFL ELEV=14.0 rrI� n Z 4" house (12.0) to be removed m O r rr- of iv C O I FC f I waste patio (12.0) m fTl Z V Z r 0.3'S line 14.6—'x i x D patio j m I I pole Interior 9. approx. ell C GAR cleanout location be C Z � abandoned fc 1.1'N K �U CD Co p 0 interior Do PROF�JSED � Z C) 21.0' E: I I o cleanout 2 STY FR DWE r 0 0 0 I �� W/ 4 BEDROOM x '< O 0 g,p FFL ELEV=14.0x R' -DI r I I P ° u D ;UZ � driveway GARA E (12.0) ::EfC*1 OL o _ < m I Ix D C) O0 60 10' 1 1 ' 4a Z77 min. in. �' I I (12.0)1 ' wall 9 min. .2>�-30• 1.2'N(0 PROP.DWELL. se ice41.67'x34.0'deep x I I L test O FC D I I c ELEV.11.0 ,.4'S 200.10'(deed) 200.00'(act) fd pipe ` fd mon fd stk drive 3.8'N (9.9')r S 07°05'20"W 101.29' m (10.0.) existing water main �- SUFFOLK.COUNTY DEPARTMENT"OF HEALTH SERVICES overhead I wires PERMIT FOR APPR`0VAL OF CONSTRUCTION FOR A Id — UFFOLK ROAD (10.4') SINGLE FAMILY RESIDENCE AND Abandonment of existing sanitary system must be in caYnfoance with department requirement 5tzbrnii \ ° ��410vJ Ge Vjz11 L)G+L4.e comrleted form WW- � as'prOOf. p � DATE Z H.S. QE •APPROVECJ WATER LI E(S)QST BE INSPECTED.BY THE— TOTAL tIM l SdDRGGAIS SUFFOLK C LINTY DEPT. OF HEALTH SERVICES. CALL 85 FEXPIRES THREE Y ARS FR 011-0 D" ��F APPROVAL DWELLING/ , 48 HOURS IN ADVANCE, PUBLIC WATER '� TO w ULE IN&PECTION(S). �Nla'h DWELLING 'Y � Hzvk DWELLING\WELL \ CQPUBLIC WATER 07, DW PUBLIC LIWATER DWELLING\PUBLIC WATER EXCLAVAT*N IN RFOR SAMWARY � By HMTH DR NOTE LOCATION OF WATER MAINS well & ADJOINERS WATER SUPPLY 4-5-2021 REVISED BY OTHERS 2-11-2021 REVISED PROPOSED DWFLILING - 1-7-2020 REVISED SEWER/WATER I LINE SEPERATION TEST HOLE BY McDONALD GEOSCIENCE 11-6-2019 ADDED HEALTH DEPT. �INFOMATION 4-30-2019 elev. 11.0 THE 0t13ET5 (OR DIMENSIONS) SHOWN HEREON FROM 711E STRUCTURES 1D THE 0' PROPERTY LUTES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT JOB No. 19-75 FILE No. 987 F MIXED SAND, LOAM & GRAVEL INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS, POOLS, PATIOS. PLANTING AREAS,ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR WINWARD PARTNERS NY LLC UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION BROWN SILT ML 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE 3' SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL SITUATED AT NEW SUFFOLK AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE To ADDITIONAL INs7mmONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. BROWN SILTY SAND SM OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 4-11-2019 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. FILED MAP No. DATE 9' PALE BROWN FINE SAND SP CERTIFIED ONLY 0��s OF � G•� TAX MAP No. 1000-117-4-33 CRD. 16-234 DISK 2019 9.2' HAROLD F. T RA NCHON JR. P.C. WATER IN PALE BROWN FINEQ `� ' , , .� •,.^J � � LAND SURVEYOR SAND SP " P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, �a NEW YORK, 11792 17 �,tr 04 g92�"�N.W. IC. No. 048992 631-929-4695 ROLD F. TRANCFi0NOkN. LIC. No_ 2115—E v LAI l� .l �v 19-217 LOT AREA = 14,912 SQ. FT. ( 0.342 ACRES ) 21-34 DATUM N.A.V.D. 1988 DRAINAGE CALCULATIONS: DRIVEWAY 1,120 SQ. FT. x 0.17 = 190 CU. FT. PROPOSE HOUSE, ROOF AREA 2,156 SQ. FT. x 0.17 = 366 CU FT CONSTRUCTION ENTRANCE NYS DOT APPROVED RCA FILL TO 18" ABOVE EXISTING GRADE L.P. 1 190 CU. FT. + 1/2 ROOF AREA = 373 CU. FT. PROVIDE 1 — 8 DIA. x 9' DEEP LEACHING POOL = 380 CU.FL ' JUL 7 2021 L.P. 2 1/2 ROOF AREA = 183 CU. FT. - � - "� PROVIDE 1 — 8 DIA. x 5' DEEP LEACHING POOL = 211 CU.FT. SEE SHEETS 2 & 3 ATTACHERD FOR DETAILS r 10.1o. ', 04' '00" 59 E I N 07'01'20"E 89.04' N I (15.3') chain link fence (12.3) I I 12.3' edge of gravel 1 STY m FR BLDG. N !137— i x ro 7.6' x Z oo proof over (n CO 12,3' conc o N O LIMIT OF CLEARING (TYP) ° n N OI l I ON CTI I L P. 2 a v ZE O ll I patio m TTI 14.6 x l l I WIRE BACKED SILT FENCE 4 SIDES DURING CONSTRUC7110N {, PROPOSED fc 1.1'N o 2 STY FR ID W/ 4 BEDROOMS a V FFL ELEV=14.0 x v O j l I p .a CD GARAGE lo I \I driveway GAR ELEV= o m 12.0 x — 90 000 21.0' 20' lh- C w I 00 m Q z 0 CD v I I LP. 1 z x rrI o yC I OZ 200.1 O'(deed) o TRENCH I rn , 200.00 (act) DRAI 1 (9.0) S 0705'20"W 101.29' (10.0) overhead wires (8.4') NEW SUFFOLK ROAD (10.4') 7-3-2021 STORMWATER MANAGEMENT CONTROL MAP 7HE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND mutmom ARE NOT JOB No. 19-75 FILE No. 987 F INTENDED 70 GUIDE THE ERECTION OF FENCES, RETAINING WALLS. POOLS, PATIOS PLANTING AREAS.ADDMON m BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR WINWARD PARTNERS NY LLC UNAUTHOWEI)ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED,AND ON HIS BEHALF TD 7HE 7LTL.E COMPANY. GOVERNMENTAL SITUATED AT NEW SUFFOLK AGENCY AND LENDING INSTRUTION LISTED HEREON,AND TO 7HE ASSIGNEES OF THE LENDING INSTITUTION.GUARANTEES ARE NOT TRANSFERABLE To ADDITIONAL INSIITUTIoNs TOWN OF SOUTHOLD. SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1 30' DATE 4-11-2019 EMS SEAL SHALL NOT BE CO BE A VALID TRUE COPY. F FILED MAP No. DATE CERTIFIED ON �`I'q-OCO f�Ar� TAX MAP No. 1000-117-4-33 CRD. 16-234 ®�. ��+� DISK 2019 Q T fir; �,� HAROLD F. TRANCHON JR. P.C. LAND SURVEYOR P.O. BOX 616 1866 WADING RIVER— MANOR RD. WADING RIVER,43 NEW YORK, 11792 N.Y. LIC. No. 048992 631-929-4695 HAROLD F. T RA N ONQJ 'PENN. LIC. No. 2115—E SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 11 APPROVAL OF CONSTRUCTED WORKS FOR 19-21 LOT AREA = 14,912 SQ. FT. ( 0.342 ACRES ) A SINGLE FAMILY RESIDENCE AND 21-34 .. DATUM N.A.V.D. 1988 /(� 21-273 24 NDD► S cSSo - -18 1 STY FR ACCESSORY STRUCTU E Owe N.OII�,:of �.. o .. H.S.Ref.No. 667 1 (NO OCCUPANCY) The sewage dtsposal art!waters faCl' t an haven hiPaded�aTdlor ogrdt"rslt by�Tts SPP oro r agencies and found to NOW OR FORMERLY AMU 0 OF BEDROOMS4&iA TUTHIL MARK AND DIAN 10.10 ,, CraPi9nepper, t'. 4'Chie N 04 59'00"E N OTO ,2p E Offic�� astewatp �" t .3'E fd pipe m on fc 1.8's k 1�3• wall . wall 0.7'E 115.8- I 2.9'E� 3 fr shed 1.0'S 1 STY ro n� 0.7'S I FR BLDG.b! —22.5' t I0 00 7.6- INGRD POOL d ell w wall 1.4'N . � •� 13.5x27.5' dome/ 0 ��Iln NJ �n o I 12.3' lo. 8'x4' C( V N? ° roof over Z- M Water stoop o �? �1 \ w v line\ O Iw x \ - �I ZO � U � FC 2 waste 48.5' 24' 'c 4' C) f�7 1.1'S it \e � 0 � = O I I w 13.5' 29.1' •, o LTi O covered porch? m D N O 0;20 o 6.0' 30.6' eqa°p D CO) ale 2 STY FR DWELL 1 .6' fc 1.1'N z 0 to ITT O O ' M Z � a O M 9DD 14.7' x R° m o m ao rn ! 0 12.8' �. GAR N `° CD � m G� \ n W roofed wall 0 FrI 0.4'N D 0 OD 21.0' 4-, 1535.5' 00 wall I a21.5.13' 38-23.5' water 1.2'N� ITl Cl fl 1p service n CD `• Ip O I 0 c FC'S I I 200.1 0'(deed) fd mon 200.00'(act) fd tk fd pipe � s S 07°05'20"W 101.29' water : ! meter LC i overhead f l;J I_ wires — I � NEW SUFFOLK ROAD OCT `�.�. -,a,7 NOV 0 9 2022 I �. NOTE � . u.� WATER LINE and WASTE UNE AS1-I°gv'Tr.rA.,�-r•aoa' pOole LOCATED BY BUILDER THE EXISTENCE OF RIGHT OF WAYS AND OR EASEMENTS 10-30-2022 REVISED ADDED WATER UNE and WASTE LINE OF RECORD. IF ANY. NOT SHOWN ARE NOT GUARANTEED. TO 1 STORY FRAME BUILDING NOTE: CESSPOOL, SEPTIC TANK, DRYWEU_ & WATER SERVICE LOCATIONS BY OTHERS. 9-20-2022 FINAL SURVEY THE OFFSETS (OR DIMENSIONS) SHOWN HEREON FROM THE STRUCTURES PD THE PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE Nor JOB No. 19-75 FILE No. 987 F INTENDED TO GUIDE THE ERECTION OF FENCES. RETAINING WALLS. POOLS. PATIOS. PLANTING AREAS.ADDITION TO BUILDINGS OR ANY OTHER CONSTRUCTION. SURVEYED FOR SARAH ANN APGAR AND SEAN ROBERT APGAR UNAUTHORIZED ALTERATION OR A130MON TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION TAW. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED.AND ON HE BEHALF To THE TITLE COMPANY. GOVERNMENTAL SITUATED AT NEW SUFFOLK AGENCY AND LENDING INSTITUTION LISTED HEREON.AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. GUARANTEES ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS TOWN OF SOUTHOLD, SUFFOLK COUNTY, N.Y. OR SUBSEQUENT OWNERS. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR SCALE 1" = 30' DATE 4-11-2019 EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALLD TRUE COPY FILED MAP No. DATE CERTIFIED ONLY TO: TAX MAP No. 1000-117-4-33 CRD. 16-234 SARAH ANN APPVaR=DANDAN EjEAN ROBERT APGAR DISK 2019 GUARDHILL F)N, CIA[:'--- HAROLD F. TRANCHON JR. P.C. REPUBLIC �ITLF I SCICOM?ANY LAND SURVEYOR HAMLET TITLE AGENCY;SNC 0-1 P.O. BOX 616 1866 WADING RIVER—MANOR RD. WADING RIVER, = ` NEW YORK, 11792 ,N. . LIC. No. 0 8992 631-929-4695 HA 0 D FT<R. H�O�N�z1R: ��p�ENN. LIC. No. 2115—E NYSI F New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � D ^"^^^^ 262849109 ASSUREDPARTNERS NORTHEAST LLC f 100 BAYLIS RD STE 300 0 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JNS CONTRACTING LLC TOWN OF SOUTHOLD,TOWN HALL 256 ROUTE 25A ANNEX BUILDING, 54375 ROUTE 25 WADING RIVER NY 11792 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12047795-6 203535 09/30/2020 TO 09/30/2021 3/9/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2047 795-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/MIWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE . COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1056580695 U-26.3 voalc Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1 b.Business Telephone Number of Insured JNS CONTRACTING LLC 631-929-5500 256 ROUTE 25A WADING RIVER,NY 11792 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 262849109 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Town Hall Annex Building 3b.Policy Number of Entity Listed in Box"I a" 54375 Route 25 DBL402104 P.O. Box 1179 3c.Policy effective period Southold, NY 11971 1 02/01/2021 to 01/31/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. E] C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. F1 B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/9/2021 By Via 4t (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (Only if Box 4C or 56 of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) DI III I�iiiimiiiiiiiiiiiiiiiiiii�uiuiiiiiuiiIIIIII ® DATE(MMDD/YYYY) ACC)o CERTIFICATE OF LIABILITY INSURANCE 03/09/2021 THIS CERTIFICATE IS ISSUED ASA MATTER OF INFORMATION ONLYAND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT. If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Dawn Savlan0 NAME: AssuredPartners Northeast,LLC. PHONE (631)465-4000 FAx (631)465-4005 AIC No Ext): AIC,No 100 Baylis Road E-MAIL dawn.saviano@assuredpartners.com Suite 300 INSURER(S)AFFORDING COVERAGE NAIC 9 Melville NY 11747 INSURERA: Southwest Marine&General Insurance Co. 12294 INSURED INSURER B: Merchants Mutual Insurance Company 23329 JNS Contracting,LLC INSURERC: WestAmerican Insurance Company 44393 256 Route 25A INSURER D: INSURER E: Wading River NY 11792 INSURERF: COVERAGES CERTIFICATE NUMBER: 10/19/2020 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. rA TYPE OF INSURANCE AIJULIbUtlirt INSD WVD POLICYNUMBER MMIDDY/YYYY MMDD EFF POLICY EXP LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 100,000 X Contractual Liability MED EXP(Any one person) $ 5,000 GL2019LHB00460 10/20/2020 10/20/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY❑X JET 7 LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ B OWNEDX SCHEDULED CAP1061237 08/06/2020 08/06/2021 BODILYINJURY(Per accident) $ AUTOS ONLY HIRED NON-OWNED PROPERTY DAMAGE $ X AUTOS ONLY X AUTOS ONLY Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 A EXCESS LIAB CLAIMS-MADE EX2019LHB00144 10/20/2020 10/20/2021 AGGREGATE $ 4,000,000 DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑ NIA E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ Leased Rented Equipment C BMW56936399 10/20/2020 10/20/2021 Limit $25,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Town of Southold,Town Hall Annex Building,54375 Route 25,P.O.Box 1179,Southold,NY 11971 is included as an Additional Insured as required by contract subject to the policy terms,conditions and exclusions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold,Town Hall Annex Building ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE P.O.Box 1179 Southold NY 11971144 ©1988-2016 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD ante tate �-amxp Project . 6580 new suffolk-.rd ' RI ♦ q[Zq O.'qf dA tl,dl M(•P,flr a Energy Code: 20,181 JECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,940 ft2 Glazing Area 11% CI•imate Zone: 4€.(5V- 2:"My-. Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 6580 new s-dffbik-rd JNS contracting robert higgins arrchitect new sU'ffolk,NY Rte 25a 50 hidden acres'path wading river wading Timer,NY 11792 s a-R Compliance: 0.9%'Better Than''Code Maximum UA: 454 Your UA: 450 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than code index refrects how diosetocomp[iancethehouse;is based on codetrade-aff ruies. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies,- Gross Area Cavity ( Perimeter Ceiling:Flat Ceiling or Scissor Truss 1,380• 38:a 0.0 .&,U30 41 Ceiling 1: Cathedral Ceiling 450 21.0 0.0 0.048 22 Wall:Wood Frame, 16" o.c. 3,D10 21.0 0.0 0.057 146 Door 1:Solid Door.(under 50%glazing) 92 0.250 23 Door: Glass Door over 50%glazing) 80 0.300 24 SHGC: 0.30 Window:Wood-France 280 0:300° 84"' SHGC: 0.30 Wall 1:Wood Frame, 16" o.c. 200 15.0 0.0 0.077 15 f400c-All-Wo-idIbl cuss .95 '0.026 2 =basemerit rrr.,folst:*-Wbo-d joist .Toss 178 -38.0 4.0 .0.02.6 5 i Basement: Solid Concrete or Masonry 1,424 0.0 11.0 0.062 88 Wall height: 8.0' Depth below grade: 6.0' Insulation depths'8.V P Project Title:-6680.new•suffolk-r-d Repart'date: 06/08/21 Data filename: Page 1 of10 Comoffance'Statement The proposed bii lding design described-h-re' nsistent with,the building plans, specifications, and other • calculations submitted with the permit application.The proposed u' en designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the man listed in the REScheck Inspection Checklist. ROBERT HIGGINS ARCHITECT J �/ '�®>.. 617/202 Name--Title r. Date ��. P�3010 • Project Title: 6580 new suffolk rd Report date: 06/08/21 Data filename: Page 2 of 10 REScheck Software Version, r RESkheck-We4. n-t spectiom-CheckUst". , Energy Code: 2-018-JECC- Requirements: 92.0% were addressed directly in theREScheck.software Text in the "Cornments/Assumptions" column.is provided..by the user in-the REScheck Requirements screen.:For each. requirement,the user certifies that a code requirement will,be met and:-how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Field Verified;�J i6h!Plaw : P Wk. Ccfin6ki/Assumptions,Va -Value Value : 103.1, Construction drawings and :documentation demons .-TIComplies :Requirement will be met. 103.2 trate Does Not 11 code comprronceforthe FI Not-Observ6bie �bdilding envelope.Thermal " =envelope represented on " "EINot Applicable 1 construction.documents. 103.1, ;Construction drawings and ZTComplles Requirement will be met. 103.2, ;documentation demonstrate Does Not 403.7 :energy code compliance for IPR311 blighting and mechanical systems. UNdtObservable ca Systems serving multiple Applicable dwelling,,units must demonstrate. compliance with the IECC Commercial Provisions. 2A'.-,. .,'�',I.-,Keatng'a.nid-cocitin :70Complies .g.equipment is 1 ;Heating: Heating: ,.Requirernent wW be Tnet. sized per ACCA_Manual S,based .Btu/hrBtu/hr� EE]Does Not calculated per ACCA ,IPR2,1, .',-..ton loads Cooling: Cooling: :[]Not observable Manual-}or other methods Btu/hrL_ Bturlhll— !Okot Applicable by thecodie official: 4 Additional Comments/Assumptions: I]High Impact(Tier 1) Medium Impact Mer 2) 1 Low Impact Mer 3) Project Title: 6580 new suffolk.rd Report date: .06/08/21 Data filename: Page 3 of10 Ve'rifi 4 e `Section... i�7 _ f� ii Plant te e Foundation In - - ..-1 .— :C nti�wguir�s_�' -.00 Value.., 402.1.1 :Condition6d,basement wall R- OComplies :See the Envelope Assemblies I [F04]1 !insulation R-value.Where interior R R- -"E]Does,Nbt table for values. � ;'insulation-is used,verification !E]Not.-Observable .,may need to occur during linsulation Inspection. Not ;ElNot Applicable required in warm-humid locations �4nCfimalte Zone 3. ,',[]Complies ;Requirement will be,met. 303.2 Conditioned basement wall [F0511 'insulation installed per " ;�[]Does Not imanufacturer's instructions. EINot Observable i. NotApplicable '402.2.9 ;Conditioned'basement will ft ft ElComolies ,Seethe Envelope Assemblies [FO6]1 :insulation depth of.burial or UlDoes Not :table for values. distance from top of wall., ig) '0Not.ObservabJE1.,; E]Not Applicable 4; 303,2,1.;2, %A protective covering is installed 0Complies Requirement will be met. �(150111 -,?,1,,Aozprotect013oesNdt expose�d-extefior insulation andextendsa 3m!Mmum of 6 in, below grade. 'ONot Observable Not.App firable. Compli ;Requirement will be met. [4019 Snow-and ice-melting system 2' Does Not 2 011 controls installed. ONit Observable r0Not Applicabie Additional Comments/Assumptions: 1;1 J.-Migin Impact Mer 1) :Medium impact(Tier 2) 1�3`_]Low Impact(Tier�3) ' Project Title: 6580 new-suffolk.rd Report-dates 06/08/21 Page 4 of1,0 Data filename: sect;"on:.,' - FlansVerifietl Field Verified # ' Framing%:Rough-ln-lnspettion Complaes?:` Comments/Assumptions., Value . . Value 402.1.1, ;Door U-factor. U- U- :l]Complies ;See the Envelope Assemblies 402.3.4l]Does Not ;table for valves. [FR3]i ' Flo-, 0Not Observable ' iC1Not Applicable 402.1.1, ;,Glazing U-factor(area-weighted U- U- ;l]Complies ;See the Envelope Assemblies. 402.3.1, average), �i]DoesNot table for values. 402.3.3, 402.5 ;allot,Observable ! TFR211 ;[]Not Applicable F � 3033:-1-3 U4actors of fenestration products i,., s 7, ';..;,,: •r ti;;Elcompfes ;Requirement willbe met. [FR4]1 ;are determined in accordance = Q'Does Not r withethe NFRC test procedure or , Not Observable I ;taken from.the default table. f, `[]Not Applicable 402:4.1:1 ;i4ir•;barrierand,ttaermal:barrier -[]complies f [FR2311 ;installed per manufacturer's C - k aes Not instructions. f .']Not Observable 'Qs�lot Applicable 402.4.3 ;Fenestration that is not site built `;,.., ,;;.;=;.;,, ,`,:`- ', ;,,'.,K 1;ElComplies :Requirement will be met. [FR20]1 '-is listed and labeled as meeting =C7Does Not AAMA MIDMA/CSA 101/I.S.2/A440 i �QNbt Observable : or has infiltration rates per NFRC 400 that do not exceed code l]]Not Applicable limits. , IC-rated recessed lighting fixtures;; OComplies Requirement will be met. IF R-161, -sealed at housing/interior•finish F - L]Does Not -land labeled to indicate s2.0 cfm. leakage at 75 Pa. a: -" -,: r•E]Not Observabfe °.y ;. QNotApplicable 403.3.1 ;Supply and return-ducts in attics ='OComplies 'Requirement will be met. [FR121i insulated >='R-8 where duct is " Does Not >= 3 inches in diameter and.>_ 43� UNot Observable R-6 where < 3 inches.Supply and; : <. return ducts in other portions of k'a' '' F'•` :3�17Ntxt Applicab{"e ,the building insulated>=R-6 for diameter>= 3 inches and R-4.2 for<3'inches In diameter. 403:3.2 ;Ducts, air handlers and filter .';;Complies ;Requirement will be met. [FR1311 boxes are sealed with F [ Does.Not A-4) ,joints/seams compliant with Observable International Mechanical Code or International Residential.Code, as r 'I]NOt Applicable ;applicable. 403.3.5.• 'Building cavities are notused.as '- ; Complies ;requirement will be met. [FR15j3� _,ducts.or plenums. ;ClDoes Not IpNotObservable 'ii]Not Applicable 403;4_ , a-�% HVAC°piping conveying'hiids ;`R- R- ii0complies ,Requirement Will be rnet. [.FRl7;12'` ;;above 305°F or chilled fluids UDoes Not ` below 55 QF are insulated to>_R- j ;phot Observable.) 3. jlNot Applicable 403.4.1 ;Protection of insulation on HVAC `' ,QComplies 1 Requirement will.be met. [FR2411 _ ,;piping. : , UDoes'N6t - `pNot Observable i ,.,. pNot.Applicable.. 403:5;3- »'Hot water pipes are insulated.to ;/R-y R- il]Complies Requirement will,be met. [F 1812 _ >_R-3. Oboes Not = CNot Observable ;( Not Applicable 1.1 High Impact(Tier 1) ::"Z y Medium Impact(Tier 2) 3:; Low Impact-(Tier 3) Project Title: 6580 new suffolk rd Report date: 06/08/21 Data filename: Page 5 of10 ` . � Se lue 'Requirement will be met. complies �jintakes and exhausts. `t: Not ApplicableAdditional — ['I 1'.Hi§h Impact(Tier 1) 1�',�t,,t[Medium Impact(Tier 2) J,,5`,J)-ow Impact(Tier 3) � / � � ' Project Title: 558Onew suffolkrd Report date: AG/OQ/Zl Data enama: Page OuflO [: ljhtdlAtion,'ins)eciion,. Plans Verified Fi eK V- 6 C0 lie !o MTe sdMobl-o'n 5 Val Value,` &Feq 3. -. omp tes Requirement will be met. 303. insulation it labeled EIC I* [11\11312,� or the installed-11-values 11TI'Does N'ot provided. ...... vable 4, ONot Applicable i 402.1.1, Floor-insulation R-value. i R- i R- ;C]Complies See the Envelope Assemblies 402.2.6 E] Wood 01 wood.- '13boes Not 'table,for-values. [IN111 D'Steel' Steel '"IMOU Observable ONot Applicable �:!,Z] 303,2, Floor insulation installed-per Complies " 402.2.8 manufacturer's instructions and ©Does Not 5 [IN211 in,substantial contact with the. - )EINot Observable underside of the subfloor, or floor 'framing cavity insulation is In NotApplicable contact with the top side of 1*sheathing, or continuous insulation,is,installed on,the. underside of floor framing and :extendsfrom the bottom to the 1- top.6f,.al4,,.perimeter.floor-framin,g t, :members: 402.1.1, Mali insulation R-value. If this is a R- x R- ElCompfies See the Envelope Assemblies table for.values. Wood: -Wood- ;Does Not. 402.2.5, mass watt,with at least 1 .of,the E-1; 402 0' Mass E].mass !E]Not Observable M wait.insulation on the wall [IN311 lexterior,the exterior insulation 0 Steel 0 Steel ;DNot Applicable ;requirement p ,a plies..(FRI.O.). ElCornpjles. Requirement will..be,met- 303.2 Mallinsulation is installed Per 1"!"�t� [IN411 ',manufacturer's instructions. 111,-�............ Does Not :iE]Not Observable NbtApplicable Additional Comments/Assumptions: _T � ' I'l High Impact(Tier 1) ]_�ZTMedfum Impact(Tier 2) Low Impact(T7ie7r�3) Project Title: 6580 new suffolkrd Report date: 06/08/21 Pag6 7 of10 Data filename: S.ectionPlans Heiifid ` Fidid,Verified-: 'ts Assum tion's :# F:inal,lnspection Provisions Value `Value Comp ie Commen /_ p &lie ID ; 4b3:6 1" ;All mechanical ventilation system, Complies ,Requirement will be met. [FI251?�� ;.Mans not part of tested"and'listed ± Does Not 'HVAC equipment meet efficacy ;".,;,DNot Observable 'sand airflow limits per Table []NotApplicabie =11403.61. 4032 'Hot water bolters supplying heat 4 :h Complies !Requirement will,be.met. through one-or two-pipe heating , Does Not F systems have outdoor.setback i ;4;�Not Observable ' control to lower boiler water QNot Applicable k*`4temperature based on outdoor 9 temperature. 1 403.5.1;1,1,, Heated water circulation systems �Camplies ;Requirement will be met. [FI2`8l have a circulation pump.The :',. `;-; ., `1ODoes Not system return pipe is a dedicated`± ;[]Not Observable ;return pipe or a cold water supply ;:rs „phot Applicable ;pipe.Gravity and thermos- syphon circulation systems,are _ not present.Controls for i circulating hot water system, PUMPS start the pump with signal. - for hot water demand within the ;occupancy.Controls automatically turn off the;Pump ' when water�is in circulationloop l is at set-point temperature and. 'I j ;no demand for hot water exists. = [40,512 cElectric heat trace systems []Compfies :Requirementwilf`bemet. FI29]2 ;comply With 1 IEEE 5,15 .or U1 I pDoes'Not ;515. Controls automatically ° ". ,[j Not•Observa'ble 't adjust'the energy input to the 4' -1pNatApplicabfe ;heat tracing to maintain the ;. ldesire d water temperature in the ; r '....• �[ .,i Piping•. ' 403:5:2 ,, Demand recirculation.water a �Com,plies ,Requirement will be met. [Ff30]zsystems have controls:that ,.pDoes Not ,manage operation of,the,pump f []Not Observable and limit the temperature of the p'Not Applicable i water entering the cold water ;piping to<= 1049F. 4034,5,-4 .,Drain water heat,recovery units ;+_,, ra; Complies :Requirement.Wifi.be met. [F131]2` ``.tested in accordance with CSA ? '_ pDoes Not B55.1.Potable water-side ;`: QNot Observable pressure loss of drain water heat EIN'ot Applicable ` recovery units < 3 psi for individual°units connected'•to one 1 Jnr two showers.Potable water- side pressure loss of drain water j' heat recovery units<2 psi for 4 individual units connected to three or more showers. 404.1 90%or more of permanent" IC-IComplies ;Req.uirement wffls.be met. [Fl6]1fixtures=have high efficacy lamps. }ClDoesiV' ot []Not Observable _ , Not Applicable 404.1:1:- i Fuel gas lighting systems have 1-lComplies :Requirement will'be met. [F123]3 ino continuous pilot light. j []Does Not ,.3,. 4.•{:- °.'- >. "ONot0bservable ',[]Not Applicable 40,1 3 !Compliance certificate posted. ;�Gomplies ;Requirement will be met. zt[7Does N'ot f ,E]Not Observable 1 :C1Not Applicable 1;High Impact°(Tier 1) 2';Medium.impact(Tier 2)' 3" Law:Impact(Tier 3) Project Title: 6580 new suffolk rd Report date: 06/08/21 Data filename: Page 9 of10 ' 303-J man ufacturer manua'is'for UComplles !Requirement will be met. -nNot Observable sys ems t have been provided. ' -:,EINot Applicable Additionail � � � . � Project Title: 6588new suffulkro Report date: 06/08/21,..,,- — Page ��oYlU Data filename: —� ` 2018 IECC Energy t ;Effidency Certificate Insulation Rating; R-Value Above-Grade Wall 21.00 Below-Grade Wail 11.00 Floor 38.00 Ceiling /Roof 38.00 Ductwoek(unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0:30 0:30 Door O'.25 0.30 Heating .. Heating System: Cooling System: Water Heater: Name: Date:. Comments OCCUPANCY OR APPROVED AS NOT D USE IS UNLAWFUL WITHOUT CERTIFICATE DATE:. B.P.# s � OF OCCUPANCY FEE''��g(o 19t0 BY: NOTIFY BUILDING DEPARTMENT AT 765-1802 8 AM TO 4 PM FOR THE .FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE COMPLY WITH ALL CO[OES OF 2. ROUGH - FRAMING & PLUMBING NEW YORK STATE & TOWN CODES 3. INSULATION AS REQUIRED AND CONDITIONS OF 4. FINAL - CONSTRUCTION,MUST BE COMPLETE FOR C.O. OUTHOLD TOWN ZBA ALL CONSTRUCTION SHALL MEET THE 5", OUTHOLD TOWN PLANNINGBOARD REQUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR UTHOLD TOWN TRUSTEES DESIGN OR CONSTRUCTION ERRORS: ® .Y. DEC DO NOT PROCEED WITH RETAIN STORM WATER RUNOFF FRAMING,UNTIL_SURVEY OF FOU BEENIAOPPROVEDI. OF THEPURSUANT TOWN CODE. CHAPTER 236 HAS TRUSS PLACARDING REQUIRED Fire separation All exterior lighting required as per installed,replaced or NYS Code repaired shall conform __ 172.._ . to Chapter ___- of the Town Code PLUMBER CERTIFICAT1O.", ON LEAD CONTENT BEFOF , CERTIFICATE OF OCCUPA;'N'' ftMTiltdtL[I@9PMTfdhl MuMo SOLDER USED IN - SUPPLY SYSTEM CAIN,^- Blower door EXCEED 2/10 OF and ductwork PLUMBING testing required. ALL PLUMBING'WAS TE &WATER LINES IEEE'. Must provide Manuals TESTING BEFORE CO`•�' D, J and S as per NYS Energy Code r GENERAL CONSTRUCTION NOTES Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES FASTENING SCHEDULE In combustible construction where there is usable space both above and MIN. UNIFORMLY DISTRIBUTED LOADS BASED ON TABLE R602.3 (1) NAILING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. below the concealed space of a floor-ceiling assembly, draftstops shall be as adopted b New York State May 12, 2020, PLUMBING FIXTURE TRAP SIZE LIVE DEAD p Y Y installed so that the area of the concealed space does not exceed USE LOAD LOAD Additional Code Compliance: 1,000 square feet. Draftstopping shall the concealed space into approximately MINIMUM DESCRIPTION NUMBER AND TYP SPACING AND 2020 Energy Conservation Construction Code of New York State, the equal areas., Draftstopping shall be provided in the following locations: inches Uninhabitable attics without storage 10 OF FASTENER LOCATION 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 1. Ceiling is suspended under floor framing. Bathtub with or without shower headg Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. 2. Floor framing is constructed of truss-type open-web or perforated members. ITEM ROOF FRAMING and/or whirlpool attachments ALL CODES shall supercede the drawings and shall be incorporated into the 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER the are indicated on the Plans or NOT. 4-8d Box (2-1/2")OR 9 Y 15. No backfill shall be laced against the foundation walls Bidet 1-14 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON EACH RAFTER,TOE NAIL p 9 Balconies(exterior)and decks 40 10 until the first floor framing is in place or brace the foundation Clothes washer standpipe 2 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR EACH JOIST,TOENAIL Additions,Alterations & Renovations: shall conform with Appendix J Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 CEILING JOISTS NOT ATTACHED TO PARALLEL 3-8d COMMON 16. Double joists under parallel partitions and under whirlpool tubs. Floor drain 2 Guards and Handrails 200 3 RAFTER LAPS OVER PARTITION TABLE R802.5.1(9) EACH LAP 2. Written Dimensions take precedence over scaled dimensions Double around openings in floor and roof framing. CEILING JOISTS ATTACHED To PARALLEL Kitchen sink (one or two traps, with or Guard in-fill components 50 RAFTER HEEL JOINT TABLE 8802.5.1(9) EACH LAP 3. The contractor prior to the start of construction shall verify all 17. Metal flashing shall be installed were concrete abuts wood, without dishwasher and food waste disposer) 1-1/2 5 COLLAR TIES 4-1od BOX (3") OR dimensions, existing or new and be responsible for field fit. and were decks abut house framing. Laundry tub (one or more compartments) _ passenger vehicle garages 50 OR 1 114"X 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER Lavatory - Rooms other than sleeping rooms 40 10 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, 18. Install joist hangers at all flush structural load bearing conditions. ShOWer (based on the total flow rate through Sleeping rooms 30 10 shall be installed in accordance under latest State approved Building Codes. 4-1od Box 1 TOE NAILS ON OPPOSITE SIDE All systems are to be desi( ned, installed, & specified b the general contractors; HVAC, showerheads and bodysprays) OF EACH RAFTER OR TRUSS y 3 p Y 9 19. All habitable rooms shall be provided with aggregate glazing area Stairs 40 20 4-16d OR electrical Or plumbing sub-contractors. of not less 8 percent of the floor area of that room, and the minimum Flow rate: 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 3-1od COMMON TOE NAIL Electrical certificates are to be provided the electrical contractor. o enable area to the outdoors shall be 4 percent of the floor area being 5.7 m and less 1-1/2 Root W p p g gpm 3-16d BOX OR ventilated. Refer to Residential Code section R303 More than 5.7 gpm up to 12.3 gpm 2 END NAIL 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 2-isd COMMON ♦ ` of 2000 pounds per square Foot. All Footings shall be 36" below rade Minimum. It shall More than 12.3 gpm up to 25.8 gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE WALL FRAMING v p p q 9 g 20. All window and door headers to be 2-2x10 unless noted otherwise. More than 25.8 m U to 55.6 m 4 Z be the responsibility of the general contractor to verify the depth of all existing footings gpm P 9p STRUCTURAL MEMBERS DEFLECTION 16d COMMON `V disturbed b construction. Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) 24"O.C.FACE NAIL W V) Y 21. Vent dryers to exterior as per Section M1502 g p g 3.5"x 0.162") Vent range hoods as per Section M1503 no finished ceiling attached to rafters L/180 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX O Where the building official determines that in-place soils with an allowable bearing capacity Bathrooms/mechanical ventilation as per Section M1507 INTERSECTING WALL CORNERS AT BRACED WALL PANELS 3-1/2"x 0.162" 16"O.C. FACE NAIL of less than 1,500 psf are likely to be present at the site, the allowable bearing capacity shall Interior walls and partitions H/180 10 BUILT-UP HEADER 16d COMMON 16"O,C. FACE NAIL ALONG EDGES be determined by a soils investigation. 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per TABLE R302.6 (3-1/2"x 0.162") p L/360 5-8d BOX(2-1/2"X0 113") 6. Cast-in-place concrete sh;911 be air entrained; 5% < 7%total air content b volume and have the Section 314 and NFPA 72 . Shall be provided in each sleeping Room, DWELLING-GARAGE SEPARATION 11 CONTINUOUS HEADER TO STUD OR 4-8d COMMON TOE NAIL p Y outside of each separate sleeping area in the immediate vicinity of the bedroom All other structural memebers L/240 O ,. p p g Y SEPARATION MATERIAL 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 16"O.C.FACE NAIL W an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, and on each story of the dwelling, including basement and cellars and not less than Exterior walls with stucco finish H/360 garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. DOUBLE TOP PLATE SPLICE SDCs SPACING WITH 8-16d COMMON OR � Z 3 feet from the bathroom door containing a bathtub or shower. Alarms shall be NOT LESS THAN ill"-INCH GYPSUM OR FACE NAIL ON EACH SIDE OF END All Concrete shall conform to the latest ACI standards. 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 JOIST MIN 24"LAP SPLICE LENGTH interconnected and hardwired to a commercial source. 13 ) ) WHENEVER an alteration, addition, or conversion is made to an Existing NOT LESS THAN 5/8"-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 Q � ) j Reinforcement: Steel reinforcement shall comply with the requirements FROM HABITABLE ROOMS ABOVE THE GARAGE 12 16d(3 112"x 0.135") (, ..� p Y q Residence, the smoke detection system of the ENTIRE residence must be BOARD SIESMIC BRACED WALL LINE SPACING>25' JOIST)MIN 24"LAP SPLICE LENGTH) of ASTM A 615,A 706 or A 996. brought u to code, hardwired and interconnected. L=span length, H=span height W -' 9 p STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL � O Minimum yield strength of reinforcing steel shall be: 40,0000 psi ( grade 40), USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 1/2"-INCH GYPSUM BOARD 14 OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL r/)1 required reinforcement shall be in accordance with Table R404.1.2(1)thru 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 TABLE R802.5.2 U ^^'' R404.1.2(9). of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area GARAGE LOCATED LESS THAN 3 FEET FROM A NOT LESS THAN 1/2"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 O W in the immediate vicinity of the bedrooms. combination carbon monoxide 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 Location of Reinforcement: The center of vertical reinforcement in basement walls shall beEXTERIOR WALLS THAT ARE WITHIN THIS AREA and smoke alarms shall be permitted in lieu of carbon monoxide alarms. RAFTER RAFTER GROUND SNOW:20 PSF 3-16d BOX 0- OPENINGS v J located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). SLOPE SPACING 16 TOP OR BOTTOM PLATE TO STUD 2-16d COMMON END NAIL Vertical reinforcement in basement walls shall be located All CO alarms shall be connected to the lighting circuit with no intervening wall OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN O O V provide a maximum cover of 1-1/4 inches from the inside face. g g g SHALL COMPLY WITH TABLE 8702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. p switch with battery backup. Battery-powered 3-16d BOX ry p. ry-powered alarms are not allowed. RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 2-16d COMMON FACE NAIL Concrete basement foundations shall have horizontal reinforcement as follows: 24. WALL BRACING. Buildings shall be braced in accordance with SHALL MEET ASTM Ell AND FIRE STOPPING PER ASTM E814 OR UL 1479 1�w Based on R404.1.2(1)- (includes basement entrances and window wells) section R602.10.4.2 Continuous sheathing method. NUMBER OF 16D COMMON NAILS 18 1" BRACE TO EACH STUD AND PLATE 3 8d BOX 0. Z 2-8d COMMON FACE NAIL Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of End conditions for braced wall lines for the continuous sheathing shall conform 3: 12 16"O.C. 5 8 10 13 wall and One#4 bar neat-mid-height of wall. to Figure R602.10.7. Braced wall panel connections Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of shall comply with nailing schedule and Figures R602.10.8(1) & R603.10.8(2) TABLE 8301.2.1.2 Windborne Debris protection 4: 12 is"O.C. 4 s 8 10 wall and One#4 bar near the third points in the wall story. Fastening Schedule for wood StruCtLral panels E 5: 12 16"O.C. 3 5 6 8 o c ca N 25. WIND DESIGN: shall be as per R301.2.1 A continuous load path shall be o.E 7. Base design value for visually graded dimensional lumber: Joists, studs Rafters and All provided to transmit the applicable uplift forces in section 880211.1 from the Fastener Panel Span Panel Span Panel Span 7: 12 16"O.C. 3 4 5 6 T E Type Less than or less than or less than or FLOOR FRAMING w E L 2 N 4 o Framing lumber shall be DOUG-Fir Larch #2 or better, E = 1,600,000 roof assemblyto the foundation. Yp o .�' " o Min. Fb for dimensional lumber= 850 psi. equal to 4 feet equal to 6 feet equal to 8 feet 9: 12 is O.C. 3 a 4 5 Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3 3 4 4 21 4 8d BOX o a o 12: 12 16"O.C. JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PER JOIST-TOE NAIL •c� �� w ��w o Including but no limited to: Deck Framing, Posts, Headers, Girders& Ledgers. asphalt shingles shall be tested in accordance with ASTM D 7158 and classified ba 8 Wood screw 16 inches 10 inches o y S M Y .�. N G O O O Ulm ` O O.O as per Table R905.2.4.1 of the NYS Residential Code. based anchor with 8 inches RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON a U Y aa� m 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 NAIIL a N w C `o M C a`o c 3° 2 inch embedment a)L In a 3 Lin 3 0 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS L Z _ o L U a.) All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D p g g lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT BLOCKING To JOIST c 40, O c n m rn or stainless steel. copper roofing nails, minimum 12 gage shank with a minimum- 2 iod Box 2 s = 3/8" inch diameter head. The fasteners shall penetrate through the roof sheathing CONNECTION SHALL BE INCREASED AS FOLLOWS: 23 2-8d COMMON EACH END N m T in n o L `.E b.) Use Copper flashing, Only against ACQ Lumber Sill Plates and comply with ASTM F 1667. M°nimum number of fasteners as per manufacturer No 10 Wood screw 4-isd BOX s "ca o� Q o c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc based anchor with 16 inches 12 inches 9 inches H c / H r HEEL JOINTAJDUSTMENT FACTOR 24 BLOCKING TO SILL OR TOP PLATE 3-i6d COMMON TOE NAIL a� o co ,C c a� , Et- but not less than 4 per strip. shall be Hot-Dipped Galvanized or Stainless Steel. 2 inch embedment on center on center on center L 6.2 L= E o a 2 2.Z'C 5 L ui b C U c 27. Flame Spread Index: 8302.9 len ht 1 /4 1.33 ( ) 3 16d COMMON `0 N C - ¢ N cu N _ r- o g 25 2" PLANKS PLANK&BEAM FLOOR&ROOF AT EACH BEARING,FACE NAIL a� c n E= a�v 9. All Engineered Wood Products such as "Trus Joists, Micro-Lam, etc" shall be wall and ceiling finishes shall have a flame spread index 5 200 4-1od BOX E c o L N O U. 0 Hc°� mma- H � Ea�oa installed in accordance with the manufacturers latest installation details, Insulation material, vapor retarders within roof,floor,wall, ceiling assemblies 1 / 5 1.25 26 BAND OR RIM JOIST TO JOIST 4-1Od BOX PER JOIST Framing connectors,Allowable Hole diagrams, specifications, etc. &attics shall have a flame spread index:5 25 1 / 6 1.20 3-16d COMMON "Micro-Lam" Design Stress: E = 1.9, Fb = 2,600 psi, Fv= 285 psi a. This table is based on 180 ultimate design wind speed and a 33-foot mean roof height. Z "Parallam PSL" Design Stress: E = 2.0, Fb = 2,900 psi, Fv = 290 psi Smoke-developed Index: 8302.10 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM 27 BUILT-UP GIRDERS AND BEAMS U) _ "Anthony Power Beams Design Stress; E = 2.1, Fb = 3000 psi, Fv = 300 psi wall and ceiling finishes having a smoke-developed index 5 450 b. Fasteners shall be installed at opposing ends of the wood structural panel. STAGGERED ON OPPOSITE SIDES W �- ii1 Insulation material, vapor retarders within roof, floor, wall ceiling assemblies Fasteners shall be located a minimum of 1 inch from the edge of the panel. 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS a-16d BOX I-- U p 9 TABLE 802.11 EACH JOIST OR RAFTER,FACE NAIL 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 3-16d COMMON W (� W q &attics shall have asmoke-developed index:5 450 tested with ASTM E 84 or UL 723 RAFTER UPLIFT CONNECTION FROM WIND J � �� each sleeping rooms in basement, habitable attics, and every sleeping room c.Anchors shall penetrate through the exterior wall covering with an embedment length of Z Z J O shall have at least ONE operable emergency escape opening as follows: 28. SWIMMING POOLS. Shall conform to Section 8326 not less than 2 inches into the building frame. Fasteners shall be located not less than 29 BRIDGING OR BLOCKING TO JOIST 2 10d BOX EACH END, TOE NAIL J Z (D Sill height of not more than 44 inches above finished floor. 2-1/2 inches from the edge of concret block or concrete. RAFTER ROOF EXPOSURE C UJ Q O ll r g SPACING SPAN WOD STRUCTURAL PANELS SUBFLOORUJ A. Minimum net clear opening of 5.7 square feet. 29. SOLAR READY DWELLINGS: Shall conform to Section R324, (FEET) ULTIMATE WIND SPEED _ (Y () W F Except grade floor openings shall have a minimum net clear including but not limited to: Solar read roof zone area of not less than d. Where screws are attached to masonry or masonry/stucco, they shall be attached ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND y 130 140 PARTICLE BOARD WALL SHEATHING TO FRAMING U W � 0 = (D opening of 5 square feet. 300 s ft.Access and pathways, roof access points, round access areas. using vibration-resistant anchors having a minimum ultimate withdrawal capacity of Z N B. Minimum net clear opening height shall be 24 inches. q p Y g ROOF PITCH ROOF PITCH F 9 9 panels shall not be located less than 18"from a valley 1,500 pounds. <5:12 z 5:12 <5:12 s 5:12 SPACING OF FASTENERS W p DESCRIPTION OF NUMBER AND TYP (D -� C. Minimum net clear opening width shall be 20 BUILIDNG ELEMENTS INTERMEDIATE ROOF SHEATHING 0- D. emergency escape and rescue openings shall be operational A permanent certificate indicatingthe"solar-read zone" and other requirements of14 201 2s3 247 OF FASTENER PANEL EDGES Y q Exterior glazing in buildings located in Wood-Borne debris regions shall is"O.C.oc12 SUPPORTS GABLE END WALL FRAMING � from the inside of the room without use of keys or tools. this section shall be posted near the electrical panel or water heater by the builder, 6d COMMON 5 WHERE Basement contain more than one or more sleeping rooms, Glazed protected from wind borne debris. is"O.C. 18 277 259 342 322 ,� ( UBFLOOR,WALL) p g 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" an emergency escape opening shall be provided for EACH sleeping room. The main electrical panel shall have reserved space for a dual ole circuit breaker " p. „p p and the ASTM E 1886 as modified in IRC section 301,2.1.2.1 is O.C. 24 340 318 422 396 Emergancy escape and rescue opening shall open directly to the outside for future solar electric installation and labeled for future solar electric". 31 19132" - 1" 8d COMMON 6" SEE NOTE A 6" Garage door glazed opening protection for wind borne debris shall meet 16"O.C. 28 348 358 476 446 EXCEPTION: Grade floor or BELOW grade floor openings shall have 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 ANSI/DASMA 115. Areas within hurricane prone regions: a net clear opening of not less than 5 square feet. (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" 31. NEW Construction /Additions&Alterations: wind speed is 130 miles per hour or greater.(2). 16 O.C. 36 469 438 538 547 W 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on at least one side of each It shall be the responsibility of the General contractor or his subcontractors to submit (2). In areas where the ultimate wind design speed is 140 MPH or greater. 33 5/8" GYPSUM SHEATHING 1-1518"SCREWS TYPE W or S 7" 7" F- p Y 16"O.C. 42 535 499 664 622 � continuous run of treads or flight with FOUR OR MORE RISERS. in detail the design, calculations, drawings, written statements of the mechanical, T- z Handrail Height measured above stair tread nosing, shall not be less than air conditioning, ventilation. heating systems ( new, existing or upgraded) A. EXCEPTION: 16"O.C. 48 599 559 745 697 34 inches and not more than 38inches. All Handrails shall be continuous stamped by a professional engineer if required by the Owner or Building Dept. Wood Structural panels with a minimum of thickness of 7116 inch EXTERIOR WALL WOOD STRUCTURAL PANELS o the full length of the stair from a point directly above the top riser of a flight and a maximum span of 8 feet shall be permitted for opening TO RESIST WIND PRESSURES TABLE 8602.3 (3) N < ❑ to a point directly above the lowest riser of the flight. Handrails adjacent to .---- 6"DIAMETER -► protection. Panels shall be precut& predrilled to co'✓er the glazed openings uJ U) J 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. Label all panels and store in a clean d area of the house. MINIMUM NAIL MIN WOOD WOOD WALL (NAIL SPACING 5 W U and the handrail. see code for exceptions. „ p dry TABLE 507.9.1.3(1) STRUCTURAL PANEL STUD 7) � U) �.-• -'�' Attachments shall be provided in accordance with the table NAIL SIZE PENETRATION STRUCTURAL „ CONSTRUCTION TYPE at follows: DECK LEDGER TO BAND JOIST CONNECTION PANEL SPAN RATING THICKNESS SPACING EDGES FIELD 12. GUARDS: R312 Porches, balconies or raised floor surfaces located more than 30 "1", "II", "III", "IV", OR"V" above the floor or grade below shall have a railing not less than 36 inches in height. Railings shall have Top rails and Balusters the Bottom rails that are formed fA CONNECTION JOIST SPAN 8d COMMON NAIL 1.75 INCH 24/16 1/2" 16" O.C. 6" 12" (2.5 X 0131") NO MORE THAN 4 INCHES AP g openings REFLECTIVE RED DETAIL <6 6'1'TO 8' 8'1"TO 10' 101"TO 12' by 1 PANTONE#187 the perm permitted to be osuch a size that a tread fguard bottom rail of the in sphere he open side of a cannot pass through.stairway f� I 1/2"DIA. LAG SCREW INTERIOR GYPSUM WALL BOARD TABLE 8702.3.5 are ~ &1/2"MAX. SHEATHING 30' 23' 18" 15" Open sides of stairs with a total rise of more than 30 inches above the floor or grade below shall have guards not less than 34 inches in height measured / 1/2"DIA.THRU BOLT GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS REFLECTIVE 36" 36" 34" 29" APPLICATION ORIENTATION TO MEMBERS SIZE OF NAILS vertically from the nosing of the treads. WHITE FIELD r & 1/2 MAX. SHEATHING THICKNESS FRAMING SPACING NAILS SCREWS TO WOOD FRAMING 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' 13. WINDOW FALL PROTECTION: Were the top of the sill of an operable window 1/2„ CEILING EITHER DIRECTION 16"O.C. 7 12 5d COOLER NAILS opening is located LESS than 24 inches above the finished floor and GREATER TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 than 72 inches above the finished grade or other surface below on the exterior 3. NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD 1/2"DIA. LAG SCREW WALL EITHER DIRECTION 16"O.C. 8" 16" -'� "-• � 13" 11" 10" CEILING EITHER DIRECTION 16"O.C. 7" 12" of the building, the window must be provided with a window opening control device DESIGNATION FOR STRUCTURAL & 1/2' MAX. SHEATHING g p p g Applicant shall provide engineered wood placard �� 5/8 WALL EITHER DIRECTION 16"O.C. 7" 12" 6d COOLER NAILS [� a � COMPONENTS THAT ARE OF 1/2" 1/2" structural plywood that compiles with 8312.2.2 Window Opening Control Devices. on or adjacent to electrical meter box for field inspection. p� 1/2"DIA.THRU BOLT p p g TRUSS TYPE CONSTRUCTION 24" 21" 19" TYPE"X" AT 1-718"LONG 6d COATED NAILS OR to STROKE Panel, Attached to & 1/2"MAX.SHEATHING 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblockin shall be installed in "F" FLOOR FRAMING INCLUDING Residential structures with Truss type construction, „ GARAGE CEILING 16"O.C. g'+ 6„ EQUIVALANT DRYWALL SCREWS. g GIRDERS AND BEAMS Pre Engineered Wood Construction Andlor Timber Construction Frame in accordance 5I8 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH V Z accordance with 8302.11 thru 8302.11.2 and Draftstopping shall be for new dwelling and/or an addition,alteration with Table 8301.2.1.2 HABITABLE ROOMS IRC SECTION 8702.3.5.1 pp g g y LEDGERS SHALL BE FLASHED `� installed per R302.12 thru R302.12.1 "R" ROOF FRAMING a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 of the residential code LAG SCREWS SHALL BE STAGGERED PER R507.2.1(1) ~ > `n shall be affixed on or adjacent to any electric box attached to the exterior A.ULTIMATE WIND DESIGN SPEED IS 130 MPH OR LESS,NAILS FOR ATTACHING WOOD STRUCTURAL PANEL ROOF SHEATHING TO GABLE ^r en "FR" FLOORAND ROOF FRAMING of the structure for field inspection of New York State END WALL FRAMING SHALL BE SPACED 6"O.C.. Ix 0n ^O Fireblocking materials 8;302.11.1 shall be as follows: O 1. Two - inch nominal Humber UNDER SECTION 602 OF THE BCNYS A. WHERE THE ULTIMATE WIND SPEED IS GREATER THAN 130 MPH, NAILS FOR ATTACHING PANEL ROOF SHEATHING TO I TER DIATE SUPPORTS /�� 2. 1/2" gypsum board SHALL BE SPACED 6' O.0 FOR A MINIMUM 48"DISTANCE FROM THE RIDGES,EAVES AND GABLE END WALLS;AND 4"ON ENTER TO C) 3. Batts or blankets of mineral or flberglas shall be permitted for compliance TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES GABLE END WALL FRAMING O �cd M with the 10 foot horizontal fireblocking in walls constructed using parallel OF FOUNDATION MATERIALS DESIGN CRITERIA WINDOW UNIT rj `14 � rows of studs or staggered studs. 4. cellulose insulation installed and tested in accordance with ASTM E 119 or CLASS OF MATERIAL LOAD-BEARING PRESSURE ` O Crystalline bedrock 12,000 psf CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(l) � Winds speed: 140 UL 263, for the specific applications Sedimentary and foliated rock 4,000 psf p r C� T �O 'S'Oj;�; Sandy gravel and/or gravel(GW and GP) 3,000 psf No of stories: 2to WIND DESIGN SUBJECT TO DAMAGE FROM Sand,silty sand,clayey sand,silty gravel and clayey gravel o (SW,SP,SM,SC,GM and GC) 2,000 psf Mean Roof Ht: 30 ft GROUND WIND WINTER ICE SHIELD AIR MEAN SNOW SPECIAL WIND SIESMIC FROST /b t Clay,sandy clay,silty clay,clayey silt,silt and sandy silt Roof pitch: per plan PLYWOOD STORM PANEL LOAD SPEED TOPOGRAPHIC WIND BORNE EXPOSURE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL * i( (CL,ML,MH and CH) 1,500 psf Ro Length per Ian (MPH) EFFECTS REGION DEBRIS CATEGORY CATA DESIGN LINE TERMITE Bldg g p p SHUTTER DETAIL ZONE DEPTH TEMP REQUIRED HAZARD INDEX TEMP a.When soil tests are required by Section R401.4, Bldg Width Per planM s the allowable bearing capacities of the soil shall be part of the recommendations, Refer to General Notes for Panel 20 LBS 140 NO NO NO B B SEVERE 3'-01' MODERATE 11 YES NO 1500 or less 52.2 �� ©1901D bldg aspect ratio: 3:1 TO HEAVY ?' , b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf Nailin Sched: Table 8602.3 1 fastener requirements. Or are likely to be present at the site, the allowable bearing capacity shall be g ( ) M. In accordance with Section R301.2.1,2 the jurisdiction shall indicate the wind-borne debris wind zone(s).Otherwise,the jurisdiction shall indicate"NO"in this part of the table. O.[NYj The ground snow loads to be used in determining the design snow loads for roofs are given in Figure R301.2(6)for sites at elevations up to 1,000 feet. determined by a soils investigation. Sites at elevations above 1,000 feet shall have their ground snow load increased from the mapped value by 2 psf for every 100 feet above 1,000 feet. 2 Extent of header(two braced wall segments) Outside Elevation Extent of header(one braced wall segment) TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS Side Elevation TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING Min,3"x 11-1/4"net header Header ° , / 6-16d sinker nails OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING ° ' ', _ — ;-,'=• —'-; — 'I' METHOD WSP: EXTERIOR SHEATHING OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG shall occur at top of wall PER TABLE R602.3(3)-FASTENERS 6" BRACED WALL PANEL BRACED WALL PANEL ° , ° ° ° ° ° fasten top plate sinker header with •I !•! I,l (' ON EDGE, 12"FIELD. INTERIOR SHEATHING Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c, •I I•I I'I I' TABLE R602.3 1 . FASTENERS VARIES fastened to the required per R602.3.2 PER L ( ) "° king stud with Braced wall line J 2-16d NAILS EACH SIDE I I• 1 � I 6-16d sinker nails continuously sheated I•I s y with 1/2"wood Minimum 40001b header-to-jack-stud .I I•I METHOD CS-WSP: a, x Fasten sheathing to header with 8d common nails in 3 in.grid strap on both side of opening •I I'I structural panels r,. f• AS PER TABLE R602.3(3) z ° pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite sidle of sheathing •! I,I EXTERIOR SHEATHING ATTACHED Sd @ 6"O.C.ALONG 8d @ 6"O.C.ALONG TOE NAIL 3-8d NAILS _ WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.ALONG io °c' Minimum 40001b header-to-jack-stud strap .I (0.'131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER b on both side of opening opposite side of AT 6"O.C.ON EDGE AND 12" O.C. BRACED WALL PANEL ° Panel splice edges shall occur over •1 o L sheathing and be nailed to common blacking IN FIELD BRACED WALL PANEL °7 ° ° ° ° ° Min.Double 2x4 framing covered with minimum within the miiddle 24"of the portal- ' !: BRACED WALL PANEL k m °° BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL L ° ° ° °le 1/2"thick wood strucral panel sheathing leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: a iv � ° !° with 8d common nails @ 3"o.c, in all framing is required in each panel edge. _ I•I 1' SHALL BE MIN. 1/2"GYP.BD FASTENED 3-16d @ 16"OC ALONG @ 3-16d @ 16"OC ALONG 2 �° (studs,blocking,and sills)typical if needed ()' I I WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3 16d 16"OC ALONG W I'I I'I 1' UJ WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d KI 16" E EACH !° 2'to 18'(finished width) ° _ ,I I,I I I I' TABLE R602.3(1)FOR EXTERIOR WALL BRACED WALL PANEL BLOCKING MEMEBER j° Min Double 2x4 or SHEATHING ° ! Mer Table R602.10.5 2x6 Kin &Jack stud ° length9 1/2"min.thickness wood structural _ _ _ _ �: CONTINUOUS RIM OR CONTINUOUS RIM OR p panel sheathing ° I Min double 2 x post Z Q 'I • •I'I• •I'1 I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST END JOIST o io Ta M of studs per •I I•I 1�1 OVER AND BE FASTENED TO COMMON STUDS. i Min.(2)2x4 typ, Table R602.7(1&2) "' I° W p LO !° Min. (2)1/2"Diameter anchors III WALLS PANELS SHALL OCCUR OVER Q 2-16d NAILS EACH SIDE installed per section R403.1,6 AND BE FASTENED TO 1-1/2"THICK 'I I'I 1'I HORIZONTAL PANEL JOINTS IN BRACED with 2"x 2"'x 3/16"plate washer M •I I,I I' 6 ( I' .1 INTERIOR I•I g, CCMMON BLOCKING FULL HEIGHT BLOCKING t �n I-II•I ADDITIONAL FRAMING \—FULL , • SPACING !. CONTINUOUS ALONG LENGTH MEMBER DIRECTLY BELOW FULL HEIGHT BLOCKING _ I I I B OF BRACED WALL PANEL I I ' .I I•I lel I� 2 x4 or 2 x 6 STUD WALL BRACED WALL PANEL BRAC D WALL PANEL ��+/+ O •I !'I 1.1 1� 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 ry Z 'I I ► ! I I' ,I ISI ISI !, •I I•I I•I 1• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to Q /1 BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing ° nail sole plate v BRACED WALL PANEL CONNECTION WHEN 8D common nials ! to joist per Band or Rim joist to joist per ° Sub-Floor g sched. 8D common mals ° ZRimJoIst nailing sched. • •• • `•'' -•- �'• PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING Boa o.c.Top an °°°o ° °°° nailing at 3"o.c.To and °° ° g � �' __ o Top — — FRAMING FRAMING Rim Joist Bottom °° °° ° /per Plans FASTENING REQUIREMENTS FOR O BRACED WALL PANEL AS PER ° ° ° ° ° ° ° ° ° ° ° ° -Anchor Bolts and Holdowns per plans 0. C/) 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 O C) 00 ry Lo Simpson 3-Corner studs 0. Z H2A Stud To Rafter 1-1/4" gale. X 20 gage connected to3-2X Connector _ Were the distance is SIMPSON H2A coil strap with (5) 8d common transfer shear 6„ o between 9-1/4"to 15-1/4" at each Rafter. With nails in each end at each grafter. N U) Framin members o load g Typical Metal provide blocking (@ .y WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter o o �,.- Strapping _ braced wall panels m O E v 41� ` at Openings N (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field PROVIDE@STRUCTURAL RIDGES m m2 o c Horizontally attached ( " spacing g_ g Each Rafter On Each side 'o:I rn N o 2-16d Nails TYP. HDU2 HOEDOWN 5 8d x 1-1/2 nails in Stud Nails acin Nailing-See See Nailin 5 o „ "M.- 6" o.c. w/6-SDS 1/4" x 2-1/2" Screws plywood sheathing of Ridge to have a 2 z a o U shall have Solid Blocking o� �°, N rn °w Q L `o Schedule Dwg-1 @ all Plywood Joints o Simpson 5/8 threaded rod Simpson s ewa a anger 2 2 0 Q, . C fA >L a.�.�. O SIMPSON H2A L 2 0 3 m 9 �- 8 � 3 coupler-nut and SSTB anchor Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil (D N ` ° `- - rafters attached to top (5) 8d x 1-1/2" nails in Rafter Stra with 5 8d Common nails o ( 0 ° _ n M�_7 bolt thru-box and inbed P ( )- a plate with 8d nails @ 6 o.c. (2) 8d x 1-1/2 nails in plate ° �, N �y�' — 0" �� 'n �' into concrete foundation. in each end. catch jack studs ° ' ( _ -f r - o o.E- along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ° r a= 'n a o 0 3 o Comer Holdowns and window or door Header. Less than Gable End Wall °° ° °0 � N iu c W and framing panel. w Refer to plans for locations - Typical each side and ALL ,° `0.9 y c E � if required II windows and doors. or Equal N y_ ¢e � 4) o Preservative-treated q to12,. a� caEm � � � at �, barrier required for U M 0 17 � cu E a=c � RIM JOIST BLOCKING BETWEEN RAFTERS (a.BRACED WALL PANELS connectors in contact 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & with treated wood Se strapping JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS See details on NTS this page. RAFTER TO RIDGE STRAP R802.3 V) NTS ^ TYPICAL ELEVATION IN LIEU OF RIDGE STRAPS SIMPSON HDU CORNER WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C.NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD z Z Cl) 4 HOLDOWN BOX FRAMING NOTE; 5 N.T.S. 6 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED J NTS TO THE RAFTERS WITH END 4-8D NAILS O 1-1/4" x 20 gage G-185 -1 ry Q W Hot Dipped Galvanized Strap 1-1/4" x 20 gage G-185 with (5)-8d common nails 0 at each stud Hot Dipped Galvanized Strap = Cn Strap may be attached OVER with (5)-8d common nails TOP PLATES the plywood OR direct) to at each stud Yw Y OUTER THIRD CUT TOP PLATES C Studs. Strap may be attached OVER OF SPAN ONLY LENGTH the plywood OR directly to 12" Min BORED HOLE MAX. STUD C14 DIAMETER 60% Studs• r (PERCENT)OF STUD STUD DEPTH 0 BORED HOLE MAX. • P`,•a , DIAMETER 40% > ' 1/4 JOIST � �� 5/8"MIN _ 5/8"MIN. (PERCENT)OF 0 • °'�a a " DEPTH,MAX. CLEAR TO EDGE TO EDGE STUD DEPTH I = —iii , ` 3-16d @ 16 oc Along "MIN, _ 1/6 JOIST [] 5/8"MIN. 5/8"MIN. 1=III=III • °�• Braced Wall Panel 1/3 JOIST DEPTH,MAX. $ F-- NOTCH MUST NOTTO EDGE TO EDGE =III • ': '• DEPTH,MAX. 0 (PERECEDNT)OF 0 -111 • `�•� N FIGURE R602.10.8(1) Use 1-114" Metal N Z 0 NOTCH MUST NOT r' COII Strap 20 Gage c� p g � STUD DEPTHEXCEED 25% 0 (PERCENT)OF o FOUNDATION-SILL-STUD Solid sawn joist and rafter _ 12" Min (5) 8d common nails LU BORED HOLES SHALL STUD DEPTH NOTSTRAPPING in EACH END THE SA ECROSS notching and boring limits. ;' at uJ �' J Applies to Garage Wall and a EACH Stud. THE SAME CROSS C SECTION OF THE f.UT IF HOLE IS BETWEEN pp g , .. --� Z > Q OR NOTCH IN STUD 40%(PERCENT)AND C CO �� '; 5 W (� BORED HOLES SHALL 60%(PERCENT)OF Slab on Grade Construction ; �;, ., NITS " _ _ 8d @ 6 oc Along NOT BE LOCATED IN — — � STUD DEPTH THEN THE SAME CROSS STUD MUST BE DOUBLE -III—III NO MORE THAN TWO I=—,III= • Braced Wall Panel SECTION OF THE CUT OR NOTCH IN STUD SUCCESSIVE STUDS NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR -I��III `;,: ;. FIGURE R602.10.8(1) ARE DOUBLED RAFTER FACE TYPICAL AND SO BORED STRAPPING IN CONTACT WITH CONCRETE OR MASONRY WALL TO WALL STRAP FIGURE R602.6(2) �j NOTCHING AND FIGURE R602.6(1) SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION NTS ~ BORED HOLE LIMITATIONS FOR INTERIOR NOTCHINGAND OR MANUFACTURED FROM 6185 OR Z450 GALVANIZED STEEL. FOUNDATION-SILL-STUD 10 NON-BEARING WALLS 11 BORED HOLE LIMITATIONS FOR EXTERIOR 12 13 STRAPPING 14 15 WALLS AND BEARING WALLS 3-Corner studs connected to transfer shear EXTERIOR OR BEARING WALL load NOTCH GREATER 2-16d Nails 6 ' e [ H Q Z THAN 50% @ 6" O.C. (PERCENT)OF PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE TYP. HDU2 '0 0 METAL TIE FASTENED ACROSS AND � , M 0 HOLDOWN L,� °O TO THE PLATE AT EACH OF THE NOTCH WITH 8-1 OD NAILS EACH SIDE �( U - Preservative-treated C), CZ It TOP PLATES 5/8" Simpson barrier required for IPE SSTB connectors in contact Anchor Bolt with treated wood O per manuf. Specs �� ' '` 'g �� ty FIGURE R602.6.1 TOP PLATE FRAMING TO TYPICAL SIMPSON HDU CORNER ' rT' o, ©�o ACCOMMADATE PIPING HOLDOWN ON CONCRETE NTS 16 17 18 19 20 I Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceiling joists of second floor Sheet Metal Firesto up and out of the g g j p Full Thick Insulation glued together MANUFACTURED LIGHT ENCLOSURE ceilingline thin profile structural g 9 see plan w/ ATTIC INSULATION Exterior way Or access Fill entire Cavityto sheathing as draftstop and lay on plyw od Batt Insul CEIING FRAMING Seal joint With CONTINUOUS BEAD Sheathing Zeala Insulation dams attic hatch - R-val support Non-combustable sealant OF SEALANT subfloor behind tub Tub Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking plate / insulation from q g SUBFLOOR GLUED,CAULKED Sealed to exterior insulationre uiremen access opening Sealant or OR GASKETED TO RIM Air Se I Continuous wall adhesive 1/4 structural sheathing floor Gasket / g through / failing g SEALANT CLOSURE access of Sealant or as enclosure liner sealed SEALANT Sealant solid blocking adhesive _ at perimeter and seams. SILL PLATE INSTALLED 1" min Ri Id 4 or rigid insulation Weatherstripping Sealant EXPANDING FOAM SEALANT Pre-Fab Fireplace OVER GASKER SILL g sealed around pp gianel Seal stairs Adhesi Casing-/r� \ 1/2" Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Air 1x2 Stop RECESSED LIGHTING FIXTURE Refer to manufacturers SEALANT four edges `Pull-down frame gap Board DRYWALL CEILING specs for installation manual Sealed at perimeter staircase with caulk Sealant 1/2 plywood finish w/ soffit material or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (@ CANTILEVERED FLOORS PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB ATTIC HATCH DETAIL AIR SEAL DETAIL (a� PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL ` TO BAND JOISTS` : This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products _ It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation W O TL,.j j ENERGY NOTES • . �/ �.�/� Eave baffle installed .� '`" �- _ Of 1. All design & construction in compliance and built accordingly to the 9a. R403.3.2: Duct Sealing (Mandatory) Ducts, air handlers and filter boxes shall adjacent to soffit and eave = ' 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party (HERS Rater) using the • Manual "J" Manual, "S" & "D"submitted at co. vents. Baffle shall extend over Table R402.4.1.1-•Air barrier and insulation installation. The authority having jurisdiction shall be permitted to determine an W energy efficiency program to exceed the energy efficiency required by this code. the top of the attic insulation x O 9b. R403.3.3: (Mandatory) Duct testing - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. M TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved third party(HERS Rater) using the (R402.2.3) i AIR BARRIER AND INSULATION INSTALLATIONmanual "J" Manual ,"S" &"D"submitted at CO. efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 x CJ W/ INSULATION -Ile AIR BARRIER CRITERIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS General A continuous air barrier shall be installed Air-permeable insulation shall not be used as a sealing material. and posted on a wall in the space where the furnace is located Soffit see OR HERS RATER UJ requirements in the building envelope. 10. R403.4 (Mandatory) Mechanicals stem piping insulation carrying Const. Dwgs O Exterior thermal envelope contains a 3. R402.1.2 Building thermal Envelope: meet the requirements of N1102.1.1 - N1102.1.5 fluids > 105 F degrees or< 55F degrees shall be insulated with R-3 Minimum. i SEALANT a) continuous air barrier. Building envelope (prescriptive) per table N1102.1.2 insulation & Fen. by Component. j 11. (R403.3.5) Building Cavities (Mandatory) ^ Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall not be used as ducts or plenum. Typ. Exterior wall If 5 V J sealed. sections N1102.2 through N1102.2.13 See Const. Dwgs { lO Cavi insulation All cavities in the thermal envelope shall be filled with insulation.The 12. N1103.5.1 (R403.5.1) Heated water circulation and temperature maintenance systems (Mandatory) O Cavity 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation systems shall be in accordance with Section N1103.5.1.1. i' MM installation density of the insulation shall be at the manufacturers'product P 9 P W ^♦ recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2, L W or an approved third art using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. each cavity. Batt type insulation will show no voids or gaps and PP party 9 maintain an even density for the entire cavity. Batt insulation shall be Manual controls shall be readily accessible. �� installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N1102.4 . through N1102.4.5 13. N1103.6 (R403.6) Mechanical ventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE y the cavity due to services,blocking,bracing or other obstruction g The building shall be provided with ventilation that compiles with the requirements of E s exists,the batt product will be cut to fit the remaining depth of theSection M1505 or with other a _ ui cavity.Where the batt is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE w° air leakage rate not to exceed three air changes per hour. A written report of the exhausts shall have automatic or gravity dampers that close when the ventilation system m �0 o) a° �, shall be placed to fill any surface or concealed voids,and at the g g p P is not operating. Y e t N N test results shall be signed by the party conducting the test, P g manufacturers'specified density. Where faced batt is used,the `°- c �-.0 ° 0 co-- T installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM N1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy "' S 1 ° ° Y Y r c ..._ ' �� •R Z5 no compression to the batt at the edges of the cavity due to inset Fans used to provide whole-house mechanical ventilation shall meet the efficacy re uirements INSULATION, R VALUE IN .�. t �, °.- �, 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside p Y q f o o 0� 8 0 o-0 stapling installation tabs. of Table N1103.6.1. Exception: Where an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH i ' l i i 0- combustion air. Factory built fireplaces shall be listed and labeled t 8•y 2 c o N a o 3 hnsulation that upon installation readily conforms to available space to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT �,,, '� ,,,� i i •� 3 c t 4- according 3 �, shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commutated motor. 24=- as backdam TYP. ROOF CONST. ` `�" `°L density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be rt G °' a� 1 f y N G rG 14. N1103,7 R403.7 E ui ment sizin and efficienc ratin Mandato --, j' ? s a 5 provided for each separate heating and cooling system. Temporarily operate ( ) q P g Y g ( ry) Roof underly ment u off t-L = Ceiling/attic The air barrier in any dropped The insulation in any dropped ceiling/soffit shall be aligned with the the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equipment shall be sized in accordance with Y 2 X CJ W/ INSULATION -- o = a � a 0 .� ceiling/soffit shall be aligned with the air barrier. Y sealed to drip ed t=_ � E g ACCA Manual S based on buildin loads calculated in accordance with ACCA P g �� !! :� N _ y shall be max 70 F heating and 78 F Cooling. 9 AS PER DRAWINGS Ef� insulation and any gaps in the air barrier Manual J or other approved heating and cooling calculation methodologies. �'` N ? a N = _ o sealed. New or re lacement heatin and coolin a ui ment shall have an efficienc OR HERS RATER + :• `" .. 4 = a E o o 011 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum P 9 9 q P Y r ° _ E L = ~- °' rating equal to or greater than the minimum required b federal law for the T Fascial ~ ° N ~ E a ° n Access openings,drop down stair or knee Batt insulation installed in attic roof assemblies may be compressed at of R-8 @ 3 or greater in diameter, and R-6 @ducts less than 3 m diameter. 9 q 9 q Y YP „. wall doors to unconditioned attic spaces exterior wall lines to allow for required attic ventilation. Diagrammatic. Duct locations drawings shall be provided by an approved third geographic location where the equipment is installed. Soffit see SEALANT + I shall be sealed. party using the Manual "J", Manual "S" &"D" submitted at CO. Const. Dwgs -,,,,_..SEALANT 6 15. N1104.1 (R404.1) Lighting equipment(Mandatory) non-vented Walls The junction of the foundation and sill Cavities within corners and headers of frame walls shall be insulated Not less than 90 percent of the permanently installed lighting fixtures shall plate shall be sealed. The junction of the by completely filling the cavity with a material having a thermal contain only high-efficacy lamps. "'"'"'`" '' i Z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall ti jj-.: sealed. Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2)`•. _1 ,_I installed in substantial contact and continuous alignment with the air barrier. W Windows, skylights The space between window/doorjambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION shall be sealed. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floors(including The air barrier shall be installed at any Floor framing cavity insulation shall be installed to maintain above garage and exposed edge of insulation. permanent contact with the underside of subfloor decking or floor cantilevered floors) framing cavity insulation shall be permitted to be in contact with the topside of sheathing or continuous insulation installed on the underside of floor framing and extend from the bottom to the top of all TABLE M1505.4.3(2) APPROVED WINDOW a, b OPENING LIMITING perimeter floor framing members. LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL ' RATE FACTORS DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be RUN-TIME PERCENTAGE IN EACH 4-HOUR shall be covered with a Class I,black permanently attached to the crawlspace walls. AREATO BE EXHAUSTED EXHAUST RATES 25% 33% 50% 66% 75% 100% W vapor retarder with overlapping joints SEGMENT taped. _ _ _ _ _ _ _ _ _ _ _ _ _ _ 0 KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS Factory 4 3 2 1.5 1.3 1.0 � Z Shafts,penetrations Duct shafts,utility penetrations,and flue N - o to WINDOW CV Q shafts opening to exterior or BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM W unconditioned space shall be sealed. a. For system run time values between those given,the factors are permitted to be 24" ti 0 36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW W J determined by interpolation. ( FALL PREVENTION Z > Q INTERMITTENT OR 20 CFM CONTINUOUS PASS THROUGH DEVICE CONFORM TO W HED FLOOR HEIGHT ASTM F 2090 L) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to b. Extrapolation beyond the table is prohibited. FINISHEIGHT ABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities shall be filled by TABLE M 1505.4.3(1) R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the _•• _ ,, • , •, _,, . , . .. TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. CONTINUOUS AIRFLOW RATE BEAMINIMUMOF24"ABOVETHEFINISHED FLOOR ANDTHAN 72"ABOVE Garage separation Air sealing shall be provided between the garage and REQUIREMENTS GRADE OR OTHERTER SURFACES BELOW ONHTHENISHED conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE r h NUMBER OF BEDROOMS COMPLY AS FOLLOWS: V Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thermal - I� envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Plumbing and Batt insulation shall be cut neatly to fit around wiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. WINDOW OPENING CONTROL DEVICE SHALL COMPLY WITH wiring plumbing in exterior walls. There shall be no voids or (square feet) 2.OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION orcom ressionwherecuttofit.Insulationthaton Airflow In CFM gaps p PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO installation readily conforms to available space shall FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE A-' '-- extend behind piping and wiring. < 1,500 30 45 60 75 90 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW TO MEET EGRESS R310.2.1 !� OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 M Shower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall behO n a) 00 exterior wall showers and tubs shall separate them from the showers and insulated. 1,501 - 3,000 45 60 75 90 105 o tubs. N1101.14 (R401.3) Certificate (Mandatory) ElectricaUphone The air barrier shall be installed behind electrical or 3,001 - 4,500 60 75 90 105 120 box on exterior wall communication boxes or air sealed boxes shall be installed. A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the space where the furnace is located, a utility room or an approved location inside the building. o HVAC register HVAC register boots that penetrate building thermal 4,501 - 6,000 75 90 105 120 135 ,,/ ►� N = boots envelope:shall be sealed to the subfloor or drywall. Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Q C.) directory label, service disconnect label or other required labels. The certificate shall indicate the o M CZ Concealed Wien required to be sealed,concealed fire sprinklers shall 6,001 - 7,500 90 105 120 135 150 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be sealed in a manner that is recommended by they, manufacturer. Caulking or otheradlnesive sealants shall not such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces; ' be used to fill voids between fire sprinkler cover plates and > 7,500 105 120 135 150 165 U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration and the results , walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 nig/s. Where there is more than one value for each component, the certificate shall indicate the value ar pq., z IC = insulation contact. a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. covering the largest area. The certificate shall indicate the types and efficiencies of heating, ::.;t. ? cooling and service water heating equipment. Where a gas-fired unvented room heater, <9, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," "-Or IN as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, `- electric furnaces and electric baseboard heaters. 2 D g C A LADDER&STEPS R310.2.3.1 BARS.GRILLES COVERS R310.4 A3.2 A3.2 A3.1 A3.1 WINDOW WELLS WITH A VERTICAL BARS,GRILLES,GRATES OR SIMILAR 4 DEPTH GREATER THAN 44 INCHES DEVICES ARE PERMITTED TO BE PLACED SHALL BE EQUIPPED WITH PERMANENTLY OVER EMERGENCY ESCAPE AND RESCUE tJ. �' Oii AFFIXED LADDER OR STEPS USABLE OPENINGS PROVIDED AS FOLLOWS:NET WITH THE WINDOW IN THE FULL OPEN CLEAR OPENING SIZE COMPLYING POSITION. RUNGS SHALL HAVE AN WITH R310.1.1 TO R310.2.3 AND SHALL �' �" 13' 4 I' iii I3� 2�� INSIDE WIDTH OF AT LEAST 12 INCHES BE RELEASABLE OR REMOVABLE SHALL PROJECT AT LEAST 3 INCHES FROM THE INSIDE WITHOUT THE USE FROM THE WALLAND SHALL BE SPACED OFAKEY,TOOL,SPECIAL KNOWLEDGE 2S' 2 6n NOT MORE THAN 18 INCHES ON-CENTER OR FORCE GREATER THAN THAT REQUIRED TYP EXT.WALL VERTICALLY FOR THE FULL HEIGHT OF FOR THE NORMAL OPERATION OF THE THE WINDOW WELL. ESCAPE AND RESCUE OPENING. IZ� roll �� 311 5" 0�� 14• (o 6UJ SILL PLATE w U TYPICAL ANCHOR BOLT -R403.1.6 MAXIMUM SPACING: 1/2"@ 72"O.C. _ UJ EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. ~ ° �""" 2 BOLTS PER PLATE AND HOLD AT LEAST rILI — , O I >'4 ONE BOLT-12"MAX AND3-1/2"MIN OFF ° fid . v D d - fid . `' fid, '-° - ENDS OF PLATES. �� _ F 400 TYP.CONC.FOUNDATION b - r - - - - - - - - - - - - - - p , � L - - - - - - - - - - - - - --� �- cam L — - - - - - - - - ° p. d _ D d pv d - D d • pv d D d p. d D d pa d D d pv � v D d p. v d - v D d . I NCHOR BOLT DETAILCK tt-_ o 11 EXTERIOR PATIO SLAB SCALE: 1/2"= V-0" I ° I I14 I _ 6"4000 PSI CAST-IN-PLACE SLAB WINDOW WELL R310.2.3 �D I `� p W/6X6 wl.4/w1.4 WELDED WIRE MESH W HORIZONTAL AREA SHALL BE ti I a I I I ON GRANULAR COMPACTED FILL. is7 En O PITCH SLABAWAYTO DRAIN v, n♦ 40 MIN 9'-0"SQ FT.WITH A N I r` I `+ HORIZONTAL DIMENSION I a l W OF MIN 3'-0"TO ALLOW FOR I O W EMERGENCY ESCAPE AND ° 13'-4" V rn TYP EXT.WALL RESCUE. LADDERSHALLBL E r - - _. - - � a - - - - - - - - - - - - - - - - - - - - - - - - - - L—, �•// PREMITTED TO ENCROACH Ix NOT MORE THAN 6"INTO ,� - - - - ==______________________ ____ __ - r � - +— - - - - --- - - — - - - - - - - - - pI -_ J� REQUIRED WINDOW WELL (2)13/4"x11-7/8"LVL DEPTH. r — MM TYPFLOOR CONST. 0� LTYPICAL ANCHOR BOLT I (W�' w Iain0 En I o 2 2x6 P.T.SILL PLATE W/MIN. w I o I E I � I I �4 ( ) Iti W io � 2X4 FRAME AROUND , v TYPICAL ANCHOR BOLT -R403.1.6 O Q I ' STAIRCASE FROM FLOOR O ° I •p MAXIMUM SPACING: 1/2"@ 72"O.C. W 0 I I N a TO CEILING. TREATED SHOE I ofFn `� I I o EMBEDMENT OF 7"WITH NUT&WASHER. ° I� y I CO PLATE AND GYP.WALL BD o I w E•° 2 BOLTS PER PLATE AND HOLD AT LEAST ° ' INSIDE FACE OF WALL MIN. H m ' I o o �` f° ONE BOLT-12"MAX AND 3-1/2"MIN OFF •--------- UNFIN. BASEMENT '� �- o` ATTACH RAILINGS.HANDRAILS I N a to X � �� rn� � o o ENDS OF PLATES. I 1 I `� 34"-38"ABOVE NOSING. 3-1/2" CAST-IN PLACE CONCRETE O I I I o Q1c.E, w E ,°n v`o SHIELD&SILL SEALER TYP. ~------- I � , SLAB INSTALLED IN -9 ' I I Cl) $ ( r t ° o su m 0 O7 R302.7 UNDER-STAIR PROTECTION I ACCORDANCE WITH CODE 4 O I c c"z a, ° " aci " � m TYP.CONC.FOUND.ATIO �, I I ENCLOSED SPACE UNDER STAIRS THAT SECTION R506 6 `; I I •_ `o 00 IS ACCESSED BY A DOOR OR ACCESS ' 00 o PANEL SHALL HAVE WALLS,UNDER-STAIR o I I I as.y " 'n o 'm z o 8- SURFACE o� 3 co o I r ' N r ° 2 2 2 t- U � U O AND ANY SOFFITS PROTECTED m ANCHOR BOLT DETAIL ( ~ ON THE ENCLOSED SIDE WITH ' I 4 I apt 3 L .2:,a, 8 ° I ' 1/2-INCH GYPSUM BOARD. I '6,6 o Q a n is L SCALE: 1/2"= V-0" z °' Q L c I U 01 C) a � mss• r in 1 7-63/a 81-011 181-31/411 8-6 -6 81-61 I a " 1 o o °- ° a o o ° 1 Beam Pocket t .ro w = c N I - I1 N u ° Min @ c = E � °(j w (YP) shim as req I N �aZ =� aN O = alo Z I o ' I , I i P° I vcaE•m a�af0 " Ow � z H U of m :T FL m E o=o o. aaw I I I I i D l aW .Q0 0Q_�¢ 1 I ___-- _-- _ I'_ (2)1_3/4"x117/8"LVL_11- _ _ '__ _ -- (2)1'3/4"x117/8"LVL- - =_=e_--_ (2)13/4"x11=718�'LVL __ ___ ' -----__-' ------------- ------------ ----_____� ,0 wuQ]Z¢UU -___ -__- -===F== _____________ -' ------ -- -=-------------------=-_�__ ------_�------------#- --------- -------- 1 = W - - i - , -i' - ow�wazl a 1 I - - -_ , ,, -- -- 91-2" UJ-'ai-"'`t tr I°----- I I -- 1 1 1 1 1 1 1 -- 81_6'1 -- =g w w 1 I` EXACT MECH EQUIP , 81-611 Ia - LOC TIONS TO BE O O mLU L(D m 1 I FIEL DETERMINED I wo N LO z w?f-v w I . DIR CT VENT 1L_ LID UJ Z)� o `7 HEATING SYSTEM I I o TYPICAL INT.FOOTING/COL = 24"x24"x12"THICK Ix Z o o z 0 > O INS LL IN COMPLIANCE I I i `o v X D �O , WS/INSUL ° CAST-IN-PLACE CONCRETE o in I o _Cr O Q z 1 W/RESIDENTIAL,ENERGY , I ' FOOTING w/3-@#4 EW co PLUMBING NOTE: a U ¢ 1 I ALL PLUMBING SYSTEMS SHALL BE o I &MECHANICAL CODE I I _ ; � � o ;= 4"DIA STEEL COLUMN - I — — — — INSTALLED IN ACCORDANCE WITH TYPICAL FOUNDATION - ( 8'-0" WALLS ) I ° L — — — — -T — -I- — -* — y I ° 1 PART VII OF THE NYS CODE IN ACCORDANCE WITH CHAPTER 4 I - o a - o _ a . P a . P TYPCIAL 12' THICK CONCRETE :51 ° R 13 BATT m WALL&FOOTING WITH o _ _ _ _ _ _ p INSULATION 4 INCH SL EDGE o J 1 ELECTRICAL NOTE: r— ALL ELECTRICAL EQUIPMENT A) 8" CAST-IN-PLACE WALL WITH I o I VENTING OF EQUIPMENT -N I °� - 1 - v 7-1171 - v . ". v a . P ^ . AND WIRING SHALL BE INSTALLED HORIZONTAL REBAR: PER TABLE R404.1.2(1) I I INSTALL IN COMPLIANCE I r J IN ACCORDANCE WITH PART VIII W/PART V MECHANICAL �' D r — — — —" — — — — — — �" — '� o I D OF THE NYS CODE. A MINIMUM OF 75%PF Greater than 8 foot Wall Height: One# 4 bar within I I ( 0 0 I PERMANENTLY INSTALLED FIXTURES 12 inches of the top of wall and One #4 bar near a I 1 ° EXTERIOR PATIO SLAB MUST HAVE HIGH-EFFICACY LAMPS. the third points in the wall story. I _ 1 6"4000 PSI CAST-IN-PLACE SLAB 1 W/6X6 WELDED WIRE MESH O o MECHANICAL NOTE: LIJ VERTICAL REBAR: None required if Foundation I I , I ' �� °� I ON GRANULAR COMPACTED FILL. THE MECHANICAL SYSTEMS SHALL (— wall is a minmum of 7'-0" above finished grade. I ( 20'-4" CO 1 PITCH SLAB AWAY TO DRAIN a 12'_81/2" - I BE INSTALLED IN ACCORDANCE WITH O PART V&VI OF THE NYS CODE. z ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING N 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE I I 4 L — — _ — — — — — 1 ALL MECHANICAL SIZING PER ACCA N J MANUAL ON LOADS L - - - - - - - - - - - - - Q SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND I I o . 7 P, -, , . ° o rq o -. ° 7 . o _ . o 0 1 CALCULATED PER ACCA MANUAL"J" p Q - — J DUCT COMPLIANCE WITH MANUAL"D" W U) J TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP I o I z _J - - 1 p , - - - - -� a� o r — - - - - - - - - - — FOOTINGS 1V TO 2H . a I UNEXCAVATED I o • 4 iv TYPICAL GARAGE SLAB I 0 I I Q I I p,° I M DWELLING UNIT ISHALL E BE PROVIDED D L — — — — J WITH WHOLE HOUSE MECHANICAL o I 4" CAST-IN-PLACE SLAB p c 0VENTILATION IN 2 - 2 x 6 ACQ SILL PLATES, COPPER TERMITE I N W/6X6 W4.0 X W4.0 WWM a ° o ( SECTION M1507.3 ACCORDANCE WITH SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND N I PITCH SLAB-1/4"FT TO o TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP Q I GARAGE DOORS I I t- - -� FOOTINGS 1V TO 2H ° I I 11-611 , 5'-0' 1'-6 "° CDT M TYPICAL ANCHOR BOLT - R403.1.6 a I I ° I N MAXIMUM SPACING: 1/2" @ 72" O.C. EMBEDMENT OF 7" WITH I 19'-8" 3'-6" 8'-0" S-3'/2" NUT& 3" SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST ONE BOLT- 12" MAX AND 3-1/2" MIN OFF ENDS OF PLATES. 1. Walls 24 inches total length or shorter connecting offset braced wall I a panels shall be anchored to the foundation with not fewer than one anchor bolt I I DROP TOP OF CONCRETE z located in the center third of the plate section and shall be attached to adjacent AS REQUIRED FOR GARAGE DOOR,SEE PLAN °a I � � braced wall panels at corners as shown in Item 9 of Table R602.3(1). a ' ° L_ — — — — FOR GARAGE DOOR SIZE— — — — — — _J 2. Connection of walls 12 inches total length or shorter connecting _ Z -� offset braced wall panels to the foundation without anchor bolts shall be permitted. � `�z The wall shall be attached to adjacent braced wall panels at corners as shown in L — — — — — — — — — — — — — — — — — — J M Item 9 of Table R602.3(1). (2)ANCHOR BOLTS PICAL PICAL {x , IN EACH CS-PORTAL HDU2 HDU2 FRAME WALL ABOVE HOLDOWN HOLDOWN r. SECTION-SEE x 'D O .L � U DETAIL 3 ON PG 2 � � � .. O „ 16'-3" 2'-4'/2" 27'-6" -6" 2-4'/2 OMIT CURB POUR IN THIS AREA -L � V 211-011 291-011 501-011It� �� rf"' f�. ✓��' A3.2 A3.2 A3.1 A3.1 NrV0 SCALE 1/4" = 11 O" �. 2 A3.2 A3.2 A3.1 A3.1 R302.11 Fireblocking required. Fireblocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective fire barrier between stories, and between a top story and the roof space. Fireblocking shall 50'-011 be provided in wood-frame construction in the following locations. 1. In concealed spaces of stud walls and partitions, including furred spaces and 6'-0" 13'-0" 31'-0" parallel rows of studs or staggered studs; as follows: 6'-6" 6'-6" 8'-7'/" 15'-41/" 5'-63/411 1'-6" 1.1.Vertically at the ceiling and floor levels. 1.2. Horizontally at intervals not exceeding 10 feet. N 2.At all interconnections between concealed vertical and horizontal v 11 spaces such as occur at soffits, drop ceilings and cove ceilings. Z 3. In concealed spaces between stair stringers at the top and bottom of the run. W O LO Enclosed spaces under stairs shall comply with Section R302.7 6X6 POST 4.At openings around vents, pipes, ducts, cables and wires at ceiling and S EPS TO floor level, with an approved material to resist the free passage of flame IFCA2660 ET GRADE and products of combustion. W O 5. For the fireblockin of chimneys and fireplaces, see Section R1003.19 _ 3-1/2"x9-112"LVL __-----(2)1-3/4"x9-1/2"LV ------------- --_--_-__ -- (2)13/4"x9-1/2"LVL -__ _-----_--_-- cil 9 Y p � N N N dJ 6. Fireblocking of cornices of a two-family dwelling is required at the line of w 9'ININCLG w COVERED _ dwelling unit separation. ifl o o PATIO ~ Q N N ¢ CONCRETE ti 7. Fireblocking material: two inch nominal lumber, bats or blankets of mineral W O wood or glass fiber installed securely in place or 112" gypsum board. �/'� IL i ILL '`+ LINE OF FLOOR ABOVE 14"FLOOR CANT ABOVE a) M ---------------r------------------- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -1 a ---------------r-------------------- I IFCA2660 ET - - - - (3)1-3/4"x 11-7/8"LVL FLUSH 10080 FRENCH DOOR - - - - - - -- - - Pre-Fab/ Factory Built Fireplaces ill --- '--- --- ---- --� I ,1 CIO (3)1-314'x11-i/4" LVL 3-1/2"x 9-1/2"LVL ; ; 1W In accordance with chapter 0 (_ 10, factory-built fireplace inserts shall � 6'-33/a" 11" 12 6 3/8 1T-4'/g' 13'-93�" ; w � be UL listed and labeled and shall be 1 1 (�D -N 1 I Q ap NLO INTR ' ' ; Q N �U- installed in accordance with the conditions of the listing. Factor Built 3 �lf I I N ' No C° 1 11 ; ILL cD1 2-1'X fireplaces shall be tesed in acordance I---------- ---;• IlIP1 ,w F- I I' 11) zw I I ozwith UL 127. Hearths shall be installed in 1n ! ;o m I I o UL LISTED GAS W ; !_J - - accordance with the listing of the N PRE-FAB FIREPLACE 1 - ° • 1 0 o Caw I I q `O GLASS DOORS& tL , , D a ` 2 o E ' U z I Fireplace & in accordance with NYS code .0Z zw I I °' HEARTH EXTENSION -� 1 y °' O7 °' 21 z - - X AS PER RESIDENTAIL o ; ; for Hearths & Hearth extension. L n N (LW _1 1 z 'w I=I o - ® MASTER BEDROOM All Fireplace shall beequipped with an ° 1 IX Qm I=I v CODE-CHAPTER 10 9'CLG ° I pv o o m co t w o _ VENT TO EXTERIOR o o 1 1 pp Y �, m o -° ------- "' I I o , , exterior air su I Exterior air ducts t ` � o Q �' x I>I �° ; ; shall be UL listed. Factory Built Chimneys o.o o N 0 '� 00 3 U FAN ni 1 to ti 1 1 $v Y m o m �Y m N ® LL ; °' I�I ; ; shall be in accordance with chapter 0)L 2 o 3 L D 3 0 2680 I I 1 I 10 Section R1005 Factory Built Chimneys. G o g o g a w I XI f0 1 I y fn O0 0 I M( GREAT ROOM H 1 1 I w L L G m w a),,°'3 o f N I Ilii sa-=_=_ce_.�_ IK TCHEN I I 9'CLG o I v a-o g Q -0 i:- o o ` t N u l X ------ ---------- 9'CLG N 1 I N (fl L p a o L C a) (• a a) Q 61 ao I I l l I -I _ 1 1 N Q t` N CODE COMPLIANCE STATEMENTS: I I N Ic) N ` `. ° c �v =� POST I I N 0x80 D OR ' ' m c a E�° af0i o y 1 1 N C ' Q !n C a) C 0 0 1/2"PLYWD 1 3 BARN O , t o o r c M LVL 1 F- Urnm � I- mEaSoa N MUD - oo FACE OF WALL '811 - 1. The windows selected for this project shall meet N 9'CLG III 30" 36" N 2-2x8 FAN the egress requirements of R310. PANTRY REF'G 4,_O„ 9,-93/„ wo CAB x 9'o° - o° 2. All windows shall meet Section R308 Glazing and III 2X6 BRG 2xa_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ s __- ° R308.4 Hazardous locations. g MASTER BATH Q w - - - � - - - - - - - - - - - - - - co 9'CLG 6'-13/" 6'-11'/2" �� o (3)1-3/4 x 11-1/4" LVL _� U O HALL { 3. Windows were required shall meet the Window Fall Z I l 9'cLG w protection requirement R312.2. n , o a. I, co 0 iv z, r o Ix ' °' 5'-1'A" � � ° Zv 4. Bathroom windows shall meet the hazardous Zo Ll- 01 rn ch IN - 1,1 Q W Zo _ - _ _ _ _ _ ., 2;4 B, G 4 N a u') glazing requirements as per R308.4 LINE OF ',;; oo ° - " 5. Stairs, landings, railings & guards shall comply FLOOR ABOVE NII ti 5 3/ 11 I $ FOYER - -� r- _ ° 9'CLG o m with R311 & R312 I;'ii WALK-IN c7 r LL I " I ti 6. Outside lighting shall comply with RE 3$03.3 III CLOSET m I a I "r 7. Stairwayillumination shall comply with R303.67 I... co I � l I \ FAN " I \/ � ID Y 111 N - a " I I o ® � 1 and R303.8 CD CIO 2'-8" - 11'- CID 113/4' "' N I 12'-8^' `�' 4'-8" N M 8'-1' 1 8. Fireblocking shall comply with R302.11 thru R302.11.2 II'I" V-10'/2" ~� (3)1-3/4"x9-1 "LVL 2'/" 2-2x8 I 9. Draftstopping shall conform to R302.12 thru R302.12.1 III WD STEPS i;;; (3)1-3/4"x11-7/8"LVL FLUSH - 1 10. Flame spread and smoke-developed index for walls �Lk 7- - _____ ___________ _-•-�•••=•.•rte��:�_ _�-____ - ------------------- ------- -------------= 1668 3668 1668 and ceilings shall compy with R302.9 thru R302.9.4 13'-1'i" 7'-1031" 11. Flame spread and smoke-developed index for insulation shall compy with R302.10 thru R302.10.5 ------------ 3025-1-OP-ENING PROTECTION. - _ _______________ � - _ 11. Recessed lighting fixtures rated for o INSULATED SOLID CORE ---- -----(2)1 3%4"x11-7%8' LVL FLUSH CLOSET STEEL DOOR, - 9 membrane penetration shall meet ASTM E119 H 20-MINUTE FIDE RATED DOOR. COVERED 12'-6" � and Flre Stopping as per ASTM E814 or UL 1479 O c� EACH WEATHER STRIPPED ENTRY Z W/SELF CLOSING DEVICE. CONCRETE 12. Exterior Decks shall comply with R507. N ' - - - - ` - - - - - - - - - 6X6 POST O 6X6 POST --_: ______:___ - MULL MULL 2 2x8 N Q __ ---------- - W ,2x12 CEILING JOISTS Ca) STEPS TO Smoke Detector 1.1-1 16"o.c. EGRESS W J Cl) W OJ Provide Bridging GRADE IFCA2640 E (3) `S Z > Q at;8'-0"on center Carbon Monoxide Detector W U h Maximum. CO Refer to DWG-1 General Notes -' 6" SQUARE AND RECESSED In accordance with Section 915 of the N N M i PANEL STYLE 2020 IFC, R314, R315 of the Residential GARAGE code of NYS DWELLING GARAGE 1C-� SEPARATION IN ' 11 ' 11 ACCORDANCE WITH 4 ---� TABLE R302.6 - WINDOWS & SLIDING DRS SEE:DWG-1 FOR TABLE N INSULATE WALLS Plans indicates INTEGRITY all ultrex series I� COMMON WITH LIVING _ Model Numbers and shall be In accordance with R609 AREA. To be designed & installed as per manufacturers PROVIDE:HEAT DET�CTOR PER R314.2.1 specification for 140 ultimate design wind speed and Table 301.2(2), 301.2(3) N Provide HP LOW-E4 glass; U = .31, SHGC = .30 ------------ EGRESS: shall meet R 310 U WINDOW FALL PROTECTION: shall meet R312.2 2 2x8Substitutions made upon meeting Code. " Z See page one, general notes for additional ►�--� ¢ �, ct IFCA2660 ET code requirements. M � I pq U - - - - - - - - - - - - - - - - - - - - - - - - - - - 7I (o1i .11 611 0I 311 �1 3n C) I 15 O 6 j [NY]915.3.3 Residential Buildings and Commercial Buildings 12 I n I (o u n With an Attached Motor Vehicle Related Occupancy 211 011 291 011 y1�}, .. Carbon monoxide detection shall be installed in a central or otherwise approved J , location in each occupiable space in a commercial building and within 10 feet of 1 11 SCALE /�I I 1 O I I ,0 yFa� the entrance to sleeping areas and sleeping units in residential buildings I n 50 O - INTERIOR DOORS: 8 -O HIGH and commercial buildings that: 1. Have a communicatingopening with an attached motor vehicle related occupancy, !r p g AREA SCHEDULE 2. Share orle or more common walls with an attached motor vehicle related occupancy,or C - EXTERIOR DOORS: &'-0" HIGH 3. Are located one story above or below a motor vehicle related occupancy. NAME AREA ' A3.2 A3.2 A3.1 A3.1 FIRST FLOOR AREA 1522.3 sq ft. VA��r�� GARAGE AREA 482.2 sq ft. G i3 A ' A3.2 A3.2 A3.1 A3.1 50' 0 n ro' roll 5' 211 30' 211 5' 211 3, O11 42'-6" W L 1'-0" 3 1 O 1/2 cait O 1/2 3 1 11 Z U U W LA�\ U O c (O .r r" I w u~i I x (1) I I OI Lu< O I z I cr z 10 I o w I � x U 1 N I x U I N Q O EGRESS EGRESS q 0I _ _ 1 W U IFAWN2626 IFCA2640 E IFCA2640 E IFAWN2626 U ii r - - - - - - - - - - i- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - O I I co ' 2-2X8 2-2X10 2-2X10 2-2X8 -' -'- - 6'-6" 5'-53/" 5' 6 1/2'11 1/2" (o 7 1/2" 1 -- I I I U) I 1 O ih M UIU I WIC - 1 I I 1i 00 13' 1 1/2" M 1 0 I o0 ry Lo 10-9'/z 5-11Y< 5-2 00 3-0 ° @� tO�, A !^ co 1 _ - - - - - T WIC - i u o I @� Ud 1 4 BEDROOM 3 �- - + U � _ I :6' 6" SPRINGLINE rn YP S' CLS tD 1 w N w U) w N I MASTER SUITE I "' LOPE CLGY 1 ~ r iL 14/12 I < V' S < O < (� 'En co i a zg zg a z� I _ U3 — VENT CLOTHES DRYER - - - 1 10 _o �'O o -'O I m o o f ,n 1 x U U x U x Lu u N y 0 L O O IN ACCORDANCE WITH I ° = L CO cn UV ro �v� —� ° c ° c cn J�l S -a N N N N N 1 _ ° U N 4 T rn ,'I l7 CHAPTER 15-CLOTHES I x N x x co x o = m c o o N 2-._ E a v o g DRYERS EXHAUST. O \ I c c Z o m U 4 04 0( U C = N O N a ° 6'-8" 4'-1'/z„ 2, 5„ 11'-8�/a" 1 I � o `oo a `o' '�ul `�'° Y 1 I O 0 � C ° I7� d O w _ C O.U N Y m O C7 Y f0 o � Ry❑ - - 1 2x12 RIDGE I o a o n=@. O ch 1�j LS M 7 LC e 1 ° rn� wmN zU � v �, N E 00 3 N 60" VANITY O 2'-6" N ZV w 50 1 I L L._•a m N 2 a 3$ E w c ' �¢ cv MASTER � -' I 1 � a.° oQ �o� ° QEt `� BATH \ O BEDROOM 2 `'� 1 I u fn m u m �j y C? S ca S' GLG I •Z.c� a�n c 0 = m o 11'-113/," � – – – – – – – – CSD - CV O x I NCdE fO N•ON °O °Ur- a N I O �"O O L c N N N CO O N 1 U I f— Umma I— mE `o�0a RAILING U o 2X6 117 1 o m� o 0 o a 1 tK — rn @ `D @ w M w U) o Q LOFT } r _ _ -�r=- - - - , cn cn W U) u~i r - - I 1 w a� N o� I 1 ~ x I A IN 9' CLGz z � N 4 ' � Of 0 I Q O ¢ zg SPRINCxLINE _ y �V z g � J N - O c \ - I a W(� X JJ a 0 9' GLCs \9 1 N �v 1 o w0 o w0 I 1 cD crl 1 N N 1 N co t N U v 1 co x co 6-6" 6'-7'/<" 13'-8" =Egn 12'-03/a" x-1 N"� 2x10 RAFTER 16"oc N N 1 1 2x4 COLLAR TI S @ 48"oc 1 LEDGE ,� 1 I I A 2-2x8 Cn �HWr-, 2-2x8 2-2x8 (3)1-3/4"x11-7/8"LVL FLUS I L - - - - - - - - - - - - - - - - - - - r - - - - - - - - - - - - - - - - - - - - - - -i r - - - - - - - - - - - - - - - r - ---------- ------------- ►u . _ I --- " ---- 10'-0°------- ------ -------------------- 1FA WN162Q _ TFC-A2036 fFCA2036\ " LGo oo LOPE CNo 1 MULL -, i I- I I I c I o 3" 3" -4 M � 14/12 CO MULL MULL 2 2x8 4/12 -j 1 - - - y Ir- - - - - - - - - - ° is o- - - - - - -1-� - - - - - o co I IN F= IFCA2640 IFCA2640 E IFCA2640 `c @ 1 <° @ EGRESS 1yj uj cn I I 1 I co I o I � v cn co I , I w0�0 1 W O I LU - — — — — — — — — — — — — — l~i 00 �.a.c 1 LL (D I I 1 Z] L - - - - - - - - - a T. s - - - - - - - z co w z co w N x 1 N c>> co N Q 1 2x10 RAFTERS e.16"oc N 2x10 RAFTERS (c, 16"oc I x co D 1 2x4 COLLAR TIES @ 48"oc 2x4 COLLAR TIES @ 48"oc I N N ti Lu I jj 9' 11 3/4" 4' O 3/4" 7' it 1/2" 7' 11 1/2" ro' 11 13 7 1/2" � i z w Q (o" 14' O 1/2 15' 11" 10' (o 1/2" 3' 0" I I U) I 1 2 1 o'y/O 1 1� I o I A3.2 A3.2 All A3.1 I x I erT, N I I � — — — — — — — — — — — — — — — — — — — — — — — — — — — O R312.2 WINDOW FALL PROTECTION NOTE: M TOP OF THE WINDOW SILL SHALL W r l "rs C� `I' o BE A MINIMUM OF 24"ABOVE THE FINISHED V °O FLOOR AND GREATER THAN 72"ABOVE THE x ; P""� BELFINTSHED W ON GRADE HETHE SURFACES ERIOR SIDE OFTHE rn ct � OQG) 1NV41 Fm F, BUILDING. SHALL COMPLY AS FOLLOWS: - R312.2.2 WINDOW OPENING CONTROL DEVICES: - - I, I i , ��. � "t J 9' CEILINGS �CALE 1/4II WINDOW OPENING CONTROL DEVICE SHALL � � I OII COMPLY WITH ASTM F 2000. THE OPENING DEVICE AFTER OPERATION TO RELEASE THE /�II _ I O II DEVICE SHALL ALLOW THE WINDOW TO SCALE AREA SCHEDULE FULLY OPEN TO MEET THE CLEAR OPENING •'IN Wit. NAME AREA AS REQUIRE TO MEET EGRESS R310.2.1 o SECOND FLOOR AREA 1216.1 sq ft. FOP N � a2 co W ° mom �T 1111117 SS t - W O >- _ W c 5/4X4 ON 4/4X10 0 FASCIA (TYP) 5/4XIO 5�4x10 b�4xlo IIIJIJ � o 3 co L I-11-1 I L I N 5 C 1Q•N N f,:7 Lj 01 G7 67 ` p d O N Z-6 w E L y•O L - Op C C Q p s C 0 N C U 0,' ,7 O`� u•,u0-w O N d .� O`,O U O N U O O O to C O N w.aLcc 30 33 c 0 v to vni 10, y w y rn L.c� ��o •E 3° a� c . y'Y o `o co 0 co 2 C�` L N'O C U C L SCALE 114" 011 CONTINUOUS RIDGE VENT 14/12 4/12 12 14 30-YR STANDING SEAM METAL ROOF STANDING SEAM METAL ROOF ARCHITECTURAL SHINGLE UPPER LEVEL CEILING HEIGHT o - - - - - - ITF ! ' WINDOW HEADER HEIGHT z HIM .. 12 " ° o S a I acil ~ 6j = W J nor co Of N i O co UPPER LEVEL SUBFLOOR STANDING SEAM METAL ROOF — - — - — - — - — - — - 5/4X4 ON 4/4X10 MAIN LEVEL PLATE HEIGHT �,. _ _ — _ — _ _ _ — _ — _ FASCIA (TYP) 514X IU t)/4x 10 WINDOW HEADER HEI- _ HT - 5/ Id- 4X4 TRIM TYP 1 AT OPENINGS HARDIEPLANK LAP SIDING I ;. (5" EXPOSURE) N HHdZ ° HTW rl�w. MAIN LEVEL SUSFLOOR H �, q — TOP OF FOUNDATION U o ct 77 ri� r\ 71 r"'"' 1171 _"�rjn 0 ++ j 4 7 A1. 1 SCALE 1/4" = 1' O" ' .,a �� . CONTINUOUS RIDGE VENT 12 _ 12 5 o� 61 IIN66E - �I��b o W UHARDIEPLANI LAP SIDING l5I ExPOSI I I 0 M LU 0 LO Hill 12 N V, 5 _ O �I bib U /4X4 ON 414X 10 LU O 514XI0 514XI0 FASCIA (TYP) IZ L. 3 J. I I L-11IF-1 Trl III IIH IIIIIIII III Hill lill I 111 1111 lill 11 HII 111111111111 1 1 1 Hill C� /4X4 TRIM - TYP AT OPENINS6 E v g oFj2 .`iO C E [0 2 y'p O L N S-- �� M y U O C O N d O N O co GO N O U U Jus S, ` .—- O .M N C O'7, CO O N M `O O `1 O.0 -.0 U w ,6 U U d U O N O (D O Y N Y N w 2 C 0 [�0°n z,n 0 C 3 0wX= 30C:t- �"PECREBS as WINDOW orr =EM0oa V U � y O U f6 O C 0N N Z C�` Q co C d C N O _ W N'— N O 0= E2 77 F-7"- r2 � SCALE 1/4" O" - 12 CONTINUOUS RIDGE VENT 14 12 12 o� or 12 O oc YNTYA C) - 04 0 z Q -- ' - ,.: w iLi 12 D w104 v 5 12 HIM �5 -� cn 5/4X4 ON 414X10 FASCIA (TY=) 514><10 514XI0 514X10 t;14�<10 wy4 , m IIIIIIIIIIIII Hill IIIIIII 111 11111 o 1111111111 1 1 1111 Hill FRAMED COLUMN UJ/ 5/4X4 CORNER c � TRIM 4 5/4X6 BASE 4 TOP TRIM �� r •� o aA 2E17FN P. p SCALE : 1/4" = 1' O" ONTINUOUS RIDGE VENT RIDGE BOARD R802.4.6 COLLAR TIES SHALL BE NAILED with 4-10d , BOX NAILS IN ACCORDANCE ' N1102.2.3(R402.2.3)EAVE BAFFLE WITH FASTENING SCHEDULE FOR AIR-PERMEABLE INSULATIONS INVENTED ATTICS, A BAFFLE SHALL.BE INSTALLED 302.13 Fire protection of floors. ADJACENT TO SOFFIT AND EAVE VENTS. 12 AFTER/CEILING JOIST HEEL Floor assemblies that are not required elsewhere in this code to BAFFLES SHALL MAINTAIN AN OPENING EQUAL JOINT CONNECTION be fire-resistance rated,shall be provided with a OR GREATER THAN THE SIZE OF THE VENT. (0 12 '/Z-inch gypsum wallboard membrane, SHALL BE NAILED %-inch wood structural panel membrane, THE BAFFLE SHALL EXTEND OVER THE TOP 2x4 CT @ 48"oc C✓ TOGETHER IN ACCORDANCE or equivalent on the underside of the floor framing member. OF THE ATTIC INSULATION. WITH TABLE R802.5.2 R806.3 (SEE DWG-1 FOR TABLE) Penetrations oropenings for ducts,vents,electrical outlets, MIN. 1"AIR GAP INSULATION BATT WITH R TO S N D. EACH lighting,devices,luminaires,wires,speakers,drainage, BETWN INSULATION INSULATION RAFTER TO STUD. g g' p g AND SHEATHING ' piping and similar openings or penetrations shall be permitted. Exceptions: loU ' 1. Floor assemblies located directly over a space protected by an Z automatic sprinkler system in accordance with Section P2904, M LO^ R802.3.2 LAPPED JOIST NFPA 13D,or other approved equivalent sprinkler system. W O V O SHALL BE NAILED with 4 16d R 21 BATT 2. Floor assemblies located directly over a crawl space not intended COMMON NAILS IN ACCORDANCE for storage or fuel-fired appliances. WITH TABLE R802.5.1(9) INSULATION R-21 BATT 9 INSULATION 3. Portions of floor assemblies shall be permitted to be unprotected where complying with the following: W 01 3.1.The aggregate area of the unprotected portions does not exceed O 80 square feet per story 12 12 3.2. Fireblocking in accordance with Section R302.11.1 is installed along >j LAUNDRY �,�" the perimeter of the unprotected portion to separate the unprotected ry BATHROOM BEDROOM 2 portion from the remainder of the floor assembly. Q F 4.Wood floor assemblies using dimension lumber or structural composite lumber equal to or greater than 2-inch by 10-inch nominal dimension, L0 or other approved floor assemblies demonstrating equivalent fire performance. R-38C BAT VENTED SOFFITS INSULATION FLOOR Q JOISTS Z rn R-21 BATT TYPICAL ROOF CONSTRUCTION ,� C) INSULATION Class AAsphalt Roof Shingles w/ C MASTER COVERED ' BATH MASTER PATIO fasteners per manufacturers specification and the NYS CODE. � Z BEDROOM Ice & Water barrier as per section R905.1.2 WALK-IN (Note: Double underlayment is required CLOSET for Roof slopes between 2 on 12 and 4 on 12) Framing As per plans with 1/2" exterior grade o = Cn '• •• L'D N `p d`L : •; span rate structuralplywood Sheathing, d m °R-38 BATT o �, ' e' 12"ENGINEERED INSULATION 6_4'p :�' o _nce Fastener D o co FLOOR -- _...•. Schedules & StraNail to framing in pping Hord per detail sheet(s). a= = z a y R-11 BATT ° Flashing per R905 2.8 p _'` _ :' JOISTS INSULATION °' � �2 � c` �� a ''° R-38 BATT DRAPED ON T. °° R905.1.2 ICE BARRIERS; o oa= o Y °' m Y E ` 0 0 p N U Y INSULATION WALLS BASEMENT SELF ADHERED POLYMER MODIFIED TYPICAL SOFFIT CONSTRUCTION. s N o 3 L=-E 3 a ••° , °; BITUMEN SHEET USED IN PLACE OF " Eaves: 24 0 0 e' R302.13 FIRE PROTECTION OF FLOORS: F_ ';. NORMAL UNDERLAYMENT AND �� c o ,�•�• �'P• EXTEND FROM THE LOWEST EDGES OF Gables: 18 cc CU.�= c FOUNDATION °'° PROVIDE 1/2"GYPSUM BOARD ON ENTIRE ONTINUOUS RIDGE VENT ALL ROOF SURFACES TO A POINT NOT t a o ca N o 3 E CONST. CEILING ABOVE BASEMENT ATTACHED LESS THAN 24 INCHES INSIDE THE 5/4X4 on 4/4X10 Hardie trim or similar _ o & o = - -2 °° RIDGE BOARD n :� oom� °� _ °� "'"c °� TO THE UNDERSIDE OF THE JOISTS. EXTERIOR WALL LINE OF THE BUILDING. 2X SUb-Fascia WI 2X4 IOOkOUtS @ 16 O.C. _P'2-`- m 1E= E m u"i o n �� ,_� Q m c m m o e \ °. ON ROOFS WITH SLOPE EQUAL OR GREATER 2 —' S '° TYP.BASEMENT SLAB c� w/vented soffit - Hardie soffit or similar to 51 THAN 8/12,THE ICE BARRIER SHALLALSO BE o = a ='m m ` ° N s.,, •.• e. e, e, e, a s„ e., e, e, o, e., e., e., e. e, •., s, e., s, •,, s. s., s. e, e. e, e. •, ►, ►. ° °:° APPLIED NOT LESS THAN 36"MEASURED ALONG FL-• u m m Er m E n.S o a • THE ROOF SLOPE FROM THE EAVE EDGE OF THE BUILDING TYPICAL EXTERIOR WALL 2x6 Doug-Fir Wood Studs @ 16" oc. Double top Plate and Single Sole Plate. 12 2x4 CT @ 48"oc 12 1102.2.3(R402.2.3)EAVE BAFFLE 1/2" exterior Grade - Span Rated FOR AIR-PERMEABLE INSULATIONS INVENTED ATTICS, Continuous Structural plywood Sheathing. 14 14 ADJACENT BAFFLESHALL B INSTALLED LEAVE VENTS. SHALLB Fastened per Fastener schedule. . EAVE BAFFLES BAFFLES SHALL MAINTAIN AN OPENING EQUAL tyvec House Wrap or equal. SHALL BE INSTALLED IN VENTED ATTICS. A BAFFLE SHALL BE INSTALLED OR GREATER THAN THE SIZE OF THE VENT. E THE BAFFLE SHALL EXTEND OVER THE TOP Vinyl or Wood Siding as per clients selection 33 ; LrN ® ADJACENT TO SOFFIT AND EAVE VENTS per manuf-38C BATT OF THE ATTIC INSULATION. installed s ecs and NYS code. 0 ° AND EXTEND OVER THE TOP OF THE INSULATION p p 1 ATTIC INSULATION R806.3 Cont. load path strapping installed in accordance SCALEI II I �F R806.3 MIN. 1"AIR GAP with drawings. Provide Fire Blocking in accordance % 11 " � O MIN. 1"AIR GAP BETWN INSULATION BETWN INSULATION AND SHEATHING with R302.11 & R302.11.1 and AND SHEATHING - R-30C BATT Draftstopping per R302.12 & R302.12.1 R 30C BATT INSULATION INSULATION TYPICAL FLOOR CONSTRUCTION BEDROOM 2 3/4" Plywood Span Rated Subfloor, IZ 1/2"GYP BD 1 2"GYP BD i2 � p AIR BARRIER AIR BARRIER �5 Glued and Nailed in 5 R-30C BATT accordance with the fastener schedule. INSULATION Floor joists and Bridging as per Code. INSULATION SCHEDULE shall comply with TYPICAL FOUNDATION CONSTRUCTION N O chapter 11 of the NYS Code. _ •-----. ------ in accordance with chapter 4 N ¢ Location R-value Thickness 12"ENGINEER/ 3000 psi Air Entrained cast-in-place concrete r,: LU „ R-30C BATT FLOOR wall on cast-in-place Concrete Wall Footing per Lu Cl)Flat Clg R-30c 8-1/4" INSULATION R403. refer to Foundation Plan for footing size & z - w Vaulted Clg R-30c 8-1/4" R 21 BATT thickness. Concrete Horizontal and Vertical u Floor(unheated space) R-30c 8-1/4" INSULATION Floor(outside air) R-30c 8-1/4" _ MASTER COVERED Reinforcement per Chapter 4. & gen note #6. MASTER PATIO Damproofing per R406. 2x6 approved Exterior 2x6 walls R-21 5-1/2" BATH BEDROOM treated Sill Plate, Sill Seal And Termite shield per air seal walls to pass 3 air changes per hour Section R318. Anchor bolts per Foundation Plan Above grade attic walls R-15 3-1/2" WALK-IN and R403.1.6 Foundation Walls R-11 Draped over walls CLOSET R-38 BATT ( in lieu of insulating basement ceiling) INSULATION INSULATION SCHEDULE Foundation Rim Joist: R-21 °• °• t.q, t.7'. t,q• Insulation requirements shall comply with the All Glazing U = .31 SCGH: .30 energy efficiency requirements as per nys code Doors-less than 50% glazing U = .40 °' o 12"ENGINES R-11 BATT ° °• Chapter 11 Energy Efiiciency Door-more than 50% glazing U = .30 SCGH: .30 FLOOR INSULATION�f °. = N * rm_,� JOISTS DRAPEWALLSD ON ; : INTERIOR WALL FINISHCIf part or the entire attic will be decked over with plywood, R-38 BATT INSULATION Provide 1/2 Gypsum Wall Board on ceilingsthe ceiling joists must be deep enough in order to fit thea UNFIN. BASEMENT Q �, s~ batt insulation so that it is not compressed. If not then ti 60 R302.13 FIRE PROTECTION of FLOORS: �; and walls except basement walls & clgs - unless w a� �•. o Clg Jsts will have to be built up or upgraded to the next size. PROVIDE 1/2"GYPSUM BOARD ON ENTIRE noted. Min 1/2 Moisture Resistant Wall Board on Z o CEILING ABOVE BASEMENT ATTACHED • Ceiling and all walls in Bathrooms (humid areas) F--� ; --+ • TO THE UNDERSIDE OF THE JOISTS. and 5/8" cement board on walls and ceilings in wet areas. ? M Other Specifications: -N g • p M TYP.BASEMENT SLAB Provide 5/8 Fire Rated gypsum wall Board on walls o Windows: U_ 0.30, SHGCs 0.30 _ OC • z 100% high efficiency lighting (CFL's or LED's) :' and ceiling located as per code, manufact rs x �N U requirements and drawings. s 3 air changes per hour o03 z All Energy Star appliances R403.6 Mechanical ventilation shall be provided that '�t �. meets the requirements of section M1507 C�rr7 [I R403.7 Heatingand cooling equipment shall be UX ,.; � g sized in accordance with ACCA manual J by a certified third party rater. PROVIDE FIRE BLOCKING IN SCALE 1/4 iI — 1 I O it . - ACCORDANCE WITH R302.11 OF THE RESIDENTAIL CODE. F °r+ i0 yOQ��'' OF Ne 1 . - d �®®ee CONTINUOUS RIDGE VENT 12 RIDGE BOARD N1102.2.3(R402.2.3)EAVE BAFFLE 14 FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS. BAFFLES SHALL MAINTAIN AN OPENING EQUAL OR GREATER THAN THE SIZE OF THE VENT. 1212 THE BAFFLE SHALL EXTEND OVER THE TOP 2x4 CT @ 48"oc �. � 5 OF THE ATTIC INSULATION. 06.3 MIN. V AIR GAP BETWN INSULATION AND SHEATHING NMI r) W t ' I )MV) W000 )0000000M R-38C BATT r INSULAT R-38C BATT ION INSULATION 11-4" z TYP.EXT. TYP R802.5.2.1 LAPPED JOIST 7WALL LO 12 LAPPED NOT LESS THAN 3". CONST. O LO /' SHALL BE NAILED 16d 21 BATT COMMON NAILS IN ACCORDANCE INSULATION WITH TABLE R802.5.2 ON DWG-1 LOFT MASTER 1)4 SECTION PLYWOOD SUITE (\a 12 R-38C BATT O ( j INSULATION ALONG ROOF LINE +♦ z / • I F=- -- ' � W 2X12 CJ216'OC F=====____ �•— WITH BRIDGING @ 8'-0"OC FLUSH LVL ' _________ ENGINEERED FLUSH LVL 0 (D F--------- FLOOR R-38C BATT I=_______= JOISTS TYP.EXT. INSULATION k=====____ = WALL Z �n CONST. CL \,/J -21 BAT0 T O GARAGE _-° __ KITCHEN DINING _ INSULATION 00 R-21 BATT =________� n ♦^ z INSULATION i L..6. \.�.J cn "_____=__= R905.1.2 ICE BARRIERS; E o SELF-ADHERED POLYMER MODIFIED o c p in 07======== oiS o BITUMEN SHEET USED IN PLACE OF m o E °° • •_____,__= R-38 BATT NORMAL UNDERLAYMENT AND •Sw E __�, N.0 EXTEND FROM THE LOWEST EDGES OF v o v = m - rn o R 21 BATT ENGINEERED,"/ INSULATION c uu c . ALL ROOF SURFACES TO A POINT NOT INSULATION FLOOR 0e n c c Z a 2' RIGID INSULATION ,; c c c==c___° JOISTS LESS THAN 24 INCHES INSIDE THE y _ u L o.tom �.a t o •o BOARD&1/2"GYP BD •, _ c" ____ ___ EXTERIOR WALL LINE OF THE BUILDING. o c c N = • _ ° ON ROOFS WITH SLOPE EQUAL OR GREATER .a.s o °v o y u o o y •� ,'' -- _ BASEMENT oC . THAN 8/12,THE ICE BARRIER SHALL ALSO BE c o-' m n n @ o • APPLIED NOT LESS THAN 36"MEASURED ALONG 00•n ` c ° C0'N ° c 3 f w.o 3 L c rr c 0 • f2 30 BATT R302.13 FIRE PROTECTION OF FLOORS: '~ THE ROOF SLOPE FROM THE EAVE EDGE OF THE CONTINUOUS RIDGE VENT o`o ° ° °c w R-11 BATT =____=INS�ILATION PROVIDE 1/2"GYPSUM BOARD ON ENTIRE ° BUILDING c N INSULATION ________, CEILING ABOVE BASEMENT ATTACHED 4. R D =r =c m N `no-o"3 DRAPED ON _:______ TO THE UNDERSIDE OF THE JOISTS. N1102.2.3(R402.2.3)EAVE BAFFLE o a m c WALLS a'. R802.4.6 COLLAR TIES FOR AIR-PERMEABLE INSULATIONS IN VENTED ATTICS, t,o.a m (D In o a A BAFFLE SHALL BE INSTALLED ° o 0 • -°°°-°°° TYP. BASEMENT SLAB SHALL BE NAILED with 4-10d ADJACENT TO SOFFIT AND EAVE VENTS. m z • °-•' e. BOX NAILS IN ACCORDANCE BAFFLES SHALL MAINTAIN AN OPENING EQUAL t c a E f0 °' ° m o a w • Qc ,' WITH FASTENING SCHEDULE H u ai m a' I- m E o c`c L OR GREATER THAN THE SIZE OF THE VENT. THE BAFFLE SHALL EXTEND OVER THE TOP .12 OF THE ATTIC INSULATION. 2x4 CT @ 48"oc �`♦ 2 RAFTER/CEILING JOIST HEEL rj JOINT CONNECTION �I SHALL BE NAILED 2 a ° a ` ? k07 F'_ Q�7 0 ' 3 i� '' -38C BATT O H T BL IN ACCORDANCE 9 rpm' `h.� INSULATION WITH TABLE R802.5.2 SCALE. ,�{{ (SEE DWG-1 FOR TABLE) 1/ii'll 1I OII I WITH RTOSNH2AATEACH RAFTER TO STUD. 0 R802,6'2,1 LAPPED JOIST �� TYP.EXT. LAPPED NOT LESS THAN 3". WALL 5HALL BE NAILED 16d CONST, TYP. EXT. ,'COMMON NAILS IN ACCORDANCE � WALL WITH TABLE R802.5.2 ON DWG-1 _ 21 BATT CONST INSULATION LOFT WIC BEDROOM 3 Ql., 11 R-21 BATT INSULATION 21/11 �. 0 cn ' - � w 1—` LO ' O T czc%4 I 12"ENGINEE � O co R-38C BATT FLOOR R-38C BATT N O Q C'4 ' 011 INSULATION JOISTS INSULATION 1' 211 w LLl 1FLOOR fn J W 5/4X10 FRIEZE BD 1/2"PLYWD W/ VL BEAM = CANT Z > Q 2X6 EXPOSED SOFFIT BDS uUj RAFTER AT 2411 O.G. --METAL POST GAP - OVER FURRING COVERED - FOYER GREAT ROOM COVERED -- -- SIMILAR TO BASE ENTRY PATIO 11 411 -- -- IIII cn _ R-38 BATT 1 r1l 21II }= - INSULATION rt Ott . A. A. . L Lz N = © © (4J (oX(o POSTS �' a• R-38 BATT 12"ENGINEERED NSU AT ON en u . .• FLOOR (V 0► '•a° JOISTS s� R`11 BATT BASEMENT - o r `� METAL POST BASE - •.° • INSULATION ' DRAPED ON R302.13 FIRE PROTECTION OF FLOORS: o ao • '• •• WALLS PROVIDE 1/2"GYPSUM BOARD ON ENTIRE oo r !Ie __ __ - ►� w II N CUSTOM FABRICATED TYP. ,° CEILING ABOVE BASEMENT ATTACHED .;.• 1 — — — — — — — — FOUNDATION •• TO THE UNDERSIDE OF THE JOISTS. I �II O O n 11. n O n t CONST. ..o ° "--� cC 11 U,I .•••r I I I� s I a I a �" � � •; ° TYP.BASEMENT SLAB Me•A .r 1 p °'� s' s ►'• ►'• ►'• s'• e ► • ►'• ► ► e' e • e • s e'• s' e e ► s e"° U t�OC. ct.� 1' 411 vQ u I F1 DK, HO 0--) F; Ll -,')) R Q) F7.,U, Pvq K ED) 71 A� I L SCALE - 1/4 11 — 1 O nnx3� F SCALE 1/2 11 = 1 loll �N�v .i 42'-6" Oil W r — — — — — — — — — — — — — — — — — — — ,— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — •- — — — — U ., I i.n.e i.o.c �.al.el I 11 Olt I 1' OII I W Lo p O 1 I I I I I00.0 W 0 I 1 I I O (3 I 1� OII 1� Oli I Z rn v ' 00 I 1 rl000 L I I (� 1 0 z I I I I I I N N C I I EO r- C N o, :'EN 'Eo m 8 C O C N O U (SS U T � - v of m bw �•�s `o C Q)� lD 0 O O N Y Lcc� 3.8 _ O L o 2 .. L Lm N m 3 E C ,�n �a•- � LNm � Doa L) o�..o —.0 `o 1 Bot m fE2' c mn 2 0'N '� N L N"-O C V C l0 �.0, Q N C N C N O 1 I L In 0.E a ma a o °w r — — -• O � O L C w N H U N W O' F- l� E O..0 O o 11 OII 11 011 i I I I I I I I � CL — — — — — — — — — — — — — — — — — — — — — — 7 r PC 101-011 I I I I I 1-- I II it 1 - - -`- iF- - - - - - - - - - - - - - - - - iJ - - - - - \ I I \ I I \ I I 1 I I I I I I I 1 '- - - - - - - - - - - - - - - - - - - ' I I I 1 I 1 W 0 1 I N Z I I o (n I W W I U) I z > Q I ry fA I 1 I 1 I I I 1 I 1 GENERAL NOTES - ROOF PLAN SOLAR ENERGY SYSTEMS � I ICHAPTER 23 &(R324) - T,rPICAL OVERHANG DIMENSIONS (U,N.O.) SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE li WITH CHAPTER 23 AND THE FIRE CODE OF NYS. - EAVES = 24 SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. I I - GABLES = 10" PANELS SHALL BE LISTED AND LABELED PER UL 1703. - -'- - - - - - - - - - - - - - - - - - - - - - - - - - -'- - ROOF VENTING TO BE 1/200 OF ATTIC AREA SOLAR READY ZONE: - 509-' IN EAVE 50% IN ROOF IN ACCORDANCE WITH APPENDIX THE TOTAL SOLAR-READY ZONE AREA SHALL BE F' - ICE 4 WATER SHIELD AT EAVES TO POINT OF 2' O" BACK FROM INSIDE NOT LESS THAN 300 SQUARE FEET NOT INCLUDING ct ACCESS OR SET BACK AREAS AS REQUIRED BY THE INTERNATIONAL FIRE CODE, EDGE OF EXTERIOR WALL ROOF AREA ORIENTATION SHALL BE BETWEEN FULL ICE 4 WATER SHIELD ON ROOF PITCHES LESS THAN 4/12 110-270 DEGREES OF TRUE NORTH. W - ROOFING CONTRACTOR TO INSTALL KICKOUT FLASHING AS NEEDED CONSTRUCTION DOCUMENTATION ct - EXTERIOR WALL FINISHER TO VERIFY INSTALLATION PRIOR TO FINISHING CERTIFICATE REQUIRED PER T103.10 �/ � � � M O T_S:t SCALE : 11411 = 11 011 2 1 BRACED WALL PANEL a' c nn'iuw a e-*c BRACING METHOD � `• .e'`-� °' � PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-13 1-C 1-D 2-1 2-2 2-A 2-6 CS-WSP CONTINUOUS SHEATHING WOOD STRUCTURAL PANEL 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1) TABLE R602.10.4 page 185 BRACING METHOD ABW GW/CS-WSP CS-WSP CS-PF CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP DETAIL #1 ON DWG-2 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 BRACE WALL LINE SPACING(FT)b 23 23 11 25.16 13.5 15.5 15.5 13 23.66 23,66 42 42 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE E •._:r_ ,,-,-._ , ce,re -F-ceo .LLF.I�,_, SHALL BE OFFSET NOT MORE THAN 4 FEET. E eu`0'ND1 ceo., uue CS P F CONTINUOUS SHEATHING END coNDlnoN END CONDInON 2 TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH Inches 27' 48"/27" 27 32' 27' 27' 27" 27' 24" 24" 24" 24" PORTAL FRAME 5 THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OBRACED WALL PANELS SHALL BE FULL-HEIGHT TFOFSE S,NS WALL p g (inches) " � DETAIL#3, DWG-2 ---"'^ 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH TABLE R602.10.3 1 Page 180 REQUIRED BRACING LENGTH FT 6.25 21.05 3 6 5.7 7.2 6.1 5.6 6 6 9.5 9.5 END OF A BRACED WALL LINE ,% GB GYPSUM BOARD 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c -! QQ R602.10.2.2 , ./, F BRACED WALL NOTES: "" 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 ABBREVIATIONS; BWL=BRACED WALL LINE, E'de"EF-"E:.'ti REFER TO DETAILS ON DWG-2 BW=BRACED WALL, END CONDITION 3 END CONDITION 4 FOR HOEDOWNS,STRAPPING,BRACED �- -Fr-E+� UJ 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 WALL DIAGRAMS AND DWG-1 CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL REOUIREt+1ENTS FOR NAILING SCHEDULE. ALL BRACED CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION Return panel:24"for braced wa lines sneatnPa wtn wood s:uctu'a panes 3. WALL HEIGHT .95 .95 .95 1 .95 ,95 .95 .95 .9 .9 .9 .9 WALL PANELS SHALL BE FULL-HEIGHT 32"te•braced wa' 'nes sneat',ed w 110 SECTIONS OF WALL WITH NO VERTICAL structura!fiberoea,d '^ 4. NUMBER OF BWL PER DIRECTION 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1.45 1 1 1 1 OR HORIZONTAL OFFSETS. Distance o: 24"for txarnd wa' !,nes sneatncd wan �' 12"f s7uMuda pane's ' ' t LO 5. ADDITIONAL HOEDOWNS 8 str ci b,acbd'wa nes s!1ear,ed wth ,i lii, O str'xturel fiberboard V .END CONDITION 6fI Hold-down 800 lbs capac'•p fastened to Ine edgb of vie device: brsred well penel cles-st Ic the cone'and noo 7. GYPSUM BOARD FASTENING .7 m to rc ndA on n rca r"aminn be nw For Slr 1 11-h-25.4n1r�i 11-t-305 m.,11b=445N ^ � \_ RESULT REQUIRED BRACED WALL LENGTH(FT) 7.7 20.3 4 7 7.85 9.9 8.4 7.7 5.4 5.4 8.55 8.55 FIGURE R602.10.7 CO END CONDITIONS FOR BRACED WALL LINES W �. TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 4.5 4 7.5 3 8 S WITH CONTINUOUS SHEATHING O PER PLAN BRACING LENGTH PROVIDED (FT) 20.5 24.25 8.5 7.5 12 15 16 26 15 21.25 12.8 11.8 9 y m COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y Y Y ® r, I m m In I m CO 4'-0" 13'-0" a.Linear interpolation shall be permitted 15'-6" 13'-6" 4'-0" 01 W b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, �1_91/411 /"/"� - the average dimension shall be permitted to be used for braced wall line spacing. 61-0111 21-91/411 IG ,/ a' I I I CS-WSP CSIWSP I O Z "' 1 ' CL m _J a \ O O N I OU U O 1 _ 4'-0" m 42'-0" 4'-0" � N ry LO� a) BWL 1-1 1 n ♦(^ - - - - - - - - - - � - - - - - - - - - - - - - �- - - - - - - - - - - - - - - . eJ 5'-2" 4'-111/2" 1 11 - I 7'-55/s 11 0 5-2 1 I 3'-85/a � ' 1 N , I y C M M I w EN CS-WSP C '93-WSP I CS-WSP CS-PF ' °'2 rn'N 2 m2E � I .LO-. � ..L. � L� N•° O w CS-WSP CS-WSP - -�1'1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ' a ( rn0 Wa�o) to O O . .0 „UNN�. opN' U C14 n U mNn` ` ym° U N 2cnoc BWL 2-1 'EX o , 'o 0 a�4? -as- - - - - - - - - - - - Q oo+ .o NN C 00 r'- 'S O C -O cE � oL0Od co Cn CD .N ,C.Z` Q N C N i ( I I I Lc oW nO Fl� va) wO m v =mLa.EoEnM ua - a � a N I I I I GB METHOD cn I I I TABLE R602.10.4 Ch I I I 7"O.C.AT PANEL EDGES Li INCLUDING TOP AND 4'-0" BOTTOM PLATES,7"IN FIELD I I ALL HORIZONTAL JOINTS 1 BLOCKED AND I I 1 FRAMING CONNECTIONS 1 I I I I I AS PER DETAIL 2 ON DWG 2 1 O I1 1 121-0" \ 2'-21/2" 1 1 i i rl U _ I - - - - - - - - - - - - - BWL 1-2 - BWL 1-2 - - - - - - - ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J -1- - - - - - - - - - + - - - - - - - O x1 I l v� 1 Uti K ' I r i U) I I �W N to 1 U i I U) q z0 o N N o (n I N o LLI BWL2-2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I W -J 71 U CS-PF z Wit• W UQ a------------ U A CS WSP CSWSP o o I BWL 1-3 U - - - 2'-81/2" N ' CS-WSP ICS WSP Lr) 1_8+/z' o h"�I Cl) cn I U v Th 8'-6" 3'-113/4" 3-113/411 4'-9'/a" CS-WSP CS-WSP 1 1 I 1 1 7/32'1 2'-31/' 2-3 �-- a I � U oaa: w Faiaa� � � T3 0� BWL 1-4 - - - - - - - ® '10 - - - - - - d d o I o 4'-0" 42'-0" 4'-011 d I w I 1ST FLOOR WALL BRACING PLANa', " 2ND FLOOR WALL BRACING PLAN I 11 - 1 11 I I I I I - I �t'1 � �.e-e SCALE: 1/4 - 1 -0 - - - - - - - - - - - - - - - - - - - - - - - SCALE: 1/4" - 1'-0" ,J _ _ _ _ wL ,, 1 4'-0" 13'-0" I 15'-6" 13'-6" I 4'-0" �9 p10 i i A01T�0F y2