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Home My WebLink About47523-Z ��o�;aS�fFOL'�coGy Town of Southold 2/1/2023 a P.O.Box 1179 o - co x 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43808 Date: 2/1/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 560 Fawn Ln., Cutchogue SCTM#: 473889 Sec/Block/Lot: 103.4-29 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/3/2022 pursuant to which Building Permit No. 47523 dated 3/7/2022 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch,rear stoop and attached two car garage as applied for. The certificate is issued to Zoumas,Ioannis of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-0009 1/20/2023 ELECTRICAL CERTIFICATE NO. 47523 12/6/2022 PLUMBERS CERTIFICATION DATED 12/13/2022 M t lumbi &Heatin LC 0 Aize ignature gUFF�Q TOWN OF SOUTHOLD ooh K�oy BUILDING DEPARTMENT x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 47523 Date: 3/7/2022 Permission is hereby granted to: Parillo Fmly Trst of 2007 1145 Maple Crest Cir Gladwyne, PA 19035 To: Construct new single family dwelling on vacant land as applied for and as per SCHD approval. At premises located at: 560 Fawn Ln., Cutchogue SCTM #473889 Sec/Block/Lot# 103.-4-29 Pursuant to application dated 2/3/2022 and approved by the Building Inspector. To expire on 9/6/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,246.80 CO-NEW DWELLING $50.00 Total: $2,296.80 Building Inspector oF so�ryQl � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlina-town.southold.nv.us Southold,NY 11971-0959 Q�yCOUNV'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: loannls Zoumas Address: 560 Fawn Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 47523 Section: 103 Block: 4 Lot: 29 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Yannucci Electrical Services License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement 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 77 Ceiling Fixtures 20 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 11 Smoke Detectors 4. Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 59 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights 16' Dryer Recpt Emergency Fixtures Heat Detector 1 Disconnect 3 Switches 36 4'LED Exit Fixtures 11 Pump Other Equipment: Central Vac, Oven, Hood, Dw, Micro, Septic Disco, Gas FP, W/D, 200A Panel 42- Circuit/ 39 Used Notes: New Two Story Inspector Signature: Date: December 6, 2022 17 S.Devlin-Cert Electrical Compliance Form r pF SO�r�ol Town Hall Annex d .ice Telephone(631)765-1802 54375 Main Road �F' Fax(631)765-9502 P.O.Box 1179 G Southold,NY 11971-0959 WELDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: �4 . Building Permit No. Z Owner: o aj--)n S Z— C:) (Please print) Plumber:.Qv )U r�O, Im Aji c,L-e— (Please prid) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. �I (Plumbers Signature) Sworn to before me this day ofJ-Alftbr- 20_j_ . JENNIFER FASANO _ ftfary Public State of New York No.01FA6158432 Qualified in Suffolk County My Commission Exp.0110212y Notary Public, County pF SO//lh°� TOWN OF SOUTHOLD BUILDING DEPT... °`y�nurm 765-1802 INSPECTION -[A] FOUNDATION 1ST [ ] ROUGH PL13G. [�] FOUNDATION 2ND [. ] INSULATION/CAULKING [ '] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 45Q4yzr, r b7 15T DATE '1-7-04-17 INSPECTOR "1 OE SOUTh°lo 111 * f TOWN OF SOUTHOLD BUILDING DEPT. couNn,N 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 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 [ ] RENTAL REMARKS; okZ ,.-Of % v I /7 r DATE Y� INSPECTOR g SOUT'yo q * TOWN OF SJOUTHOLD BUILDING DEPT. Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [/ ]` CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: o DATE INSPECTOR Kv� a SOUIyo� - / * # TOWN OF SOUTHOLD BUILDING DEPT. couffm 631-765-1802 INSPECTION [ ] FOUNDATION IST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ INSULATIOWCAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 0e4Am s9 Od !::6%sv(wA-;ppn i U lai. f 4;vv y �� • w� IYla�nv� ljvr _ w IM AAVWV DATE INSPECTOR ILI %4i-d, raF SOUTyOIo LlG�2,3 �V ✓ # f TO N OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL(ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: Inv DATE 2 INSPECTOR SOGlyO6 --- -- - - - -- # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION . [ ] PRE C/O [ ] RENTAL REMARKS: 6 f ✓� �-- t r DATE Iwo INSPECTOR Z f Home Energy Rating Certificate Rating Date: 2022-12-15 Final Report Registry ID: 120928911 Ekotrope ID: YdxkRSwL HERS' IndexHome: Your home's HERS score is a relative • 1 Fawn Ln performance score.The lower the •• the more energy efficient the home.To $4,097 ue, NY 11935 *Relative50learn more,visit www.hersindex.com to _ • Zoumas Your Home's Estimated Energy Use: This home meets or exceeds the Use(MBtul Annual Cost criteria of the following: Heating 53.5 $1,415 2016 New York ECCC Cooling 0.8 $48 2020 New York ECCC Hot Water 11.2 $283 2015 International Energy Conservation Code Lights/Appliances 20.4 $1,162 Service Charges $120 Generation (e.g. Solar) 0.0 $0 Total: 86.0 $3,028 HERS'Index Home Feature Summary: Rating Completed by: n Mor.1—ty Home Type: Single family detached Energy Rater: Michael Fauci Model: N/A Fxming 140 Community: N/A RESNET ID: 8619824 Homes Conditioned Floor Area: 2,911 ft2 Rating Company: Energy Testing Services S0 Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference r Primary Heating System: Furnace•Propane•92 AFUE 631-244-2627 Home 100 •o Primary Cooling System: Air Conditioner•Electric•16 SEER Rating Provider: Building Efficiency Resources °o Primary Water Heating: Boiler•Propane•0.93 Energy Factor PO Box 1769 Brevard,NC 28712 10 House Tightness: 1118 CFM50(2.58 ACH50) 800-399-9620 •o 60 ,1 Ventilation: 106 CFM.30 Watts .. t 40 Duct Leakage to Outside: Untested Forced Air ssl s w This Home w Above Grade Walls: R-21 20 Ceiling: Attic,R-38 20 /t.CA y Zero Energy Window Type: U-Value:0.3,SHGC:0.28 Home 0 Foundation Walls: N/A Michael Fauci,Certified Energy Rater ro:p lassEn.r•y Framed Floor: R-30 Digitally signed:12/19/22 at 2:10 PM 6 ekotrope Ekotrope -Version:4.0.13055 reportThe Energy Rating Disclosure for this home is available from the Approved Rating Provider. Energy savings calculated without modifications to the energy model.(As Modeled) This does not • or 560 Fawn Ln Cutcho ue NY HERSO Irldex SCOW. Rating Date: Dec 15,2022 50 HERS Registry ID: 120928911 Annual Estimates: Rating Company: Electric(kWh): 6,801.3 Energy Testing Services Propane(Gallons): 689.9 Rating Provider. Building Efficiency Resources CO2(Tons): 73 Rating Provider Address: Approx.Energy Cost: $3,028 PO Box 1769 Brevard,NC 28712 Home Feature Summary: w,p Single family detached,4 bedrooms,2,911 ft2 ,w Heating:92 AFUE Homes ,SO Cooling:16 SEER „o Hot Water:0.93 Energy Factor Rehr loo � Air Leakage: ,6 1118 CFM50(2.58 ACH50) 70 Ventilation:106 CFM•30 W 60 so— Duct LTO:Untested Forced Air me `0 thbH• Above Grade Walls:R-21 w Ceiling:Attic,R-38 zao E= o' Window:U:03•SHGC:0.28 „iemin Foundation Walls:N/A o,.u.wn Ekotrope ekotrope4.0.1-3055 MM& Law 560 Fawn Ln Cutch®gue, NY 11935 fBuilder: John Zoumas 4 !' THIS HOME , TO MEET THE NEWYORK C fI 2020 ENERGY CODE 1 Building Features Ceiling Attic, R-38 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-21 Duct Leakage to Outside Untested Forced Air ' Foundation Walls N/A Total Duct Leakage 47 CFM @ 25Pa (Post-Construction) Framed Floor R-30 Heating Furnace • Propane•92 AFUE Slab N/A Cooling Air Conditioner• Electric• 16 SEER Infiltration 1118 CFM50(2.58 ACH50) Water Heating Boiler• Propane •0.93 Energy Factor Window U-Value: 0.3,SHGC:0.28 I As a 3rd party extension of the code jurisdiction utilizing these reports,I certity that this energy code compliance document has been created in accordance with the requirements of Chapter d 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 inspectedltested and k 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 Fauci Signature: lllx4 ad Fcatei Organization: Energy Testing Services Digitally signed: 12/19/22 at 2:10 PM I I Ekotrope RATER-Version 4.0.1.3055 I 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. Ekotrope disclaims all liability for the information shown on this report. Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 560 Fawn Lane City: Cutchogue Builder Name: John Zoumas Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if hone has multiple heating systems or water heaters) Date of Test: 2022-12-15 Outdoors Temp During Test: 45 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 91 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 Tyne 3 Drat S t_p Mage Sin llaee CO CO Efficiency Fuel Tvne Circle Type) Pascal (Worst Case (Natural) (Worst Case atw•al Rating:92 0 N❑P❑✓ O❑E0 NQNOM❑S_0 NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Fail_❑ NSA PPM N/A PPM Yes ✓❑ Tie: Standard Tank aIndirect Tankless ❑ Size: 0.0 Style Common VentEl Water Heater Primary: No Instantaneous ✓ Commercial See Note 5 below Gallons �- ❑ ( ) (Gallons) ' Stand Alone Z s z Venting Tvnt e 3 Draft Sin lla2C Spillage(Natural) CO CO Efficiency Fuel Type Circle Type)yep) (Pascal)) (Worse Case) (Worse Case) (Natural) EF: 0.93 N❑P❑✓ O[]E.0 NDMDSQ N/A Pa. Pass ✓❑Fail❑ I PassEFai10 N/APPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No Oven CO t PPM Ambient CO(During Oven CO Testing) o PPM t Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 1 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. a Water Heater St le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2022-12-19 Energy Testing Services 2022 Combustion Safety Testing Form Certified Home Address: 560 Fawn Lane City: Cutchogue Builder Name: John Zoumas Builder Tracking# Combustion Appliance Zone (CAZ)# 2 of 2 Location of this CAZ: Attic - (Use additional forms if more than ore CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-12-15 Outdoors Temp During Test: 45 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes a✓ No❑ Type: Furnace 0 Boiler n Heat Pumper Other❑ __ r z Venting Type s Drat S i__p llage S i_p Ilaee CO CO Efficiency Fuel Tvpe Circle Type) Pascal (Worst Case (Natural) (Worst Case atEE Rating:92.0 NEIP❑✓ OQE[] N[1\0mES_Z NSA Pa. Pass❑✓ Fail❑_ Pass❑✓Faii_❑ N/AppM N/A PPM Yes 0 Type: Standard Tank aIndirect Tankless El Size: 0.0 Style Common Vent Water Heater Primary: No Instantaneous ✓ Commercial See Note 5 below Gallons �- ❑ -u-� ) (Gallons) 4 Stand Alone ✓� E icien ,5 Fite!Type z Venting Type 3 Drat S iS llage Spillage(Natural) CO CO (Circle Type) (Pascal) fforse'Case) (Worse Case) (Natural). EF: 0.93 1 N❑P✓❑O aE0 N❑M❑S❑✓ N/A Pa. .Pass❑✓ Fail❑ I Pass(]✓Fail I N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No ff Oven CO 1 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. IfWater Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: ��— Date: 2022-12-19 D 4 e e e • � ® ° e • e o y �✓" !y �l i% 4 • e • ` ------------------- FOUND • o Fill ° • a ie ei e INSULATION Pl, roi ME f2ww al-I Z e E WE _i • e e ® � 9 0 � - I TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) Date Received TIA. 51 4f C For Office Use Only PERMIT NO. Building Inspector: FEB - 3 2022 ED,, Applications and forms must be filled out in their entirety. Incomplete BUILDING DEPT applications will not be accepted. Where the Applicant is not the owner,an TOWN OF SOUTHOLD Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name: SCTM#1000- ,0v -,01f.01D 0 00 Project Address: 0 QCAJ ri 1�0 Phone#: ail- 5-14 - 10 gqqg 'J 7 0 U M k- ol-M 4- Mailing Address: 0 5-,0 JIQ . ( ,oU d-r rAIA ZIA)J�— 21uy- CONTACT PERSON: Name: -fOAmmi.s. 'Kw�ri Zoum" Mailing Address: CU A i.\i Piuk-f= VY 109 Phone#: Email: 0q4-5 q10-g--9q(f9 --5 ZD C DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: -SO Pit OLN ACLO fPTN W4-DPE &VIA. 0-Y. 1171 Phone#: 6, 31 - a OR-335( Email: &eeAi i3o h C am. CONTRACTOR INFORMATION: Name: --S- Mailing Address: Coal, A,.0 .4 WAI)IivC- &A. 6�-�Y, 117'91 Phone#: Email: DE�CRIPTI N OF PROPOSED CONSTRUCTION R�NewStructure ElAddition DAlteration EIRepair DDemolition Estimated Cost of Project: 00ther $-,(," 0 0 0-'o 6 Will the lot be re-graded? ElYes VNo Will excess fill be removed from premises? 11Yes E]No PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants nd restrictions with respect to this property? ❑Yes IF YES, PROVIDE A COPY. 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 building(s)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 me): []Authorized Agent EM/Owner Signature of Applicant: Date: STATE OF NEW YORK) S : COUNTY OF !1O A m rJ r5 `Sp 20y M A being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the 6ONZI-11am ti (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 day of Cvy-� 20 ...- Nota Public `(vI RY• L20UM'AS NoTAAY'PUBLIC-STgTE•OF NEW YORK No. O1ZO6045952 Qualified in Suffolk County(Where the applicant is not the owner) My Commission Expir@s.08-07-2022-; K 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�Qg�fFO�,�coGy� BUILDING DEPARTMENT-Electrical Inspector o TOWN OF SOUTHOLD co Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �'y4 Ol� Telephone (631) 765-1802 Temporary Certificate #_JawDate 2022 Customer Name Electrician Name 1/ on u &e G Address Phone 3 — 2,59 — 732 e-mail e-mail ( I?Ll) elec�nW/))C'W[ Phone License# � 5qZ —;�c_ Size o( b d A Phase Overhead Underground Voor #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N 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 is valid for 90 m the date ve. Authorized by ,.✓ 13 LDING DEPARTMENT- Electrical Inspector �4��SUFFU JUL 2 �� TOWN OF SOUTHOLD P o BuiLoiNooEPtTown Hall Annex- 54375 Main Road - PO Box 1179 CS 2 TOV01 of sou fHOLD Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a)southoldtownny.gov - seand(c-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 7/12/22 Company Name: Yannucci Electrical Services Inc. Electrician's Name: Vincent Yannucci License No.: 50592-ME Elec. email:Vinny@yeselectricalinc.com Elec. Phone No: 631-258-7324 OI request an email copy of Certificate of Compliance Elec. Address.-' PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: ZOUMAS Address: 560 Fawn Lane Cutchogue Cross Street: Little Neck Rd Phone No.: Bldg.Permit#: 47523 email: Tax Map District: 1000 Section: Block: If Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling and 200AMP Underground Service 135 Square Footage: 2415 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO F-1Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On 7 I J2-2 -� Temp Information: (All information required) Service Size®1 Ph❑3 Ph Size: 200 A # Meters 1 Old Meter# FDNew service[:]Fire Reconnect[—]Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals R11 2 H Frame Pole Work done on Service? 0 Y MN Additional Information: PAYMENT DUE WITH APPLICATION 1LDINO DEPAIaTMENT- Electrical Inspector A's S11 7�� OF OUTHOLD IUL .�' .TOWN S BU1Lo►NcoaPrToWn Hall Annex -54375 Main Road - PO Box 1179 CIO TO\n.R,1 OF Soo-f"'o"o, Southold, New York•11971-0959 : Telephone (631) 765-1802 - FAX (631) 765-9502 1 roger rasoutholdtownny gov — seand(c_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) :. Date: 7/12/22 Company Name: Yannucci Electrical Services Inca Electrician's Name: Vincent Yannucci License No.: 50592-ME Elec. email:Vinny@yeselectricalinc.com Elec. Phone No: 631-258-7324 DI request an email copy of Certificate of Compliance Elec. Address.: PO Box 638 Shoreham NY 11786 JOB SITE INFORMATION (All Information Required) Name: ZOUMAS Address: 560 Fawn Lane Cutchogue Cross Street: Little Neck Rd Phone No.: Bldg.Permit#: 47523 email: Tax Map District: 1000 Section: Block: If Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New Dwelling and 200AMP Underground Service 1 � 5 d . Square Footage: 12415 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: YES ❑ NO Issued On ?,I>)J2-2, -T-t d D� Temp Information: (All information required) Senlice Size®1 PhF-13 Ph Size: 200 A # Meters 1 Old Meter# ❑✓ New Service❑Fire Reconnect❑Flood Reconnect[]Service Reconnect❑✓ Underground❑Overhead # Underground Laterals ✓ 1 R2 H Frame Pole Work done on Service? M Y MN Additional Information: PAYMENT DUE WITH APPLICATION PAddress: PERMIT # Switches ' I Outlets jl GFI's -I p -rteSurface l Sconces r HH's UCLts Fans Fridge / HW Exhaust II Oven W/O� � g I _ Mini Smokes (( OW 1 ; If Carbon Micro Generator Combo Cooktop Transfer AC AH 11 Hood I Service I Amps Have Used Special: ( G 2 � � a d(f T — iG" "[ 3 Comments C �/ ��— P 'W FA WN L ANE (5o' WIDE) OCATIO_ EDGE OF FAVEt4ENT Sajpb LN 1VYT..YI1 N 76°52'30 p E 200,00' / /` • L7. �'`' 1 ` -- -- -- / xv- � -- -- -- -- - -- -- - DM.,=2l.SO _ ''f _+_1 " u o,e."�•- ci_`� Nuc 1S � / - / /ryc ` / 4 � •U'• -�'�� _�_ �'- p CyBpR/NOM o I LOCATION MAP 1 / SCALE:I"=1,000':k .3' PROPOSED EDGE- 6 :1DS UNDERGROUND ELECTRICSERVICE BUILDINGS: / ^ 1. DW2 D / ` 2 STORY / / I W3I V PROPOSED 4 BEDROOM RESIDENCE ZONING R-40 (RESIDENTIAL) SITE DATA: SCTM$: 1000-103-04-29 SITE AREA: 0.459 ACRE /GA GE �� GENERAL NOTES: N 104.0' / / / - 7-c 1. NO EXISTING SURFACE WATER OR WETLANDS WITHIN 300' OF THE PROPERTY. /L7 ED /- /' / F.F =2 .0' � ,._' UN rP GROS,D IF 2. NO PRIVATE WATER WELLS ARE LOCATED WITHIN 150' OF THE PROPOSED SANITARY SYSTEM. NO PUBLIC , •'�'f' RRgyS CES t' 'r• II�- jl WATER WELLS ARE WITHIN 200' OF THE PROPOSED SANITARY SYSTEM •. SYSTEM 4. PROPOSED DRAINAGE ANITARY SYSTESTRUCTURES M IS DESIGNED ITHIN 10' OF FORATTOTAL 4 BEDROOMS, SURVEY NOTES: 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 2. .BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. _`/ I 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. ~ / / // �'( PRO OSE 2 S4UKY i / / /Y O'MIN W 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS [�� IN. SEAL IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. N % PROP S1 / I� / `// I A f 1 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND 4 BEDROQM / ,( d I 1� SURVEYOR'S 'EMBOSSED'OR 'INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. / / (� _y/� j 10'MIN./'0'MIN/ 1 1 F� 6. CERTIFICATIONS INDICATED HERON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH \ / /BASE EN / / TO'MIN;/ �' \ Z f THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE F.F��EE.=23./00' 1 ' \ I� I J ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE / j / / P �`�--E3 MIN' E MIN./ O PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, / 4 / 0 ff GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE \ / 5, d' I LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR / I SUBSEQUENT OWNERS. f^--S� �' ry ff 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. / / •j I I I B. THE SURVEY CLOSES MATHEMATICALLY. / / DB // 'MIN p m I/DWl/ e, ,-. F ��V _ / MIN. ,N I 5, N. I 3 i / 1-3'�-PROPOSED MAC'R'AIR -,c./ .l�',_; •.L,t f 1 4 \` i•-. eLowERs MODEL wcBDwl C F£.LOR. / _ .� L..,DC 5 IN N FE.Cp. / ON CONCRETE PAD TO BE Cp IJ-PPOSED VENT W/ O L4'N 1- i•v HARDWIRED TO CONTROLLIIt pRppDSED FUJI CLEAN CWIRCOIL FILTER 1B'MIN. m 4'-CHAINLINK FEN J,B' .h` E,38'MIN PANELABOVE CRAD . —_ •._� ,�. —— I� O._ 0.1 �XAC 'x�tC2�Ac"lR ."lam-..: - _ .DGc rim:.^-� NEMAA 4X ENCLOSURE _ FROMANY WIN OR DO . LAND N/F— S 76°52'30 W. WILUAMPRILEY 200,00' 0 (DEVELOPED/PUBUC WATER) y - - - , ePffti D ARFA n BEE CLFIreA SITE PLAN 1• ® F C E W E Design Professional's Certl lcatlon equlre SCALE:1"- 20' •3 Submit P.E. or R.A. Certification For FEB 0 3 2 72 S The Installation and Construction of the Sewage Disposal System LEGEND: Date: 1211621 Use Form WWM-073 PROPOSED BUILDING GROUND EL aD.2 &SRI-OL BUILDING DEPT. PROPOSED ASPHALT DRIVEWAY 79.2 1 TOWN OF SOUTHOLD 3 ac,.asn ML —PROPERII'UNE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES --11-��N'G R 17.2 - ----- U —0�PROPOSEDCCONTONTOUR PERMIT FOR APPROVAL OF CONSTRUCTION FOR A COQ PROPOSED CENS I/A TANK DATE BY DESCRIPTION APPROV. BY OBC ) PROPOSED PROPOSED OSANRARY OLEACH NCUPOOLO% SINGLE FAMILY RESIDENCE ONLY REvisioNs j e—PROPOSED SANITARY PIPE PROPOSED FUTURE EXPANSION 560 FAWN LANE —w PROPOSED WATER SERVICE CUTCHOGUE NY 11935 C —E--PROPOSED UNDERGROUND ELECTRIC SERVICE 0 J� --PROPOSED OVERHEAD ELECTRO SERVICE PROPOSED RESIDENCE 10 � DATE- 1/19/2022 H.S�R F. NO. R-22-0009 (o+F� PROPOSED 8'0 DRAINAGE POOL WITH SOUD COVER o °"'o t PROPOSED WIT DRAINAGE POOL WITH OPEN COVER EST PROPOSED SANITARY PLAN o APPROVED THOLE LOCARON OF In .rvY� EX.TREE UNE 3.2 Ir cy RT A.9 yQ NO FOR MAXIMUlu1 F 4 BEDROOMS EY UNDERGROUND WATER Q� � L. K. McLEAN ASSOCIATES, P.C. CNN o —a— EX.o,H,ELECTRIC Comments:No water encountered * CONSULTING ENGINEERS 4V SOUTH COUNTRY RD.,BTi MAVFR,NEW YORK 11719 �; EXPIRES THREE YEARS FROM DATE OF APPROVAL �, WATER vArVE (HIGHEST EXPECTED GROUNDWATER=EL 1.5) N, U�'M ¢SR EO m,wlO Pq.S Designed Sheet N0. Cf x,Ono Mrrn.m a Ra mm.s ey: MF/CFD sale: AS NOTED D0 SIGN ERHFADPAVEMENT W ES TES NT HOLE � M q 3g� � � Drown B) MF Dd.: DECEMBER 202 S 1 Ow= CL SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES RAS A9Ar e.u. ffSSloNp APPTOved By. RGD File N. 21185,000 POWER SUPPLY CONNECTED TO DEDICATED 120V AC. SINGLE PHASE, 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL FUJI CLEAN CONTROLLER AND ALARM PANEL _ PROPOSED MAC 'R'R15011 AIR BLOWERS(2). POWER CONNECTION TO BE HARDWIRED TO CONTROLLER AS PER SCDHS&MANUFACTURERS REQUIREMENTS. 21'0 (2"MIN.) HDPE VENT W/CHARCOAL FILTER 16'MIN. - ABOVE GRADE. 36'MIN. FROM ANY WINDOW OR DOOR. F.F.23.0 CONCRETE PAD PLASTIC COVER WITH PVC PIPE FROM MAC"R' PVC PIPE FROM MAC 'R' BLOWER TO AIR INTAKE CONCRETE SAFETY LID POLYLOK 20" COVER 10'x 15'QUITH C BLOWER TO NIR INTAKE PROPOSED U.G. F W/HANDLE ON PLASTIC MIN. 4" DIA. ENCLOSURE WITH COVER AS PER MANUFACTURER'S ELECTRIC AS PER MANUFACTURER'S RISER (TYP. FOR ALL 3 EL. 20.7 STOPPER OR END PLUG REQUIREMENTS REQUIREMENTS ) SDR 35 PVC PIPE PITCHED RADE=21.°0 = MIN. 1/8" PER 1' POLYLOK 6" PROPOSED U.G. - INV.=17.90 ELECTR1c - RISERS CPOLYLOK 20" _ 2'-6 MAX. DISTRIBUTION BOX Y Y v—v ENDCAP TYPE MIN. 4"DIA. •-A-A 4' MAX. SDR 35 PVC PIPE '—`—`—` —� LEVELING DEVICE PITCHED MIN. 1/4'PER T' -v-v- v ° CAST IRON PIPE TO PENETRATE r_y MIN. 3 DIA. FOUNDATION WALL MIN. 2' SDR 35 PVC PIPE PITCHED INV. — 18.50 MIN. 1/8" PER 1' INV.=17.73 a~ PROPOSED 4' SOR35 PVC 4"SOR35 PVC FOUNDATION PIPE®1" PER PIPE®a'PER MIN. 12" COMPACTED SAND OR FOOT MIN. INV. FOOT MIN. 2" MIN. ABOVE PEA GRAVEL LEVELING PAD 18.30 INV.=18.13 BUILDING CONNECTION DETAIL OUTLET INVERT N.T.S. CONCRETE'COVER BELOW GRADE DISTRIBUTION/SAMPLING MANHOLE GRADE= 20.6 1'MIN, 2' MAX. 2'-6 MAX. 6" THICK SLAB MIN. 4" DIA. SDR 35 PVC PIPE PITCHED MIN. 1/8" PER 1' INV.=17.50 I/A OWTS FUJI CLEAN CE•N5 500 GPD N.T.S. SCUM BAFFLE B CHAMBER Volume(gal) (D Sedimentation Chamber 277 T-toy _ Anaerobic Filtration Chamber 278 2-10' 2-7� -Oa'� Aerobic Contact Filtration Chamber 127 ECIRCULATION ClariBwtion Chamber 63 AIR LIFT PUMP Disinfection Chamber 4 Q ® ISINFECTION Total Volume 749 CYLINDER(OPTIONAL) �3 4'INLET PI •OUTLET PIPE SPECIFICATIONS N N 4._�G\� 4 JA Anaerobic Media PP/PE 'p Board Type Aerobic Media PVC/PP/PE Aerobic Media - PP/PE Blower 2.8 cfm UENT T © AIR LIFE PUMP Tank FRP o INLET B I O'Q FT Piping PVC/PP/PE •� Access Covers Plastic/Cast Iran U1 12'-0" Disinfectant(Optional) Chlorine Tablets 2-1/Y VENnLATi N!PIPE OW BAFFLE _I /2'AIR INTAKE m - RECIRCULATION PIPE-/ (CLEANING OPENING) g T 3 _ FLOW OPENING(TYP. - PLAN VIEW 0 1B'ACCESS GOVERI 18'AOCESS COVER'\ 24•ACCESS CO 4'ACCESS COVER \ \ ISINFECTION U (TYP) (TYP) (TYP) CYUNDER(OPTIONAL) OW OPENING o` I 0 1'-2' CARD TYPE 0 I I I CONTACT MEDIA Q 3.0' 1. 3 3.0' COLLAR O COLLAR I 5-5' O 5-5' CIRCULATION DATE BY DESCRIPTION APPROV. BY 7 ]] AIR LIFT PUMP 0 BOTTOM OF POOL I 4'-4e 4'-3g' "4'-27• Y = EL. 5.83 _ e REVISIONS 0 I I o0 560 FAWN LANE EROBIC MEDIA CUTCHOGUE NY 11935 E o I 6' MIN. PENETRATION C, I' INTO A VIRGIN STRATA TION ASSDIBLY PROPOSED RESIDENCE 12 OF SAND & GRAVEL SECTION A-A VIEW SECTION B-B VIEW 1 --I-- - - - - - -- --= - -- - �p�EOF SANITARY DETAILS I G�0 3' MIN. ABOVE HIGHEST BACKFILL q t A. O 0 0 MATERIAL CLEAN I A O W T S FUJI CLEAN CEN 5 500 GPD * L. K. McLEAN ASSOCIATES, P.C. N 0 _----------------.=1.5' EXPECTED G OUNDWATER SAND AND GRAVEL CONSULTRIG ENGINEERS 4DT SOM COUNM RD.9RDOWAVEN,NEP!YORK 11719 HIGHEST EXPECTED WATER ELEV.=1.5' �____________________________ N.T.S. acro,® Kv o �„eay " `�� q y MF/CFD style: AS NOTED Sheet No. N°° D89' TYPICAL LEACHING POOL DETAIL ��v Drown By: MF Dote: DECEMBER 202 o j N.T.S. , �o;„ SIO S2 a Approved%r RGD File No. 21185.000 6 5 4 3 2 1 INDOORS I' OUTDOORS SPecif Ica tions I Model - MAC60RII MACBORII � MAC100R11 (CONTROL PANEL IN NEMA 6 3/8' CFM 2.1 2.8 _ 3,5 - POWER I 4X ENCLOSURE OWES CONTROL PANEL Air Flow Volume 60 L/min 6 80—in -- 0 80 1000 1--- ---- PANEL I (161) x 4 z v s c PSI —2.2— _— 2_2 __ _--2.6 I NO Fm.. Normal Pressure kPa 15 15 18 - ONE 20A, 1–POLE CIRCUIT D O I O Rated Valta9e V AC120_ D BREAKER IN EXISTING PANEL I _ Frequency Hz 60 I ALL WIRING SHALL BE - O I INSTALLED INSIDE SCHEDULE Power Consumption W 37 51 - 74 II�— Weight lb_s. APprox.11— —APProx_11— —Approx.11 i ' I I I 80 PVC CONDUIT&SIZED AS • _k9 APprox.5 APprox.5 APprox,5 L _ I REQUIRED. Outlet Plpe Dl amete Inch 3/4'PowerCordLength Inch 6'2' FINISHED GRADEN=� _ UL file number E341420 - Country of origin .JaPan, Installation/OPeration &Maintenance Notes: ON-SITE WASTEWATER �� — Install blower on leveled solid base. Ensure adequate ventllatlon TREATMENT SYSTEM C O I O and protect against direct sunlight. C — Inspect and clean Internal air filter once every 3 months. —Recommend dIaPhragm/valve assembly replacement once every 12 months. OWTS SINGLE LINE DIAGRAM (Note: d torn dlaphrogm will trigger the Automatic–Stop function.) N.T.S. 1O 1 1/4' –Please make sure to follow the Instruction manual. _ a (33) VISUAL B 0\0 B BEACON SYSTEM CONTROLLER/ALARM (FASTEN TO BUILDING) m J� C -bhp #10-32 - - n�- ELECTRICAL CONTROL TO BLOWER 1, a CONTROL WIRING TO OWTS I - II f r-m rn i - MAC 'R'AIR BLOWER TO BE V I I TO HARDWIRED TO CONTROL PANEL 4 3/8' l 1 1 4' i 4 3/8' I - ELECTRICAL z (11 SUPPLY COMPRESSED AIR LINE TO OWTS A AGF] RECEPTACLE © I MOUNTED ON INSULATED BLOWER ENCLOSURE All drawing measurements in Inches(mm), nTLE MAC60RI/SORI/100RI APPROVAL DATE 05-10-2017 BUILDING ' M e SIZE A3 SCALE 2:5 6" CONCRETE BLOWER PAD FwjiMAC DTIOOO9Z1–H4 GRADE 6 5 4 13 2 1 FKI-0024-I1 CONTROL PANEL & BLOWER DETAIL 3 N.T.S. U 'o STOPPER OR END PLUG - 10" x 15" ENCLOSURE WITH FINISHED SLATE OR OTHER'SUITABLE COVER GRADE IN LANDSCAPE AREA _o 0 SANITARY SYSTEM NOTES: V) 0 1. CONCRETE MINIMUM STRENGTH: 4,000 P.S.I. @ 28 DAYS. _ 0 2. ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT"—PROOF AND o LOCKABLE. U 2 SEE 3. CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT C PROFILES EXCEED TWO FEET IN HEIGHT. (TYP.) 0 4"DIA. SDR 35 PVC PIPE 4. UTILITY LOCATIONS SHOWN ON THESE- DRAWINGS ARE BASED ON 4" DIA. 30' ELBOW EXISTING UTILITY RECORDS AND ARE APPROXIMATE ONLY. IT IS THE CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL 0 AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. 4"X4"X4" 60' WYE' BRANCH 0 5. BACKFILL MATERIAL MUST BE COMPACTED WITH A MECHANICAL DATE BY DESCRIPTION _ APPROV. BY COMPACTOR AT 6" LIFTS. REVISIONS FLOW 4" DIA. 4" DIA, FLOW.SDR-35 SDR-35 6. CONTRACTOR SHALL. BE RESPONSIBLE FOR RESTORATION OF ANY 560 FAWN LANE L DISTURBED AREAS. CUTCHOGUE NY 11935 E M = TYPICAL CLEANOUT DETAIL PROPosE� RESIDENCE o E° N.T.S. SANITARY DETAILS II N C, �� * L. K. McLEAN ASSOCIATES, P.C. p _ _ I - fAINSULTING ENGINEERS 477 SOUTH COUNTRY ml.,BROOKHAVEN.NEW YORK 11719 N inr rnw uiiwo°E o a M w? I Designed W. MF/CFD Scale: AS NOTED Sheet No. brawn W. MF Data: DECEMBER 202 uinw me m¢cron a�um®reaemaa� 3 7' �1V c Z Approved By: RGD File No. 21185.000 JJ /m w nc sffvrnu:Om m w I - SURVEY OF IAT 51q 5a3 ON THE •�4 SUBDIVISION MAP OF ✓U OL D EC F � W E MOOSE COVE AT EAST CUTCHOGUE JUN p 2n?? FILED AUGUST 30, 1960 AS MAP NO. 3230 /U�I n• 1 SITUATE AT (�•"' o BUILDING DEPT. _ CUTCHOGUE TOWN OF SOUTHOLD TOWN OF SOUTHOLD FA WN L ANE (5o' WIDE) SUFFOLK COUNTY,NEW YORK AREA OF PARCEL = 19,997± SQ.FT. OR 0.459± ACRE EDGE OF PAVEMENT SUBJECT TO COVENANTS AND RESTRICTIONS, x STOPp AS PER LIBER 7425, PAGE 178 (NOT LISTED --07- ON FILE MAP NOR IN DEED). FAWN LN NYT.#14 PIN SET N 76°52'30' E 200,00' MON LEGEND B.M.=21.50 0 • •WATER VALVE 0 x �• . . . . . . . SIGN x2az9• . . • • . • SPOT ELEVATION —DH—• • • • • - • - -OVERHEAD WIRES O O I ,� O ml I O C3 O 3 NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. PVC ~ AT GRADE I 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD 1983, w LONG ISLAND ZONE. 49-66- - - - - 49.0' T.F.EL.=22.2 4 DIA.PVC 4 3. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). 6'DIA.PVC 34'TALL P TALL 6'DIA Pvc 1b 4. UNAUTHORIZED ALTERATION OR ADDITION TOA SURVEY MAP BEARING A LICENSED 4.8'TALL /-+'DIA PVC = LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE ~O 6 1.5'TALL NEW YORK STATE EDUCATION LAW. J I I z V 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF a I THE LAND SURVEYOR'S"EMBOSSED"OR INKED"SEAL SHALL BE CONSIDERED TO BE CONCRETE FUUNDA TION Z VALID TRUE COPIES. a 3 0 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN a w ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 14.2' � = q ADOPTED BY THE NEW YORK STATE ASSOC/A T/ON OF PROFESSIONAL LAND O w J SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, , GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND TO THE O 4'DIA.PVC I� ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE O 3.8'TALL O ( TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ti WIND. VELLL I'DIA.CONC I O 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 4'D.PVC 322 U U UQ I icy 8. THE SURVEY CLOSES MATHEMATICALLY. /— 25'TALL J 6 4'DIA.PVC 2I'DIA PVC (� 9. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFA TITLE REPORT.SUBJECT TO 4,7'TALL 4'DIA Pvc ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY ZD CID 1.7'TALL REVEAL. fFE.COR. Ui 1.4'NFE.COR. u 01-V 4'CHAINLINK FENCE I.8'N i X X X_ X_ X X — X X X:� — — — — — — — — 2 PIPE PIN 0.37JS 76 52'30' W 200,00' CAP 0.1'N DATE BY DfiSCRD:TION JAPPROV. BY REVI LOT 52 P��OF NEW), Town Sof SSouthold G� p L• STj�I 0Suffolk County, New York 560 Fawn Lane Cutcho ue, New York Ihereby certify to s' Foundation Location SUFFOLK COUNTY REAL PROPERTY TAX MAP fy at this map was made from an actual survey '�� DISTRICT 01000 completed by me on 12118/2021&05/25/2022. L. K. McLEAN ASSOCIATES, P.C. SECTION 103.00 � �� CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 04.00 a��•' �'��lQ. �Fjf�,\ rJ0Ja$ � 437 7ye5 ey COUNTRY ROAD. BR 1 20, EN, NEW YORK LOT 29.000 �r{r�/ `•.�� Seale: 1'=20' Sheat No. TAMARA L.STILLMAN,P.L.S. LAND Drorn By. G.L.B. Date: May 26, 2022 S,\Shared With Me\Projects\21185000 560 Fawn Lane, Cutchogue\Survey Dept\Drawings\21185.000 Fnd As-bullt.dwg 5/31/2022 4,22 PM Tamara Stillman NYSPLS No.50528 Approved By T.L.S. Flee No. 21185.000 Il SUBJECT TO COVENANTS AND RESTRICTIONSg ;, SURVEY OF LOT 51 AS PER LIBER 7425, PAGE 178 (NOT LISTE AON THE FAWN LANE (5e' wrn£� ON FILE MAP NOR IN DEED). SUBDIVISION MAP OF MOOSE COVE AT EAST CUTCHOGUE FILED AUGUST 30,1960 AS MAP NO.3230 CnGE ti PaVellEIVT € SITUATE AT CUTCHOGUE AYM1'LN xrc.' TOWN OF SOUTHOLD 7��r — — —— N 76.52'30' E 200.00' ,YON aK.ziw SUFFOLK COUNTY,NEW YORK / Q AREA OF PARCEL = 19,997± SQ.FT. OR 0.459± ACRE o I / LEGEND ELECTRIC ASTER CIPOFEROUS SHRUB •Oq. . WATER VALVE a I GiPOT ELf:ATfDV o VV •VINDOV WELL WV Q N:ws _ v ——— A/C AIR CONDITIONER tea, 1 I 49.6—— l�... UTILITY P.ANHOLE I GARAGE OVERHEAD VIRES PRUP, GF EL21.0'1 yi Q rr EL.- FIRST FLDOR ELEVATION GF EL.- GARAGE FLOOR ELEVATION I 2 STORY 4 V FRAME j; I W DVELLING 3 I PROP. FF EL.23.0' i 1 1 a Z NOTES I B 1. A.SURE6ttENISAREINACCOROANCE WITH DSSTANDAROS H,_SW,I T I ; 2. BEARMICSSHOWNAREINNEWYORKSTATEPLANECOORDINATESYSTWNAOIIII I I I c LONG ISLAND ZONE 41 ILP ,O 1 ELEVATIONS REFERENCENAV0T98B(GE0/012A). L ,11/ ~ 4. UNAVTHCRIZEDALTERA77ON ORADDITION TOA SURVEYMAPBEARINGA LICENSED I Bqg ^ LAND NEWYO KSTATEEDULISAV/OLA710N OF SECTION 7209,SUBDIVISION OF THE Z -. S' � I O NEW YORK STATE EDUCATIONLAW. 1 T m:tl i..• A s, Y /'�•DB I i .�., 5. ONLYCOPIESFROM THE ORIGINAL OF THIS SURVEY MARKED MTHAN ORIGINAL OF -+t-- --- --_J �� TIE LAND SURVEYOR'S`EMBOSSED"OR'INKED•SEAL SHALL BE CONSIDERED TO BE ,1 VV II- VV "I tDss ST y VALID TRUECOPIES 1-T O1 earn rF 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE VATH THEIDUSTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTEDBYTFIENEVI YORKSTATEASSOCIATION OF PROFESSIONAL LAND • —— __ __ __ I�'� SURVEYD.4S.SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM — P111 THE SURVEYIS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 0.»! S 76'5230' W 200,00' Vllx GOVERNMENTALAGENCYAND ON INS77TUDON LISTEDHEREONAND TO THE [AP ASSIGNEESOFTHELE710INGINSTNU77ON.CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. RIGHTS-0FIVAY NOT SHOWN ARE NOT CERTIFIED. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 8. THE SURVEY CLOSES MATHEMATICALLY AS-BUILT SANITARY APPROVAL OF CONSTRUCTED WORKS FOR 9. THIS SURVEYWASMAOE LNTHOUT THEBENEFITOFA TTILEREPORT.SU&'ECTTO DISTANCES TIEUM-NOWREETW BUILDING A SINGLE FAMILY RESIDENCE ANYEASETI.cM$CONDITIONS OR ENCUMBRANCESAN UPDATED TITLESEARCHMAY REVEAL A B S b.�(�is'�� Dal. vzoa3 H.S Ref N. Buaoos SI 2K 20S' CORDi OF Jn]C9VER .t t;\•� 1 y' — CINIEB 0,SRi0010RE \`Y' L,S T G The SCnage d:spo531 and v.alel suvoi f I I I IN5 bta:gn have been DATE BY DESCRIPTION MpROV.HY U' Y•S' 20' CWIER OF fb4ER L� /3G elsGeCled and/or cell?,ed ey IhiS Depanmeal or other agenti9 and found 1¢ Q 1 p In be sakfaUor/FORA MAXIMUM OF < BLDROOMS REVISIONS Town of Southold Suffolk Count New York _ CRAIG,KNLPPER,RE,CHIIJ 560 Fawn Lane oq'be.1vv stewa1e'm...g. enl '.fi I'I .' Cutcho ue, New York SUFFOLK COUNTY REAL PROPERTY TAXM I� I�f1 I� II IV/ (L F050328 �z Final AS Built DISTRICT OT000 J �CA�I',IY}SV / CONSVLTIf4GCRLNEAN SSGMEERS O C�IA�SSU.'YOC. BS SECTION 703.00 437 S0.COUNTRY ROAD.BRO.BHAVBN.NEW YORK BLOCK 04 00 F E B 1 2023 sww,.e nr.LL/1P.L• sear 1•=p0' s' LOT 029.000 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES n"..Tr DA mt T.P<«.e.rB2.aoaa 1•• snshu..d Vi N,Yx\Pro,A•et512LDi00J 560 Fvm La VtC CIVR or'lIOAt/ACt D-e.'.e,SSSnNw.y As-9:AiS.aAr JOLB aW F urY P t.s 1 „TLS. I h Ne 211BS000 SUIWING DEPT: - — 7OWNOF8007H0L0 LIMU L. K. McLEAN ASSOCIATES, P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS DATE: 05/31/22 1 PROJ NO.: 21185.000 437 SOUTH COUNTRY ROAD ATT: John zoumas BROOKHAVEN, NEW YORK 11719 RE: Foundation Location Survey 560 Fawn Lane,Cutchogue TO: JNS Development 256 Route 25A Wading River, N.Y. 11792 We are sending you 7X Attached 0 Under separate cover via Hand Delivery the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order Other: Copies Date No.Sheets Description 6 05/26/22 1 Foundation Survey These are transmitted as checked below: For Approval Approved as Noted Resubmit Copies for Approval X For Your Use Returned for Corrections Submit Copies for Distribution X As Requested No Exception Taken Make Corrections as Noted For Review and Comment Other: For Bids Due Prints Returned After Loan to Us REMARKS: Signed/Sealed Surveys. Copy To: File Signed: 'jew— (4 Tamara L.Stillman, P.L.S. Associate, Director of Survey and Mapping S:\Shared With Me\Projects\21185.000 560 Fawn Lane,Cutchogue\Survey Dept\Submissions\LOT 053122.xls NEW YORK TITLE Abstract Services,Inc. Insuring The Futures" Title No:NYTA-13031-S-21 District: 1000 Section: 103.00 Block: 04.00 Lot: 029.000 Town of Southold,New York To Whom It May Concern: NEW YORK TITLE ABSTRACT SERVICES,INC.hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk disclose no further conveyance of any of the foregoing lots other than as set forth. NEW YORK TITLE ABSTRACT SERVICES,INC.certifies that a search of the above-captioned property has been made from 6/21/1973 and that the premises have been in single and separate ownership of Marco A.Parillo,as Trustee of the Parillo Family Trust of 2007 their interest and their predecessors in title and has not been held in the same name or title as any adjoining lot since 6/21/1973 as follows: SEE ATTACHED CHAINS OF TITLE No searches have been made other than as expressly stated above.The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty Five Thousand Dollar ('$2000=99)Viand no policy of title insurance can be based upon the information contained in the Certificate. Dated:December 6,2021 NEW YORK TITLE ABS CT SERVICES,INC. Theresa Quigley Sworn to before me this 6th day of December,2021 r N tary Public Bryn N Sheridan t pM PUBLIC.State of New V& yl No.OISM64190 Q jalified in Suffolk COW# e mnissionExpiresSeptember5— NewYorkTitlexom NEW YORK TITLE Abstract Services,Inc. Insuring The Futures" Title No:NYTA-13031-S-21 STATE OF NEW YORK)ss: COUNTY OF SUFFOLK) Theresa Quigley,being duly sworn deposes and says: That she has had a search made of the records of the County Clerk of Suffolk County with reference to SCC�TM;1000=1Q3�00=0��00=029:000 That the said records indicate the following chains of title as to premises and adjoining lots since 6/21/1973. SUBJECT PREMISES: SCTM#1000-103.00-04.00-029.000 William M.Beebe Liber 7425 Page 178 TO Dated: 6/21/1973 LFarillo.an Marsazal. cocl'ed' 6':2�1973 Louis F.Parillo and Marisa Parillo Liber 12531 Page 711 TO Dated:9/7/2007 �Ma co . . ,axillo.;=as Triisfee=of the Paxil o R2c2,rded,;pl /,27/200 Family Trust of 2007 (Last Deed of Record) Dated:December 6,2021 NEW YORK TITLE ABSTRACT SERVICES,INC.. Theresa Quigley Sworn to before me this 61h day of December,2021 r otary Public Brynn N Sheridan NOM Pt1BM,State of Now rink No.n1SH6364190 6uaHed in Suffolk County Clfminisslon ExPiree September 5, NewYorkTiflexom 2510 Montauk Highway.Bridgehampton,New York 11932. 631.537.4400.Fax 631.204.6998 y NEW YORK TITLE Abstract Services,Inc. Insuring The Futures" PREMISES TO THE WEST: SCTM#1000-103.00-04.00-028.000 William M.Beebe and Flora B.Mason,as surviving Liber 5734 Page 138 Executor of and Trustee under the LWT of Dated:4/15/1965 William H.Mason,Edna V.McNulty,individually Recorded:4/23/1965 and as Executrix of the LWT of Harry E.Mason TO Christian Edwin Rasmussen (Last Deed of Record) Dated:December 6,2021 NEW YORK TITLE ABSTRACT SERVICES,INC. ` 14✓ Theresa Quigley Sworn to before me this 61h day of December,2021 Notary ublic Brynn N Sheridan NOTARY PUBLIC,State of New York nI No.01SH6364190 b V Qualified In Suffolk Cou* n C m won Expkes September 5.-V NewYorkTitlexom 2510 Montauk Highway.Bridgehampton,New York 11932. 631.537.4400.Fax 631.204.6998 Y' NEW YORK TITLE Abstract Services,Inc. Insuring The Futures" PREMISES TO THE SOUTH: SCTM#1000-103.00-04.00-030.000 William M.Beebe Liber 6871 Page 62 TO Dated: 1/15/1971 Wayne E.Zurl and Barbara A.Zurl Recorded: 1/16/1971 Wayne E.Zurl and Barbara A.Zurl Liber 9544 Page 399 TO Dated:4/11/1984 Royce W.Terrell and Donna T.Terrell Recorded:4/12/1984 Royce W.Terrell and Donna T.Terrell Liber 10120 Page 116 TO Dated:8/25/1986 Kevin Ryan Recorded:9/11/1986 Kevin Ryan a/k/a Kevin R.Ryan Liber 12079 Page 659 TO Dated:9/29/2000 Stephen P.Krauza and Lynne M.Krauza Recorded: 10/20/2000 Stephen P.Krauza and Lynne M.Krauza Liber 12729 Page 313 TO Dated:7/3/2012 Deutsche Bank National Trust Company Recorded:5/10/2013 Deutsche Bank National Trust Company Liber 12751 Page 428 TO Dated: 10/25/2013 William Riley Recorded: 11/6/2013 (Last Deed of Record) Dated:December 6,2021 NEW YORK TITLE ABSTRACT SERVICES,INC. Theresa Quigley Sworn to before me this 611,day of December,2021 Notai V Public Brynn N Sheridan NOTARY PUBLIC.State of New Yb& \ No.01SH6364190 J Qualified In Suffolk Cou Co mnission Flims September 5 Ne YorkTitlexom 2510 Montauk Highway.Bridgehampton,New York 11932.631.537.4400.Fax 631.204.6998 � by ;REScheck-Web Software Certificate"�^�� C- N/1 N[ ' ��h��x �__N��N� ��w�� Project 560 Fawn Lana ` Energy Code: 2018UECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 1,753ft2 Glazing Area 23% Climate Zone: 4 (5572 HDDY Permit Date: Pennitmu,nbdr Construction Site: Owner/Agent: Designer/Contractor: 550fawm-lane Iohn Zoumas )Robert Higgins, suudhold/mY construction RomtHiggins Architect 5Uhidden acres path Wading river,ny1z792 Compliance: 7.20%�'Befter Than Code Maximum UA: '405 Your UA: 376 Maximum SHGC: 0.40 You�SHGC: 0.30 The mBetter mWorse Than Code Index reflects how close tocompliance the house/sbased vncode trade-off rules. uDOES NOT nmmoeanestimate ofenergy use or-cost reiat/,e,toamm/mum-cvue'hnme. / Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly}nthe specified climate zone must meet the minimum energy code Insulation RI 'valueand delpdnreqifirements. Envelope Assemblies Gross Area Cavity Cont. Prom Req. Prop. Req. Perimeter Ceiling: Fiat Ceiling orScissor Truss 1'581 30.0 0.0 0.035 0.026 ss 41 Wall:Wood Frame, 15^ D.C. 2'8<24 21.0 0.0 0.057 o.O§O 135 143 Door:Solid Door(under 5oY6glazing) 79 0.250 0.328 ZO 25 Door 1: Glass Door(over so96glazing) 40 0.300 0.320 12 zs 3Hqc:o.3O Window:Wood Frame - 315 0.300 u]zu *s zoz sHsC: 0.30 plopcAII-Wood-lofstiTruss� 38u0� 0u0,1 01 053' Q.047` ss", �� REScheck Softwares V ersion RE`Scheck-Weh ` NI/ Inspection Checklist Energy Code: 2018 IECC .Requirements: 100.0% were addressed directly.in the REScheck software Text in the"comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and,how that is documented, or that an exception is being claimed. Where compliance is itemized-in�a,separate table,ar reference to that•tabie is provided: Set . . ;...::_ .,..:..,_ ,,.;,,::;.;• ,:...r:• .. - - PlansV.erified: `_:'Field;verified: ' .{`.:". ,• .' . # Pre-Inspection/Plan Review Complies_ comments/Assumptions value Value' ' ` Complies Requirement will be met.103.1, Construction drawings and I03'.2 documentation demonstrate i Does Not' [PR1]1 energy code compliance for the a:- _ _°_AONot Observable _ 'building envelope.Thermal = __ `1 'envelope:arepresented on 1]Nat Agptitable _ r construction documents. .. 103.1, Construction drawings and - '''': - "-` ""`' '"l' `- �Compties Requirement will be met, 103.2, -documentation demonstrate '= -°' DDoes Not 403.7 ;energy code compliance for Observable 'UP1131lighting and mechanical systems t Not Applicable ; ;Systems:serving:m>attiple _ dwelling.units must demonstrate i compliance with the IECC ': Commercial Provisions. g,e Heating and cooling equipment is; Heating: Heating: iLJComplies ;Requirement will be met. 403.7 :_;usized.perACCA.Manual S.based % .Btu/hr Btu/hr !C]Does.Not [PR2]2 .;;a on loads calculated per ACCA Cooling: Cooling: UNot Observable ,Manual J or other methods j Btu/hr Btu/hr tlNot Applicable z approved by the code official. Additional Comments/Assumptions: 1]High-Impact(Tier 1) ;2; Medium-Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: 560 Fawn Lane Report date: 01/27/22 Data filename: Page 2 of 9' - ns";: ... . .. ...: Coriiriients)Assuinptio. F.oundatilon lnspect►on. Complies & Re ID A..., protective covering is installed to : Complies Requirement will be met. [.F;O6l`�:j2 ,: .protect exposed exterior..insulation !ODoes,,Not and extends a minimum of 6 in.below ; Not Observable; ;';grade. ;[]Not Applicable 4030= ``' snow-and ice-melting system controlslElComplies ;Requirement will be met. ;+installed. QDoes•Not `ONdt Observable x °[]Not Applicable Additional Comments/Assumptions: 1 Ni h Impact(Ter 1)' 2.iNedium impact•{Ter 2) 3 Low Impact(Tier 3) Report date: 01/27/22 Project Title: 560 Fawn Lane Page 3 of 9 Data filename: �e s "Fietc7 Ela ,' A1(hS - = f WrIn ip will be met. dampers are Complies Requirement 403.6 -.;.Automatic or gravity ©Does Does Not "installed on all outdoor air R191V .'intakes and exhausts. rONot Observable Additional Comments/Assumptions: 1,1-High,Impact(Tier 1) Medium impact(Tier 2) -3, Low impact(Tier 3) Project Title: 560 Fawn Lane Report date; 01/27/22 'Page 5 of 9 Data filename: 'Sec. :1']File d-Me'eiffe'd H sulat1dit Insliect coil Inspection ..... V a ue.�-',, 1��, I n.4 V6406d' alue &_R:eaJDI 3 63 _`E]Complies R ent will be met. , All installed insulation is labeled .Requirement 13]__zor the,installed Rvalues Does Not Sprovlded. ,,;[]Not Observable Not Applicable 402.1.1, ;,Floor insulation R-value. R- R- Elcompfies See the Envelope Assemblies ..402.2.6 E] Wood n Wood E]Does Not table for values. [IN1]1 E] Steel E] Steel :E]Not Observable :01\16t:Applicable �,Elcomplles ;Requirement will be met. 303.2, Floor insulation installed per 402.2.8 manufacturer's instructions and DoesNot [IN2]1 ;in substantial-contact with the T] framing Observable underside of the subfloor, or floor,�`__,� _ 'aming cavity insulation is in k ; ]Not Applicable-, :.contact with the top side of :sheathing, or continuous insulation is installed on the underside of floor framing.and. extends from the bottom to the ;top of all perimeter floor framing ;members. --4." 402.1.1, Mall insulation R-value.If this is a R R- i flComolies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the F1 Wood ❑Wood X]Does Not :table for values. 402.2.6 :;wall insulation on the wall [IN3]1 :exterior,the exterior insulation Q Mass- Mass ;[]Not Observabl'eSteel' El Steel ;DNot Applicable !requirement applies(FR10). 303.2 Mall insulation is installed per Corn plies, ',Requirement will be met. .N !I[IN4]1 'manufacturer's instructions. DDoes ot ...... E]Not Observable E]Not Applicable Additional Comments/Assumptions: I High Impact(Tier 1) t(Tier 2) ty-,[Low Impact(Tier 3) Project Title: 560 Fawn Lane Report date: 01/27/22 Data filename: Page 6 of 9 Project Title: 56UFawn Lane Report date: 01/27/22 -Section:. Pilaris 4 Verifidi - Inspection Pi6vislo6s Value Value, bpJ1es? Conhents/. sumpt.ons KE -.)..Dcom plies Requirement will be met. `,,'All mechanical ventilation system ' A4 fans not part of tested,a nd..listed. ,Does Not HVAC equipment meet efficacy cy 1 Not Observable Table and air flow limits per Ta e jCINot Applicable R 4 0 3.6.1. !Hot water boilers supplying heat v- --,DComplies Not Requirement will be met. through one-or two-pipe heating - systems have outdoor,setback fE]Not observable control to lower boiler water L �-,E]Not Applicable _temperature based on outdoor emperature. 2 403.5.1:1 s Heated water circulation systems 6 .].Compiles ;Requirement will be met. 2 "have a circulation pump.The Does Not 11.A system return pipe Is a dedicated -,'�[]Not Observable U 1 return pipe or a cold water supply;, Not Applicable pipe. Gravity and thermos ;syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy.Controls automatici0y turn off the,pump - :when water is-in ciriculaboWloop i is at set-point temperature and no demand nd for hot water exists. Electric heat trace systems _jocomplies� t Requirement will be met. [F1291 2 comply with IEEE 515.1 or UL ---%',]Does Not ally Controls automatic Observable —adjust-the energy input to the ]Not Applicable °•-,heat tracing to maintain the desire w d ater temperature in the piping �iOComplies 'Requirement will be met. 403.5 2, Demand recirculation water s Not ,tPf,3'o.], systems have controls that oe manage operation of the pump UNot Observable 'and limit the temperature of the �;Y--,--"ONot Applicable water entering the cold water piping to<= 1049F. 7 408 5.4_'._'.-,Drain water heat recovery units Requirement will be met. . in accordance with CSA E]DoesNot 0355J.Potable water-side ]Not Observable pressure loss of drain water heat Applicable recovery units<3 psi.for individual units connected to one _,or two showers. Potable water- side pressure loss of drain water h recovery units<2 psi for 1- z-_ eat re -.individual units connected to three or more showers. 404.1 90%or more of permanent OComptles. !Requirement will.be met. . ; E] [F16 .; Does Not 'fixtures have high efficacy lamps.', G, Not Observable t,[]Not Applicable Requirement wilt be met. __ ;-:E3CompIies rz. 404.1.1 ;Fuel gas lighting systems have 11`12313 no continuous pilot light. ; Does Not .,,'©Not Observable [IN ot Applicable i 'S OComplies Requirement will be met. 4013%` ,-�-'1-;- Compliance certificate posted, "ODoes Not 'r"DNot Observable- -'j Not Applicable J I I High Impact(Tier 1) Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 560 Fawn Lane Report date: 01/27/22 Data filename: Page 8 of 9 Section. . hlan5'Veeifi6tl Flald':lfeti 'ed ` :`: " '> =;` ,T>_ 'r. # : Finat,lnspection ProVisioris Value. uComplies. Comments7Assmptions &Ite ;ID - Value 303.3 :Manufacturer manuals for = "T :r' ' !]Complies Requirement will,be met. (F.IV 'mechanical and water,heating ! x,. ' E ElDoes.A4ot r systems have been provided. g w phot Observable ='E7Not Applicable Additional Comments/Assumptions: -.1 High Impact(Tier 1) <;2: Medium Impact(Tier 2) 3.:Low Impact(Tier 3) Project Title: 560 Fawn Lane Report date: 01/27/22 Page .9 of 9 Data filename: MIS—I-ECC Energy Above-Grade Wall` Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Root 3e.00- Ductwork(unconditioned spaces): Glass & D. . • Window 0.30 0.30 Door 0.25 0.30 Heating, & . . Pleating System: Cooling System= Water Heater:. Name: Date: Comments OCCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE OF OCCUPANCY ff OLOW MMMM A 79§1 89 A%Y >b) 44PV M 1 �l•�it4�=; I� T%E L2. _; "9 RfCOMPLY WITH ALL CODES OF 1p( 1a aq.�a -,MEW YORE( STATE & TOWN CODES 4. AMCL= ' iM lam' -AS.REQUIRE .AND CONDITIONS OF 9 OW01E ffffl 6.0• - A-� wm LLL 111 SOUTHOLD TOWN ZBA NbW§&F1T §*F 'SOUTHOLD TOWN PLANNING BOARD N'OK 9AVLE• OF WORM&4 I SOUTNOLD TOWN TRUSTEES N.Y.S.DEC D0,NOT PROCEED WITH ' FRAMING,UNTIL SURVEY :'OF FOUNDATION LOCATION' . .. ,HAS!BEEN APPROVED...-; PLUMBER CERTIFICATION BEFORE ON LEAD CONT CERTIFICATE OF OCCUPANCY separation INWATER SOLDER USED T SUPPLY SYSTEM NNO required as per EXCEED 211 D OF 1% LEAD. Nyg Code RETAIN STORM WATER TR RUNOFF PLUMBING PURSUANT To CH ALL PLUMBING WASTE OF THE TOWN CODE. &WATER LINES NEE D TESTING BEFORE COVERING• All exterior lighting TRUSS PLACARDING REQUIRED installed,replaced or repaired shall conform Blower door to Chapter 172 and ductwork of the Town Code testing required. Must provide Manuals awmca�ON REQUIRED D, J and S as Per NYS Energy . ..ac GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES FOR PLUMING FIXTURES In combustible construction where there is usable space both above and below the concealed space MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE 1. All construction shall conform to the 2020 Residential Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does PLUMBING FIXTURE TRAP SIZE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately USE LIVE DEAD BASED ON TABLE 8602.3(1) NAILING SCHEDULE Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM LOAD LOAD 2020 Energy Conservation Construction Code of New York State,the 1. Ceiling is suspended under floor framing. inches Uninhabitable attics without storage 10 NUMBER AND TYP 2020 Building Code of New York State; Plumbing code; Fire code; Mechanical code; 2. Floor framing is constructed of truss-type open-web or perforated members. DESCRIPTION OF FASTENER LOCATION SPACING AND Bathtub (with or without shower head Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. ALL CODES shall supercede the drawings and shall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 ITEM ROOF FRAMING drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation Bidet 1-14 Habitable attics&attics served with fixed stair 30 10 OX Additions,Alterations&Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON2")OR EACH RAFTER,TOE NAIL Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR 3-8d COMMON EACH JOIST,TOTE NAIL 2. Written Dimensions take precedence over scaled dimensions Floor drain 2 17. Metal flashing shall be installed were concrete abuts wood, Guards and Handrails 200 CEILING JOISTS NOTATTACHED TO PARALLEL 4-10d BOX (3°)OR Kitchen sink (one or two traps with or 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON(3-1/2") FACE NAIL 3. The contractor prior to the start of construction shall verify all and were decks abut house framing. ' Guard in-fill components 50 CEILING JOISTS ATTACHED TO PARALLEL dimensions, existing or new and be responsible for field fit. without dishwasher and food waste disposer) 1-1/2 4 RAFTER HEEL JOINT SEE TABLE R802.5.2 FACE NAIL Q 18. Install joist hangers at all flush structural load bearing conditions. _ passenger vehicle garages 50 COLLAR TIES 4-1Od BOX 3" OR 1 g 9 Laundry tub (one or more compartments) 5 ( ) 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, - OR 1-1/4"x 20 a RIDGE STRAP 3-10d COMMON 3" FACE NAIL TO EACH RAFTER shall be installed in accordance under latest State approved Building Codes. 19, All habitable rooms shall be provided with aggregate glazing area of not less 8 percent of the Lavatory Rooms other than sleeping rooms 40 10 Shower (based on the total flow rate through 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 TOE NAILS ON ONE SIDE AND O All systems are to be designed, installed, &specified by the general contractors; HVAC, floor area of that room,and the minimum openable area to the outdoors shall be 4 percent of Sleeping rooms 30 10 4-10d BOX 1 TOE NAILS ON'OPPOSITE SIDE electrical or plumbing sub-contractors. the floor area being ventilated. Refer to Residential Code section R303 showerheads and bodysprays) OF EACH RAFTER OR TRUSS Electrical certificates are to be provided the electrical contractor. 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Stairs 40 20 OR 7 ROOF RAFTERS To RIDGE,VALLEY OR HIP 4-16d 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 5.7 gpm and less 1-112 Roof 20 20 3-10d COMMON TOE NAIL of 2000 pounds per square Foot. All Footings shall be 36"below grade Minimum. It shall 21. Vent dryers to exterior as per Section M1502 More than 5.7 gpm up to 12.3 gpm 2 3-16d BOX 2-16d COMMON END NAIL � .. be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 12.3 m to 25.8 3 ALLOWABLE DEFELECTION OF ALLOWABLE Q disturbed by construction. Bathrooms/mechanical ventilation as per Section Ml 507 gpm Up gpm WALL FRAMING STRUCTURAL MEMBERS DEFLECTION More than 25.8 gpm up to 55.6 gpm 4 16d COMMON O J TABLE R401.4.1 subscript b:Where the building official determines that in-place soils 22. Smoke Alarms: Shall be listed in accordance with UL 217, installed as per the Section 314 Rafters having slopes greater than 3/12 with 8 STUD TO STUD(NOT AT BRACED WALL PANELS) (3.5"x 0.162") 24"O.C.FACE NAIL �/'� with an allowable bearing capacity of less than 1,500 psf are likely to be present at the site, and NFPA 72 .Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 STUD TO STUD AND ABUTTING STUDS AT 16d BOX �"/) O 9 16"O.C. FACE NAIL the allowable bearing capacity shall be determined by a soils investigation. area in the immediate vicinity of the bedroom and on each story of the dwelling, including INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-112"x 0.162") basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 10 BUILT-UP HEADER 16d COMMON 6. Cast-in-place concrete shall be air entrained; 5% < 7%total air content b volume and have 16"O.C. FACE NAIL ALONG EDGES p y bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source. Floors (3-1/2"x o.1sz") ., L/360 5-8d BOX 2 1 TL an ultimate compressive strength at 28 days of 3000 psi. Except exposed slabs, WHENEVER an alteration, addition,or conversion is made to an Existing Residence, TABLE 8302.6 11 CONTINUOUS HEADER TO STUD { - /2"x0.113") TOE NAIL garage slabs and steps shall be 3500 psi. All work shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, DWELLING- GARAGE SEPARATION All other structural memebers L/240 OR 4-8d COMMON LU All Concrete shall conform to the latest ACI standards. hardwired and interconnected. SEPARATION MATERIALExterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-112"x 0.162) 16"O.C.FACE NAIL Z ` R404.1.3.2; Reinforcement for Foundation Walls: Steel reinforcement shall comply with 23. Carbon Monoxide Alarms: Shall be provided in accordance with Section 915 8-16d COMMON(3-112") FACE NAIL ON EACH SIDE OF END O � O the requirements of ASTM A 615,A 706 or A 996. of the 2020 fire code of NY. Shall be Installed outside of each separate sleeping area FROM THE RESIDENCE AND ATTICS NOT LESS THAN 1/2"-INCH GYPSUM OR Exterior walls-wind loads/brittle finishes L/240 13 DOUBLE TOP PLATE SPLICE OR 12-16d Box(3-1/2'") JOIST(MIN 24"LAP SPLICE LENGTH Minimum yield strength of reinforcing steel shall be: 40,0000 psi (grade 40), EQUIVALENT TO THE GARAGE SIDE EACH SIDE OF END JOINT) 1 /1 in the immediate vicinity of the bedrooms. combination carbon monoxide Exterior walls-wind loads/flexible finishes L/140 J required reinforcement shall be in accordance with Table R404.1.2(1)thru and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS THAN 5/8"-INCH TYPE X GYPSUM 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16"O.C. FACE NAIL = OR BLOCKING(NOT AT BRACED WALL) 16 BOX(3-1/2") 12"O.C. FACE NAIL 8404.1.2(9). BOARD L span length, H=span height All CO alarms shall be connected to the lighting circuit with no intervening wall STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES 15 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 3-16d BOX 3 EACH 16"O.C.(FACE NAIL Location of Reinforcement:The center of vertical reinforcement in basement walls shall be switch with battery backup. Battery-powered alarms are not allowed. USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS THAN 112"-INCH GYPSUM BOARD OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 EACH 16"O.C.FACE NAIL a located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). TABLE R802.5.2 - 0 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS THAN 1/2"INCH GYPSUM BOARD 3-16d BOX n Vertical reinforcement in basement walls shall be located g RAFTER/CEILING JOIST HEEL CONNECTION 16 TOP OR BOTTOM PLATE TO STUD END NAIL `L GARAGE LOCATED LESS THAN 3 FEET FROM A 2-16d COMMON to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. DWELLING UNIT ON THE SAME LOT APPLIED TO THE INTERIOR SIDE OF End conditions for braced wall lines for the continuous sheathingshall conform EXTERIOR WALLS THAT ARE WITHIN THIS AREA RAFTER RAFTER GROUND SNOW:20 PSF 3-10d BOX 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS FACE NAIL R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections SLOPE SPACING 2-16d COMMON - ( ) p Y g g ( ) ( ) ROOF SPAN W Based on Table R404.1.2(l) Includes basement entrances and window wells shall comply with nailing schedule and Figures 8602.10.8 1 &8603.10.8 2 OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION 8302.5 ATTACHMENT OF GYPSUM BOARD 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX Less than 8 foot Wall Height: One#4 bar within 12 inches of the top of SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. 2-8d COMMON FACE NAIL O wall and One#4 bar near mid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS FLOOR FRAMING 12 FT 20 FT 28 FT 36 FT O Greater than 8 foot Wall Height: One#4 bar within 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 (` wall and One#4 bar near the third points in the wall story. roof assembly to the foundation. (-" NUMBER OF 16D COMMON NAILS 7. Base design value for visual) graded dimensional lumber: Joists,studs Rafters and All 21 JOIST TO SILL, TOP PLATE ORGIRDER-PER JOIST 4-8d BOX PER JOIST-TOE NAIL g y g 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of 3: 12 i s"O.C. 5 8 10 13 3-8d COMMON Framing lumber shall be DOUG-Fir Larch#2 or better, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 22 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON s"O.C.TOE NAIL Min. Fb for dimensional lumber= 850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris protection 4: 12 16' O.C. 4 6 8 10 PLATE(ROOF APPLICATIONS ALSO) 10d BOX Wood exposed to the weather shall be Pressure Treated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structural panels 5: 12 16"O.C. 3 5 6 8 23 BLOCKING TO JOIST 2-10d BOX EACH END tn o Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails,minimum 12 gage shank with a minimum- 2-8d COMMON E.0 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing 7: 12 16"O.C. 3 4 5 6 00 m•E N 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: Fastener Panel Span Panel Span Panel Span 4-16d BOX m t ° ° q 9 g: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON TOE NAIL N m m o a L a. All Fasteners shall be Hot Dipped Galvanized -ASTM A 153 class D Type Less than or less than or less than or �._ E PP but not less than 4 per strip. 9: 12 16"O.C. 3 4 4 5 0 2 a °o or stainless steel. equal to 4 feet equal to 6 feet equal to 8 feet 3-16d COMMON o `� Cc � °w b. Use Copper flashing Only against ACQ LLmber Sill Plates5 2" PLANKS(PLANK&BEAM FLDOR&ROOF) AT EACH BEARINIG,FACE NAIL -0 c c Z m 0 U 2 2 m PP Y 9 27, Flame Spread Index:8302.9 12: 12 1s"O.C.o.c. 3 3 4 4 4-10d BOX - ° CD a o L Z. c.) All Structural connectors i.e. Simpson strong-Tie or USP, etc wall and ceiling finishes shall have a flame spread index<_200 No 8 Wood screw iu o._ C- W 5 w ° 16 inches 10 inches 8 inches 26 BAND OR RIM JOIST TO JOIST 4-1 Od BOX PER JOIST �'o o n 0 w m,°° shall be Hot-Dipped Galvanized or Stainless Steel. Insulation material,vapor retarders within roof, floor,wall, ceiling assemblies based anchor with THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 3-16d COMMON a- ° u w Y 0 Y &attics shall have a flame spread index:5 25 on center on center on center P 2 inch embedment BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS m N P =o 'm a 0 n ` C ° c 10d BOX 24"O.C.FACE NAIL TO TOP&BOTTOM m-c� g 3 c c-E 2r,°3 0 3 9. All Engineered Wood Products such as Trus Joists, Micro-Lam, etc shall be len ht LOCATED HIGHER IN THE ATTIC THE HEEL JOINT 27 BUILT-UP GIRDERS AND BEAM :2- cc w w o 0 ° g STAGGERED ON OPPOSITE SIDES " 0 0 o L l- m n s installed in accordance with the manufacturers latest installation details, Smoke-developed Index: R302.10 CONNECTION SHALL BE INCREASED AS FOLLOWS: g a a� = a 2 In:E- 4 N o, Framing connectors,Allowable Hole diagrams, specifications, etc. wall and ceiling finishes having a smoke-developed index s 450 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS 4-16d BOX EACH JOIST OR RAFTER,FACE NAIL �_'r c m N o a :t! ` No 10 Wood screw � o �- o � "Micro-Lam"Design Stress: E= 1.9, Fb =2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies H c/ H r HEEL JOINT AJDUSTMENT FACTOR 3-16d COMMON a-- n� c G ° o C U o < based anchor with 16 inches 12 inches 9 inches 0 _ ° 0 w ° E r- "Parallam PSL" Design Stress: E=2.0, Fb=2,900 psi, Fv=290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 :? o S w ° -- N 2-10d BOX(3") OR o m c L- E 2 ° c a 2 inch embedment on center on center on center BRIDGING OR BLOCKING TO J'1IST EACH END, TOE NAIL L m 0 "Anthony Power Beams Design Stress; E=2.1, Fb=3000 psi, Fv= 300 psi 1 / 3 1.5 2-8d COMMON(2-1/2P') 28. SWIMMING POOLS. Shall conform to Section R326 lenght - N b z ° � 10. R310.2 EMERGENCY ESCAPE AND RESCUE: Required in BASEMENTS, 1 / 4 1.33 WOD STRUCTURAL PANELS,SUBFLOOR, _ =-o r o o00 each sleeping rooms in basement, habitable attics, and every sleeping room 29. SOLAR READY DWELLINGS: Shall conform to Section R324, including but not limited to: 1 / 5 1.25 ROOF; ND INTERIOR WALL SHEATHING TO FRAMING AND U �° a• � m E a•S o a shall have at least ONE operable emergency escape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, 1 / 6 1.20 PA:'2TICLE BOARD WALL SHEATHING TO FRAMING Sill height of not more than 44 inches above finished floor. round access areas. panels shall not be located less than 18"from a valley a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height, g P Y SPACING OF FASTENERS A. Minimum net clear opening of 5.7 square feet. b.Fasteners shall be installed at opposing ends of the wood structural panel. DESCRIPTION OF NUMBER AND TYP z BUILIDNG ELEMENTS OF FASTENER INTERMEDIATE ROOF SHEATHING O Except grade floor openings shall have a minimum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of Fasteners shall be located a minimum of 1 inch from the edge of the panel. PANEL EDGES � opening of 5 square feet. this section shall be posted near the electrical panel or water heater by the builder. TABLE 802.11 SUPPORTS GABLE END WALL FRAMING W � _ B. Minimum net clear opening height shall be 24 Inches. c.Anchors shall penetrate through the exterior wall covering with an eT�bedment length of RAFTER UPLIFT CONNECTION FROM WIND „- sd COMMON(ROBFLOOR,WALL) U) not less than 2 inches into the building frame. Fasteners shall be located not less than 3Q 318 1/2 8d COMMON(ROOF) 6" SEE NOTE A 6" 0 V � C. Minimum net clear opening width shall be 20 . The main electrical panel shall have reserved space for a dual pole circuit breaker w O 11.J D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric". 2-1/2 inches from the edge of concret block or concrete, RAFTER ROOF EXPOSURE C __1 U) SPACING SPAN from the inside of the room without use of keys or tools. 31 19/32"- 1" 8d COMMON 6" SEE NOTE A 6" Z Z -_u c) d.Where screws are attached to masonry ormasonry/stucco,they shall be attached FEET � WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS:Exterior wood decks Shall conform to Section R507 using vibration-resistant anchors having a minimum ultimate withdrawal capacity of 1,500 pounds. (FEET) ULTIMATE WIND SPEED - J z c( 1-1/8 1-1/4 10d COMMON NAILS an emergency escape opening shall be provided for EACH sleeping room. 130 140 32 6" 12" UJ Q O W N Emergancy escape and rescue opening shall open directly to the outside 31. NEW Construction/Additions&Alterations: Exterior glazing in buildings located in Wood-Borne debris regions shall ROOF PITCH ROOF PITCH = � U E It shall be the responsibility of the General contractor or his subcontractors to submit be protected from wind borne debris. FIB STRUCTURAL CELLULOSIC 1-1/2"GALV.ROOFING NAIL 3" 6" W 0 +=+ N EXCEPTION: Grade floor or BELOW grade floor openings shall have in detail the design,calculations, drawings,written statements of the mechanical, opening p g <5:12 Z 5:12 <5:12 Z 5:12 FIBERBOARD SHEATHING V z I- Glazed o enin protection shall meet the Large Missle test ASTM E 1996 33 p g q g g Y ( g upgraded) and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 LL 0 Q. a net clear opening of not less than 5 square feet. air conditioning, heating systems new,existing or u raded g g opening p 214 201 263 247 34 5l8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL 7�' 7., W � stamped by a professional engineer if required by the Owner or Building Dept. Garage door lazed o enin protection for wind borne debris shall meet 16"O.C. 12 FIBERBOARD SHEATHING (n 11. STAIR HANDRAIL: 8311.7.8 Provide Handrail on at least one side of each ANSI/DASMA 115. Areas within hurricane prone regions: (1). within 1 mile of the coastal high water line were the ultimate design 16"O.C. 18 277 259 342 322 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" n continuous run of treads or flight with FOUR OR MORE RISERS. wind speed is 130 miles per hour or greater. ' 35 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL 7" Tl Handrail Height measured above stair tread nosing, shall not be less than (2). In areas where the ultimate wind design speed is 140 MPH or greater. 16"O.C. 24 340 318 422 396 34 inches and not more than 38inches. All Handrails shall be continuous EXTERIOR WALL WOOD STRUCTURAL PANELS the full length of the stair from a point directly above the top riser of a flight I..- 6" DIAMETER -►I A. EXCEPTION: 16"O.C. 28 348 358 476 446 TO RESIST WIND PRESSURES TABLE R602.3 (3) to a point directly above the lowest riser of the flight. Handrails adjacent to Wood Structural panels with a minimum of thickness of 7/16 inch and a maximum span a wall shall have a space of not be less than 1-1/2 inches between the wall of 8 feet shall be permitted for opening protection.Panels shall be precut&predrilled to 16"O.C. 32 427 398 529 496 and the handrail, see code for exceptions. Refer to Code for grip size specifications. -` cover the glazed openings with attachment hardware provided in the table below. MINIMUM NAIL MIN WOOD MIN.WOOD WALL NAIL SPACING Label all panels and store in a clean dry area of the house. 16"O.C. 36 469 438 538 547 STRUCTURAL PANEL STUD / CONSTRUCTION TYPE NAIL SIZE PENETRATION STRUCTURAL CV "1", 'T", "III" "IV", OR"V" Attachments shall be provided in accordance with the table as follows: THICKNESS SPACING EDGES FIELD N D 12. GUARDS: 8312 Porches, balconies or raised floor surfaces located more than 30" ,� ,° � is"O.C. 42 535 499 664 622 PANEL SPAN RATING g g g p g _ REFLECTIVE RED 16"O.C. 48 599 559 745 697 6d(2OM)MOON3,AIL N above the floor or rade below shall have a railing not less than 36 inches in height. Railings shall have To rails and Balusters and Bottom rails that are 1.50 INCH 24/0 7/16 OR 1/2' 16 O.C. 6"' 12" � Z NO MORE THAN 4 INCHES APART. EXCEPT: the triangular openings formed PANTONE#187 by the riser, tread and bottom rail of the guard rail at the open side of a stairway 8d COMMON NAILW are permitted to be of such a size that a 6 inch sphere cannot pass through. -, (2.5"X 0131^) 1.75 INCH 24/16 7/16"OR 1/2" 16" O.C. 611' 12" pi tLi Q Open sides of stairs with a total rise of more than 30 inches above the floor or DESIGN CRITERIA TABLE 507.9.1.3(1) Q W grade below shall have guards not less than 34 inches in height measured ' DECK LEDGER TO BAND JOIST CONNECTION INTERIOR GYPSUM WALL BOARD TABLE R702.3.5 z (n J REFLECTIVE Winds speed: 146 << vertically from the nosing of the treads. � � JOIST SPAN '� > C¢.) WHITE FIELD p W 13. WINDOW FALL PROTECTION: Were the to of the sill of an operable window -- NO of Stories: 2 CONNECTION GYPSUM BOARD GYPSUM BOARD FRAMING SPACING OF FASTENERS Cn p p 4� DETAIL <6' 6'1"TO 8' 8'1"TO 10' 10'1"TO 12' THICKNESS APPLICATIW ORIENTATION TO MEMBERS SIZE OF NAILS opening is located LESS than 24 inches above the finished floor and GREATER 7/16" min. structural plywood Mean Roof Ht: 30 ft FRAMING SPACING NAILS SCREWS TO WOOD FRAMING than 72 inches above the finished grade or other surface below on the exterior DESIGNATION FOR STRUCTURAL W>. Roof itch: per plan 1/2"DIA.LAG SCREW 30" 23" 18" 15" -� �-- Panel Attached to p p p CEILING EITHER DIRECTION 16"O.C. " of the building,the window must be provided with a window opening control device ' &1/2"MAX. SHEATHING 1/2�� 7 12 5d COOLER NAILS that compiles with 8312.2.2 Window Opening Control Devices. URAL Frame in accordance Bldg Length per plan WALL EITHER DIRECTION 1s"O.C. 8" 16" COMPONENTS THAT ARE OF 1/2 1/2"DIA.THRU BOLT TRUSS TYPE CONSTRUCTION with Table R301.2.1.2 Bldg Width Per plan 36" 36" 34" 29" CEILING EITHER DIRECTION 16"O.C. 7" 12" 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblocking shall be installed in STROKE &1/2' MAX. SHEATHING 5/8 6d COOLER NAILS ' bid aspect ratio: 3:1 WALL EITHER DIRECTION 16"O.C. 7" 12" accordance with R302.11 thru R302.11.2 and Draftstopping shall be "F" FLOOR FRAMING INCLUDING of the residential code g p GIRDERS AND BEAMS of New York State Nailing Sched: Table R602.3(1) 2'1"TO 14' 14'1"TO 16' 16'1"TO 18' TYPE"X" AT 1-7/8"LONG 6d COATED NAILS OR installed per R302.12 thru R302.12,1 „ GARAGE CEILING 16"O.C. 6" 6" EQUIVALANT DRYWALL SCREWS. "R" ROOF FRAMING 1/2"DIA. LAG SCREW 518 BENEATH PERPENDICULAR SCREWS SHALL COMPLY WITH " ill, 10" HABITABLE ROOAS IRC;SECTION R702.3.5.1 Fireblocking materials 8302.11.1 shall be as fellows: &1/2"MAX. SHEATHING 13 (TI 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING MSI 2. 1/2"gypsum board 1/2"DIA.THRU BOLT Where the ultimate design wind speed is 110 mph or less,nails for attaching wood structural panel roof sheathing to gable end wall)framing shall be spaced 6"o.c. UNDER SECTION 602 OF THE BCNYS WINDOW UNIT &1/2"MAX.SHEATHING with thea 10 foot horizontal fireblocking in walls constructed using parallel 24" 21" 19" 3. Batts blankets of mineral or las shall be permitted for compliance Where the ultimate design wind speed is geater than 130 mph,nails for attaching panel roof sheathing to intermediate supports shall be spaced 6"o.c.for ockin rows of studs or sta eyed studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 LEDGERS SHALL BE FLASHED minimum 48-inch distance from ridges,emts and gable end walls;and 4"o.c,to gable end wall framing, +- 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD LAG SCREWS SHALL BE STAGGERED PER 8507.2.1(1) i a n I� -y I UL 263,for the specific applications I ! .� U Applicant shall provide engineered wood placard L �( C 1 I `" p iU, U on or adjacent to electrical meter box for field inspection. f F F P 0 90?2 U _ TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES PLYWOOD STORM PANEL L L Z OF FOUNDATION MATERIALS Residential structures with Truss type construction, Pre-Engineered Wood Construction And/or Timber Construction SHUTTER DETAIL T(I k;,,' r 01i-SOUTHOLD ^ � � > en V CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration Refer to General Notes for Panel U M Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 M 72 4 co Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. Sandy gravel and/or gravel (GW and GP) 3,000 psf of the structure for field inspection RED A��; Sand,silty sand, clayey sand, silty gravel and clayey gravel �5� @�( J H/G� �,/ O M c3 (SW, SP, SM, SC, GM and GC) 2,000 psf r,L �- P4 Clay, sandy clay, silty clay, clayey silt, silt and sandy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE 8301.2(1) (CL, ML, MH and CH) 1,500 psf q * U a.When soil tests are required by Section R401.4, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall be part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN GROUND SPECIAL SEISMIC FROST SNOW SPEED TOPOGRAPHIC WIND BORNE DESIGN WEATHERING DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL ,,Ar 0 p fit' b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf (MPH) EFFECTS DEBRIS LINE TERMITE TEMP REQUIRED HAZARD INDEX TEMP `� �" �O 9 tY REGION CATAGORY w are likely to be present at the site, the allowable bearing capacity shall be LOAD ZONE DEPTH determined by a soils investigation. 20 LBS 140 NO _]\ .._]\NONOM B SEVERE I i 1 3._0.. MODERATE 11 YES NO 1500 or less 52.1 TO HEAVY 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. 0.[NY]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. 8 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. BUILDING DEPARTMENT STAMPS Outside Elevation Extent of header(two braced wall segments) Extent of header(one braced wall segment) �• TABLE 602.10.5 FOR MINIMUM LENGTH OF BRACE WALL PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASED ON WIND SPEED _s Side Elevation a. _ ° ° fasten king stud to header with CONTINUOUS RIM FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING Min.3"x 11-1/4"net header Header ° ° ° ° ° / 6-16d sinker nails Lr• METHOD WSP: EXTERIOR SHEATHING OR END JOIST CONTINUOUS ALONG LENGTH CONTINUOUS RIM ADDITIONAL FRAMING ° ° ° ° ° shall occur at top of wall ° • = - = �•; -' - - -�• PER TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG ,I I•I I•I I, ON EDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° fasten top plate to headerwith I•I PER TABLE R602.3(1)OR R602.3(2} Header shall be Top plate p o tinuity is R602.3 2 two rows of 16d sinker nails @ 3"o.c. •I I•I I• king std with re wired er Braced wall line VARIES BY FASTENERS I I ! 1 2-16d NAILS EACH SIDE 6-16d sinker nails •I I 1 1, continuously sheated Minimum 40001b header-to-jack-stud ,I 1.1 1.1 METHOD CS-WSP: s `� Fasten sheathing to header with 8d common nails in 3 in. rid with 1/2"wood 1 Q rn x 9 g strap on both side of opening •I I'I structural panels A5 PER TABLE R602.3(3) z o L pattern as shown and 3 in.o.c.in all framing(studs and sills) opposite side of sheathing EXTERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG TOE NAIL 3-Sd NAILS - m �° •I I I 8d @ 6"O.C.ALONG _ Minimum 40001b header-to-jack-stud strap WITH 8d COMMON NAILS BRACED WALL PANEL Sd @ 6"O.C.ALONG AT EACH BLOKING MEMEBER E, I p BRACED WALL PANEL 8d @ 6"O.C.ALONG o I° on both side of opening opposite side of .I (0.131 X 2.5"LONG) BRACED WALL PANEL BRACED WALL PANEL �, in 1 p g pp Panel splice edges shall occur over O .I AT 6"O.C.ON EDGE AND 12" O.C. 1° sheathing and be nailed to common blocking I• IN FIELD BRACED WALL PANEL BRACED WALL PANEL x •0 Min.Double 2x4 framing covered with minimum within the middle 24"of the portal- BRACED WALL PANEL BRACED WALL PANEL BRACED WALL PANEL _ ° °i, 1/2"thick wood structural panel sheathing leg height. One row of 3"o.c.nailing BRACED WALL PANEL INTERIOR FINISH: m I° with 8d common nails @ 3"o.c.in all framing o is required in each panel edge. i _ I•I 1• SHALL BE MIN. 112"GYP.BD FASTENED 3-16d @ 16 OC ALONG 3-16d @ 16"OC ALONG i° (studs,blocking,and sills)typical o if needed WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d 16"OC EACH I° ° @ ° I 2'to 18'(finished width) I. WITH TABLE R702.3.5 OR BRACED WALL PANEL BRACED WALL PANEL 3 AC W L ALONG BLOCKING MEMEBER Min Double 2x4 or Q W I'I I•I ° BRACED WALL PANEL j, Min.length 16" 2x6 King&Jack stud 1/2"renin.thickness wood structural I' TABLE R602.3(1)FOR EXTERIOR WALL ° I per Table R602.10.5 panel sheathing _ _ _ J. SHEATHING O 'H' CONTINUOUS RIM OR ! Min double 2 x post J -0: CONTINUOUS RIM OR ° '�• I'I •n END JOIST ° !° No.of jack studs per oI _ VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST ° Min.(2)2x4 typ, Table R602.7(1&2) U♦] �j •I I•I OVER AND BE FASTENED TO COMMON STUDS. ° I° 0 2-16d NAILS EACH SIDE !° Min. (2)112"Diameter anchors with lex 2e x 3/1section late washer .. •I I,I I I HORIZONTAL PANEL JOINTS IN BRACED j p WALLS PANELS SHALL OCCUR OVER pate washer •1 INTERIOR` I•I I, AND BE FASTENED TO 1-112"THICK FULL HEIGHT BLOCKING FULL HEIGHT BLOCKING I I'I I'I COMMON BLOCKING ADDITIONAL FRAMING SPACING CONTINUOUS ALONG LENGTH 16"O.C.ALONG I• MEMBER DIRECTLY BELOW I I I I I OF BRACED WALL PANEL BRACED WALL PANEL @ .I I•I 1•I 1. 2 x4 or 2 x 6 STUD WALL BRACED WALL PANEL O •I I•I I'1 I. 2 X BOTTOM PLATE METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 O ,I I•I I•I I, � 1./� •I I•I I•I I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to J BRACED WALL PANEL CONNECTION WHEN Band or Rim joist with nail sole plat Attach Sheathing nail sole plate Z LLO BRACED WALL PANEL CONNECTION WHEN 8D common nials to joist per Band or Rim joistwi to joist per O •' . . - - L' - - _ - ' PARALLEL TO FLOOR/CEILING PERPENDICULAR TO FLOOR/CEILING at 3"o.c.Top an Sub-Floor nailing sched. L 8D common nials nailing sched. FRAMING Bottom °a o° at 3"o.c.Top and a o Rim Joist n FRAMING ° Rim Joist Bottom ° ° ° ° /per Plans �•a� FASTENING REQUIREMENTS FOR < Z ° ° ° ° ° ° /-Anchor Bolts and Q BRACED WALL PANEL AS PER Holdowns per plans UJ 1 TABLE R602.3.(3) 2 3 METHOD CS-PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION - FIGURE R602.10.6.4 Q 0 CEILING OR �+1► J FLOOR JOIST DIRECTION Simpson I 1-1/4" galv. x 20 gage H2A Stud To Rafter ENDWALL—► ENDWALLcoil strap with (5) 8d common Connector � Were the distance is SIMPSON H2A nails in each end at each rafter. I II between 9-1/4 to 15-1/4 at each Rafter. With FLOOR AND CEILING JOISTS Typical Metal provide blocking @ ++ E'c) DIMENSIONAL LUMBER OR ENGINEERED WINDOW HDR (5) 8d x 1-1/2 nails in Rafter 4 Ft Perimeter o o `° A (JOIST S-SEE PLANS strapping braced wall panels ++ ++ PROVIDE@STRUCTURAL RIDGESmw o E m at Openings N (2) 8d x 1-1/2 nails in plate 4 o.c. Zone Panel Field °'= o a° r (5) 8d x 1-1/2" nails in Stud Nail spacing Nailing-See Nailing Each Rafter on Each side o °T Horizontally attached o- _ t o plywood sheathing Schedule Dwg-1 of Ridge to have a Simpson a z a BLOCKING shall have Solid Blocking �' 0 N rn °L S 5 c o TYPICAL Y @all Plywood Joints W o o'F o `o r `o LSSR skewable hanger. _ 1 o AT 48"oc SIMPSON H2A �' '� °�' `� `� `�a M Y d U Y N� y �Y f0 _ � to � >� 7 d�.: O 2-BAYS IN �+ m N = o m - ? o c 3 Solid blocking between at each Rafter. With 1-1/4 X 20 Ga a Metal Coil w .s 3 L �3 0 LBLOCKING @ 48 INCHES ON CENTER g c 0 m rafters attached to top (5) 8d x 1-1/2",nails in Rafter Strap with (5)-8d common nails ;; 8 a _° a =m plate with 8d nails @ 6 D.C. (2) 8d x 1-1/2 nails in plate cn — °'A-- SECTION r SECTION A-A ++ in each end. catch jack studs ° M _ _ n-= o E along length of braced wall (5) 8d x 1-1/2 nails in Stud Look Out Blocks ''® L a= N o o 3 t o Comer Holdowns and window or door Header. Less than ° ��,• U `o U ° p panel. Gable End Wall °° ` ` ` Refer to tans _ Typical each side and ALL ��, ._ _ y _ for locations u '' `u N m 2 m °° o co END WALL BLOCKING DETAIL if required or Equal �9 z = Q �, _ _ a3 FOR FLOOR AND CEILING BRACING windows and doors. to 12" ' • °' ` iz E `° °' `° U o L L O ='o L = O BLOCKING BETWEEN RAFTERS BRACED WALL PANELS U 0 � RIM JOIST ~ " �"� � l- � Ea•=_° n NTS 602.10.8.2 (1) NTS RAFTER-TO-STUD CONNECTOR & FOR 3 SECOND WIND GUST SPEEDS GREATER THAN 130 MPH Sill Strapping See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDED AT PANEL this page. NTS RAFTER TO RIDGE STRAP R802.3 EDGES PERPENDICULAR TO FLOOR FRAMING MEMBERS TYPICAL ELEVATION NTS r^ IN THE FIRST TWO BAYS OF FRAMING AND SHALL BE SPACED AT IN LIEU OF RIDGE STRAPS v J AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. 7 PER NAILING SCHEDULE.` NOTE; 8d COMMON NAILS ARE LOCATED IN THE UPPER THIRD z �_ (� 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED TO BRACE N.T.S. V 7 2-1/2" LONG 8 9 OF THE ATTIC SPACE AND ATTACHED ^^ THE GABLE END WALL.DIAPHRAGM BLOCKING IS NOT REQUIRED. TO THE RAFTERS WITH 4-8D NAILS EACH EACH END n a CONTINUOUS FLASHINGW EXTENDED 2X P.T.LEDGER; MUST BE ONE SIZE J PAST JOIST HANGER GREATER THAN DECK JOIST AND TREATED WOOD O its NO GREATER THAN THE DEPTH OF THE RIM JOIST DECKING SECURE TO SIMPSON BSC �/� ALL THRESHOLD CAREFULLY ATTACH TO BAND JOIST WITH 1/2"DIA.HOT-DIPPED TOP OF RIM JOIST WITH Z Cn GALV LAG SCREWS PER TABLE R507,2 AND COMPOSITE RAILING FLASHED&CAULKED TO 10D THREADED NAILS OR I I SYSTEM.VINYL RAILING PREVENT WATER INTRUSION PLACEMENT OF LAG SCREWS PER FIGURE R507.1(1) #10 X 3"WOOD SCREWS l I TOP AND BOTTOM RAIL see Schedule on DWG-1 AT 6"OCC. OUTER THIRD CUT tip of lag screw shall fully extend beyond 1 1 AND COLUMN COVER AND POST TO HEADER CONNECTOR OF SPAN ONLY the inside face of the band'oist. COMPOSITE DECKING COLUMN CAP.MEET RCNYS LENGTH EXTERIOR OR ATTACHED PER 1 1 FOR CODE SIMPSON ABU POST " BEARING WALL GALV. DECK HANGER MANUF.SPECIFICATION 4TREATED POST 0 CONCRETE BRACKET 12 Min " OR SIMPSON LUS26 @ 2X6 I�I 6"TREATED POST o. SIDE COVER 2"MINIMUM SIMPSON LUS28 @ 2X8 X 4 TREATED POSTS LAG BOLTED TO JOIST 2-1/2"GALVINIZED CARRIAGE BOLTS NOTCH GREATER SIMPSON LUS28 @ 2X10 1/4 JOIST 0 THAN 50% 11 AS PER MANUFACTURES R SIMPSON SO STRUCTURAL DEPTH, MAX. CLEAR N o (PERCENT)OF _ _ LEDGER WITH FASTENERS IN ACCORDANCE SPECIFICATIONS. CONNECTOR SCREW MIN 1/6 JOIST O 1/2"DIA.GALV BOLTS W/ GRADE DEPTH, MAX, " S O W PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE WITH TABLE R507.2 2 x JOISTS I ADHESIVE ANCHORS; HIGH-STRENGTH 1 JOIST N METAL TIE FASTENED ACROSS AND LOCK WASHERS. EPDXY ANCHORING ADHESIVE FOR DEPTH,MAX. TO THE PLATE AT EACH OF THE J I SIMPSON DTT1Z W/(6)1/4"x 1-1/2"SD SCREWS O USE WITH THREADED ROD „ Z NOTCH WITH 8-10D NAILS EACH SIDE j 2x RIM JOIST ATTACHED WITH Z MECHANICAL ANCHORS;SIMPSON Use 1-1/4 Metal ALLOWABLE LOAD PER TIE:840 LBS(MIN 750 LBS) co NOT LESS THAN(4)LOCATIONS SPACED EQUALLY (3)10D THREADED MALS OR � WEDGE-ALL WEDGE ANCHOR • • Coil Strap 20 Gage AND TWO WITHIN 24"OF EACH END OF DECK (3)#10 X 3"WOOD SCREWS 14"DIA.CAST-IN-PLACE Solid sawn foist and rafter 12° Min 5 8d common nails Q W a ch CONCRETE FOOTING,DOWN R507.6.2 SIMPSON H2.5 AT fA W TOP PLATES " OR JPmEIR OVIRGIN501L notchinq and boring limits. in EACH END at Z Q . BLOCKING EACH JOIST FOOTINGS MUST N 36"BELOW GRADE) -..PIPEEACH Stud.BEAR ON R507.3 FOR DECK FOOTINGS " � W U SIMPSON DTT2Z W/(8)1/4"x 1-1/2"SDS SCREWS OVER BEAM SIMPSON BC UNDISTURBED NT5 8d @ 6 oc Along tY � ALLOWABLE LOAD PER TIE: 1,S WIT BETWEEN EACH POST GIRDER SOIL 24"x 24"x 12" FOOTING TO VIRGIN SOIL Braced Wall Panel NOT LESS THAN(2)LOCATIONS WITHIN 24" OF EACH END OF DECK: JOIST CONNECTOR (MIN 36"BELOW GRADE) FIGURE R602.10.8(1) FIGURE R602.6.1 MIN THREAD 3/8"DIA.LAG SCREW PREDRILLED MAXIMUM OVERHANG 24" P.T. POST TO CONC. PIER & FOOTING TOP PLATE FRAMING TO PENTRATION TO CENTER OF TOP PLATE,STUD WALL TO WALL STRAP ACCOMMADATE PIPING R507 EXTERIOR DECKS OR HEADER CONNECTION @ PORCHES & DECKS NTS LEDGER BOARD ATTACHMENT TO BAND JOIST SIMPSON ABU INSTALLED IN ACCORDANCE 14 NTS 10 11 12 DECK / GIRDER & RAILING DETAIL 13 WITH SIMPSON SPECIFICATIONS AND DRAWINGS. 1 v rr hh WERE FLOOR JOISTS ARE PARALLEL TO DECK JOISTS NTS V e G-185ag 1-1/4"x 20 gage G-185 1-1/4" x 20 g 1-1/4" x 20 gage G-185 Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap pp p Hot Dipped Galvanized Strap N STAGGERED with (5)-8d common nails with (5)-8d common nails DECK STAIR o� SEE TABLE 507,2 Liv N 2 FASTENERS at each stud ( TOP PLATES TOP PLATES Strap may bea ttaced OVER at each stud with (5)-8d common nails at each stud R—+ � a-+ ^' ct Ir the plywood OR directly to Strap may be attached OVER Strap may be attached OVER the plywood OR directly to w @ @@ @ O 5.5"MIN FOR 2X8° Studs. the plywood OR directly to 5"MAX 6.5"MIN FOR 2X10 Studs. Studs. GRADE STUD BORED HOLE MAX. STUD 7.5"MIN FOR 2X12 - BORED HOLE MAX. DIAMETER 60% @ @ O @ CV rap strap under sill 4 DIAMETER 40% (PERCENT)OF STUD `- and attach to sill plates w ? c0 (PERCENT)OF i DEPTH 3-16d @ 16" oc Along BLOCK SOLID D o . _ ,� M STUD DEPTH 2"MIN 'P'.' c BETWEEN JOISTS �° ° cV Z U 'L3 aq 00 C 5/8"MIN. 5/8"MIN. 5/8"MIN. /8"MIN, LAG SCREW OR THRU BOLT �+ • Braced Wall Panel - a .- [�I o •., TO EDGE TO EDGE TO EDGE TO EDGE LEDGER BOARD 314"MIN - - °` ° • � ® ^ ,•• (V V =III=III = ' = - FIGURE R602.10.8(1) '� NOTCH MUST NOT 1=111=111 a e•e a N r-•.4 " _ _ C:) M NOTCH MUST NOT I EXCEED 40% o '=111 ' 1 r- ' EXCEED 25% f (PERCENT)OF u (PERCENT)OF u 10"x LENIGT Of STUD DEPTH STUD DEPTH e %4x' � DeI`�C O BORED HOLES SHALL PLACEMENT OF LAG SCREWS AND BOLTS IN LEDGERS FOUNDATION-SILL-STUD CAST-IN-PL E; IF HOLE IS BETWEEN STRAPPING UNDER BOT ��,•F� NOT BE LOCATED IN i BORED HOLES SHALL 40%(PERCENT)AND THE SAME CROSS PER FIGURE R507.9.1.3 (1) co Ff N NOT BE LOCATED IN 60%(PERCENT)OF SECTION OF THE CUT Applies to Garage Wall and . ; . °. Wrap strap under sill STUD DEPTH THEN • ' 1 THE SAME CROSS OR NOTCH IN STUD ° TYPICAL STAIR FOOTING IL sTUD MusT BE DOUBLE DISTANCE CAN BE REDUCED TO 4.5" =III=III and attach to sill lates SECTION OF THE CUT NO MORE THAN TWO IF LAG SCREWS ARE USED OR BOLT Slab on Grade Construction 1=III= • • p OR NOTCH IN STUD SUCCESSIVE STUDS SPACING IS REDUCED TO THAT OF 1-114 METAL - ARE:DOUBLED =111111,` ai STRAPPING .�- ANC)SO BORED LAG SCREWS TO ATTACH 2X8 LEDGERS �'G.' 2 TO 2X8 BAND JOISTS(1/2"STACKED NOTE;ALL STRAPPING SHALL BEAR MIN.12 ON STUD OR AT EACH JOISTS ;?rh 0 B14 3y�� WASHERS NOT PERMITTED) RAFTER FACE TYPICAL FIGURE R602.6(1) FIGURE R602.6(2) FOUNDATION-SILL-STUD ' NOTCHING AND NOTCHING AND STRAPPING IN CONTACT WITH CONCRETE OR MASONRY FLOOR FRAMING STRAPPING 16 BORED HOLE LIMITATIONS FOR EXTERIOR 17 1 8 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION 1 g STRAPPING 2 Q WALLS AND BEARING WALLS BORED HOLE LIMITATIONS FOR INTERIOR / OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL AT CANTILEVER FLOOR JOIST NON-BEARING WALLS Fireplace enclosure Thin profile structural insulated to top heathing R-50 Cover Box pushes Rigid insulation 2X ceilin oists of second floor Sheet Metal Firesto up and out of the g g j p Full Thick Insulation glued together MANUFACTURED LIGHT ENCLOSURE ceiling line Exterior way for access thin profile structural g 9 see plan w/ ATTIC INSULATION g CONTINUOUS BEAD Fill entire Cavity to sheathing as draftstop �� and lay on plyw od Batt Insul CEIING FRAMING Seal joint with She eala Insulation dams behind tub Tub attic hatch - R-val support Non-combustible sealant OF SEALANT subfloor Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking / insulation from q 9 SUB FLOOR GLUED,CAULKED Sealed to- .� A Seal exterior insulationrequiremen access opening Sealant or „ OR GASKETED TO RIM Gasket falling through Continuous wall 1/4 structural sheathing JOIST/RIM CLOSURE floor �, of Sealant or adhesive as enclosure liner sealed SEALANT Sealant access 2 2 2adhesive at perimeter and seams. solid blocking SILL PLATE INSTALLED „ I h or rigid insulation OVER 1 min Rigid WeatherstrippingkPSeal stairs Sealant \ EXPANDING FOAM SEALANT Pre-Fab Fireplace sealed around anel Adhesi Casin Insulation. Air g Pull-down gap 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Refer to manufacturers SEALANT four edges ` frame a 1x2 Stop Board RECESSED LIGHTING FIXTURE Sealed at perimeter with caulk Sealant 1/2" plywood DRYWALL CEILING specs for installation manual finish w/ soffit material staircase O attic hatch ` AIR SEALING AT PREMANUFACTURED Typical foundation & framing or foam r (see plan for size) RECESSED LIGHTING FIXTURE See architectural plans DRAFTSTOP DETAIL (c� PULL-DOWN STAIRCASE Z DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL ° PREFAP FIREPLACE AIR BARRIER AT FOUNDATION DETAIL TION AND WEATHERSTRIPPING _ _" ATTIC HATCH DETAIL � TO BAND JOISTS �. � 0 This detail is for weatherstripping and draft sealing, NTS Battic Door Energy Conservation Products O 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 I - - U) 0 ENERGY NOTES Eave baffle installedIr 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 - f W 2020 Energy Conservation Construction Code of New York State. be sealed by an approved third party(HERS Rater) using the .,"w Manual J Manual, S & D submitted at Co. vents. Baffle shall extend over Table R402.4.1.1-A•r barrier and insulation installation. The authorityhaven jurisdiction shall be permitted to determine an the top of the attic Insulation energy eency program exceed the energy efficiency required by this code. 9b. R403.3.3: Mandato Duct testingDucts shall be pressure tested to determine as per chapter 11 O TABLE R402.4.1.1 air leakage b an approved ryp p p TYP. ROOF CONST. O All HVAC Plumbing & Electrical systems shall meet the chapter 11 Energy g y third party(HERS Rater) using the (R402.2.3) JC/)r AIR BARRIER AND INSULATION INSTALLATION manual "J" Manual ,"S" &"D"submitted at CO. J ' efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION J COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIA" T Fascia/ AS PER DRAWINGS 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 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 O O requirements in the building envelope. 10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs nn 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. d L.JL continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT < Z 11. (R403.3.5) Building Cavities (Mandatory) Breaks or joints in the air barrier shall be4. 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 sealed. sections N1102.2 throw h N1102.2.13 See Const. Dwgs 9 Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The 12. N 1103.5.1 (R403.5.1)Heated water circulation and temperature maintenance systems (Mandatory) O 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. ;" "} installation density of enthe insulation shall be at the manufacturers'product p g p Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. � 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, ; each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" &"D". Automatic controls, temperature sensors and pumps shall be accessible. Manual controls shall be readily accessible. maintain an even density for the entire cavity. Batt insulation shall be r "' 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 U) 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 the = E Air leakage shall be tested and verified b an approved HERS rater as having an Section M1505 or with other approved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE 15 cavity. Where the batt is cut around obstructions,loose fill insulation g y pp g �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 a shall be placed to fill any surface or concealed voids,and at the g g p p is not operating. s 2 y °w test results shall be signed by the party conducting the test. p g w m manufacturers'specified density. Where faced batt is used,the o L)� 8 ° Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM = = z 2 ° installation tabs must be stapled to the face of the stud. There shall be N 1103.6.1 R403.6.1 Whole-house mechanical ventilations stem fan efficacy "' r_- _ °' a �r � �' no compression to the batt at the edges of the cavity due to inset INSULATION, R VALUE I N t_,.=--r a � =o.__ _ N = 7. R402.4.2: Fireplaces; shall have tight fitting dampers or doors and outside Fans used to provide whole-house mechanical ventilation shall meet the efficacy requirements p g g p f o o 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 c = a °,� L,Y 2 Y combustion air. Factory built fireplaces shall be listed and labeled p 9 9 t c J ' N 2 2 8 >Z a otm Insulation that upon installation readily conforms to available space according to UL 127. equipment is used to provide whole-house mechanical ventilation, the air handler shall be Wood Blocking HERS REPORT ,,,.� -' i {' o 3 L o r L shall be installed fillip the entire cavi and within the manufacturers' powered by an electronically commutated motor, as backdam o 8 a= ° a ;� -- g n' TYP, ROOF CONST. c , , N �,�,� density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory) programmable thermostats shall be 'y'`- 14. N 1103.7 R403.7 Equipment f + .__. r °' provided for each separate heating and cooling system.Temporarily operate ( ) sizing and efficiency rating (Mandatory} i I1 =r = 3 N ` 3 - Roof underlayment i I L o = o 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 2 X CJ W/ INSULATION I , a.o o a ceiling/soffit/soffit shall be aligned with the air barrier. y ACCA Manual S based on building loads calculated in accordance with ACCA sealed to drip edg ,� '' L y E „ o y g g" shall be max 70 F heatingand 78 F Cooling. 9 AS PER DRAWINGS S = insulation and any gaps in the air barrier g' Manual J or other approved heating and cooling calculation methodologies. ti."` i9 Q N r_0 o 0 N OR HERS RATER � , '`�. ./ � = aE� �, ° �Z 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum p 9 9 equipment Y _ ° r = "� °CL ' sealed. New or replacement heating and coolin a ui ment shall have an efficient ti - ;; ' U U) _ 0 E a•5 o 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" in diameter. rating equal to or greater than the minimum required by federal law for the Typ Fascia/ :•:`'_ _ ; + 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 --'�- Const. Dwgs SEALANT :: sliall be sealed. party using the Manual J„ „, Manual S„ „& D„submitted at CO. / 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 Tr„ ".w,; •'` ,�, '"''.'",...`. `" r n late shall be sealed. The unction of the by completely fillip the cavi with a material havin a thermal ' `..J p j p y g cavity g contain only high-efficacy lamps. � j � � ; 1 z top plate and top of exterior walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall '` 1 ' sealed.Knee walls shall be sealed. Exterior thermal envelope insulation for framed walls sliall be -� -J installed in substantial contact and continuous alignment with the air See Const. Dwgs 2t "" _ barrier. W Q Q Windows, skylights The space between window/door jambsOPTIONAL - RAFTER SEALING AT ATTIC EAVE U) W and doors and framing and skylights and framing WITH SPRAY FOAM INSULATION � 0 sliall be scaled. DUCT SEALING REQUIREMENTS Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Q 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 TABLE M1505.4.3(2) topside of sheathing or continuous insulation installed on the LOCAL EXHAUST RATES TABLE M1505.4. INTERMITTENT WHOLE-HOUSE MECHANICAL RATE FACTORS", b underside of floor framing and extend from the bottom to the top of all APPROVED WINDOW perimeter members. RUN-TIME PERCENTAGE IN EACH 4-HOUR OPENING LIMITING p framing AREA TO BE EXHAUSTED EXHAUST RATES SEGMENT 25% 33% 50% 66% 75% 100% DEVICE Crawl space walls Exposed earth in unvented crawl spaces Where provided instead of floor insulation, insulation shall be N shall be covered with a Class I,black permanently attached to the crawlspace walls. KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS O LU vapor retarder with overlapping joints Factora 4 3 2 1.5 1.3 1.0 N F- 1 1 p C O taped. BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM - - - - - - - - - - - - - - - - - - - Z Shafts penetrations Duct shafts,utile penetrations,and flue a. For system run time values between those given,the factors are permitted to be p t3 p WINDOW Q shafts opening to exterior or determined by interpolation. _ Q W INTERMITTENT OR 20 CFM CONTINUOUS unconditioned space shall be sealed. B "SPHERE CANNOT APPROVED WINDOW Z J {36"IN IBC UNITS) b. Extrapolation beyond the table is prohibited. PASS THROUGH FALL PREVENTION < W U DEVICE CONFORM TO t) Narrow cavities Batts in narrow cavities shall be cut to fit and installed to TABLE M1505.4.30) FINISHED FLOOR HEIGHT ASTM F 2090 HEIGHTABOVE the correct density without any voids or gaps orFINISHED FLOOR compression,or narrow cavities shall be filled by CONTINUOUS "- AIRFLOW RATE R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHTABOVE insulation that on installation readily conforms to the REQUIREMENTS TOP OF THE WINDOW SILL SHALL FINISHED GRADE FINISHED FLOOR available cavity space. BEAMINIMUM OF 24"ABOVE THE FINISHED Garage separation Air scaling shall be provided between the garage and NUMBER OF BEDROOMS FLOOR AND GREATER THAN 72"ABOVE THE FINISHEDGRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE T h FLOOR AREA 0 - 1 2 - 3 4 - 5 6 - 7 > 7 COMPLY AS FOLLOWS: \e/ Recessed lighting Recessed light fixtures installed in the building thermal Recessed light fixtures installed in the building thennal H envelope shall be sealed to the drywall. envelope shall be air tight and IC rated. (square feet) 1.OPERABLE WINDOW WITH OPENINGS THAT WILL NOTALLOW Airflow in CFM A 4-INCH DIAMETER SPHERE TO PASSTHROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: h+� 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 Nvalls.There shall be no voids or 2.OPERABLE WINDOWS THATARE PROVIDED WITH WINDOW FALL ASTM F 2090. THE OPENING DEVICE AFTER OPERATION (V gaps or compression where cut to fit.Insulation that on < 1,500 30 45 60 75 90 PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TO t installation readily conforms to available space shall a extend behind piping and wiring. 3. OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE 1,501 - 3,000 45 60 75 90 105 OPENINGS CONTROL DEVICES THAT COMPLY WITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 Sliower/tub on The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be of W exterior wall showers and tubs sliall separate them from the showers and insulated. tubs. 3,001 - 4,500 60 75 90 105 120 N1101.14 (R401.3) Certificate (Mandatory) ° Electrical/phone The air barrier shall be installed behind electrical or M Q box on exterior wall communication boxes or air sealed boxes shall be installed. 4,501 - 6,000 75 90 105 120 135 A permanent certificate shall be completed by the builder or other approved party and posted on a wall zs ° in the space where the furnace is located, a utility room or an approved location inside the building. pQ HVAC register HVAC register boots that penetrate building thenual boots envelope shall be sealed to the subfloor or drywall. 6,001 - 7,500 90 105 120 135 150 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit ® w directory label, service disconnect label or other required labels. The certificate shall indicate the o c+� Concealed When required be sealed,concealed fire sprinklers shall > 7,500 105 120 135 150 165 predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components sprinklers only be sealed inn a mauler that is recommended by the such as slabs, basement walls, crawls ace walls and floors, and ducts outside conditioned spaces; manufacturer. Caulking or other adhesive sealants sliall not p p , be used to fill voids between fire sprinkler cover plates and For SL 1 square foot= 0.0929 rn2, 1 cubic foot per minute = 0.0004719 Iz,3/s. U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results Nvalls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. Where there is more than one value for each component, the certificate shall indicate the value A� ilk a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. IC = insulation contact. covering the largest area. The certificate shall indicate the types and efficiencies of heating, cooling and service water heating equipment. Where a gas-fired unvented room heater, `�,y 0M1F?-.A electric furnace, or baseboard electric heater Is Installed In the residence, the certificate shall -,,OP N indicate "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be indicated for gas-fired unvented room heaters, electric furnaces and electric baseboard heaters. 8 PLUMBING NOTE: ALL PLUMBING SYSTEMS SHALL BE GUARDS 8312.1 VENTS: INSTALLED IN ACCORDANCE WITH PART VII-PLUMBING P3103.1 ROOF EXTENSION GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN ELECTRICAL NOTE: OPEN-SIDED WALKING SURFACES, INCLUDING STAIRS, ROOF JL 4" VTR EXTEND MINIMUM 6'ABOVE ALL ELECTRICAL EQUIPMENT RAMPS AND LANDINGS, THAT ARE LOCATED MORE THE ROOF OR 6"ABOVE THE AND WIRING SHALL BE INSTALLED ANTICIPATED SNOW ACCUMULATION. IN ACCORDANCE WITH PART VIII-ELECTIRCAL THAN 30 INCHES MEASURED VERTICALLY TO THE FLOOR P3103.2 FROST CLOSURE: OF THE NYS CODE. AMINIMUM OF 75%PF OR GRADE BELOW AT ANY POINT WITHIN 36 INCHES +. 11 WHERE THE 97.5%VALUE FOR PERMANENTLY INSTALLED FIXTURES HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. 211 ",.-•' � ` -�-.,2', OUT-SIDE DESIGN TEMP IS 0 DEG F MUST HAVE HIGH-EFFICACY LAMPS. J ., OR LESS.VENT EXTENSION THROUGH INSECT SCREENING SHALL NOT BE O _ 1 A ROOF OR WALL SHALL NOT BE LESS MECHANICAL NOTE: CONSIDERED AS A GUARD. 31' -'� THAN 3"IN DIAMETER. ANY INCREASE THE MECHANICAL SYSTEMS SHALL 311 IN SIZE OF THE VENT SHALL BE MADE BE INSTALLED IN ACCORDANCE WITH •• "" , , , 1 ; ; NOT LESS THAN 1 FOOT INSIDE THE PART V&VI OF THE RC OF NYS.ALL MECHANICAL SIZING PER ACCA 1 „ ; 1 THERMAL ENVELOPE OF THE BUILDING. LADDER&STEPS R310.2.3.1 HANDRAILS 8311.7.8 ' 1 1/2" 1 112" '1 1/2" ;1 1/2" : 1 1/2" ' 1 1/2 , 1 1/2„, 1 1/2„1 .. 1 , , WINDOW WELLS WITH� 44 INC MANUAL BASED ON LOADS HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE DEPTH GREATER THAN 44 INCHESES L CALCULATED PER ACCA MANUAL"J" SHALL BE EQUIPPED WITH PERMANENTLY DUCT COMPLIANCE WITH MANUAL"D" SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE, RISERS. O 2" 211 ' 21, ; AFFIXED LADDER OR STEPS USABLE WITH THE WINDOW IN THE FULL OPEN R303.4 MECHANICAL VENTILATION. POSITION. RUNGS SHALL HAVE AN DWELLING UNIT SHALL BE PROVIDED �/J O 2 ND FL. 3" ; INSIDE WIDTH OF AT LEAST 12 INCHES WITH WHOLE HOUSE MECHANICAL �+ SHALL PROJECT AT LEAST 3 INCHES VENTILATION IN ACCORDANCE WITH 1 311 2" FROM THE WALL AND SHALL BE SPACED SECTION M1507.3 NOT MORE THAN 18 INCHES CN-CENTER VERTICALLY FOR THE FULL HEIGHT OF W 311 THE WINDOW WELL. , , 481-411" 2,1 _,• 2„ 0 < 0 ' Bilco Scape-well '311 WINDOW WELL R310.2.3 rn ; ' i U)-- ; 14"DECK FOOTING S HORIZONTAL AREA SHALL BE 2 x 6 DECK JOISTS @ 16"oc „ „ 11 1, MIN 9'-0"SQ FT.WITH A 2-2 x 6 P.T.GIRDER SEE DETAIL ON DWG-2 ,1 1/2" 3 ; : 11/21' '. 1 1/2" ; 2 FOOTING SIZE PER TABLE HORIZONTAL DIMENSION DW WASHER OF MIN T-0"TO ALLOW FOR - ,, R507.3.1 FOR DECKS O ' 2„ EMERGENCY ESCAPE AND F- -- 21' ' RESCUE. COVER PLACED /� OVER OPENING PER 8310.4 O I ' T M I 2X8 DECK LEDGER I Q 1 ST FL. 30X4 ASEMENT E ESS SEE DET. ON DWG 2 U_ 3: ------------------ ------- .......... --------r--------------------------.i................................................................... - 2"f\J ca = I..l..I 411 FAI311 � � . � -- �. . � � . � O 3" ; 8„x16„ PC -- --• , PIER- ' ' CO SPACED EQUALLY ; 411 J, .1 , 00 0 00 UNFIN. BASEMENT .4" CAST-IN-PLACE CONCRETE � ; ; `o c E To a New Suffolk County PLUMBING RISER DIAGRAM SLAB INSTALLED T vi w m ° E B Approved SanitarySystem o ; ACCORDANCE WITH CODE 0 � N J , F SECTION R506 OJ w w of ; ; w rn o c w N ° Not to Scalese O LL°wz 1 == z ° ° ° C , a- n c 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 i Z m w (D i i c 8 . ,, w o 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS cli ; ; O p m w H ; :N o a a o 0 0 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 1 1 020' >° 1 1 n;, m -J c ` N ? 1 81-31/211 9'-4" O 0 2°F"Cn 1 0'-/11 , „ 1 , " , , 67.In C O (0•V, O C 3 9-11 8-10/ ��.s L LL UJ 0_qN 04 TYPICAL INT. FOOTING/COL CV w 5¢ y c c ,�a•= i 0"x30"x12"THICK �ivwrLL LL 3 CAST-IN-PLACE CONCRETE O " U Q° o ° o L° ° o `T FOOTING&4"DIA STEEL N ; ; I L U•E,E co E= E 2 c U COLUMN _ B L of v c F F Beam locket (typ) F ?'E .� ¢ �, ° _ steels ims as req'd ' ' " c 0-E f° °'v m " o~ " MAINTAIN REQUIRED SEPARATION ILL)irUnma Fs- ImEL.Son POSTABOVE DISTANCE FROM ALL HEAT ,v -- ---L----- BLOCK SOLID ----J=-- ---i-----------------------J--=-===L------ ------------- -- __-, , , COMBUSTIBLE PRODUCING QMATERIALAUIPMENT �PER TYP EXT.WALL TYP EXT.WALL co j TY 3 1-3/4"x11-7/811 LVL _ _ N _� ll MANUFACTURER'S SPECIFICATIONS ' '----- ------- -i-- ------- -------- - --' --- -- -------------- --®-- ------------------- ,---�-- ------- --------- ' AND LATEST MECHANICAL CODE. F 1 --- -r- -r- - - -- - --- -r- --r --- -, , TY?.FLOOR CONST. 1 ' - -- r--' - � --- -- `- - `-------' ------- Mechanical SystemsSILL PLATE 0 2X4 FRAME AROU Lu STAIRCASE FROMNFDFLOOR 1 1 - THE MECHANICAL-HVAC SYSTEMS TO CEILING. TREATED SHOE ' ' p ; ; SHALL BE DESIGNED AND INSTALLED Fe■aococ■j Q (2)2x6 P.T.SILL PLATE W!MIN. PLATE AND GYP.WALL BD I 1 ' IN ACCORDANCE WITH PART-V z > - i i INSIDE FACE OF WALL MIN. e=_______' ' Purnace i i MECHANICAL TYPICAL ANCHOR BOLT -R403.1.6 TYPICAL ANCHOR BOLT -R403.1.6 (V U) 1 L0 MAXIMUM SPACING: 1/2"@ 72"O.C. ; • ' ; . MAXIMUM SPACING: 112"@ 72"O.C. ; ; ATTACH RAILINGS.HANDRAILS (A I ......®■a r� F , 34" 38"ABOVE NOSING. EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. b EMBEDMENT OF 7"WITH NUT&WASHER. a , , J F F ■__ -F ■ ' ' 2 BOLTS PER PLATE AND HOLD AT LEAST 2 BOLTS PER PLATE AND HOLD AT LEAST w (� :,• o R302.7UNDER-STAIRPROTECTION ------ •----------------- ----------- ONE BOLT-12"MAX AND 3-1/2"MIN OFF ONE BOLT-12"MAX AND 3-1/2"MIN OFF 7J , ENDS OF PLATES. e' . ENDS OF PLATES. <n ENCLOSED SPACE UNDER STAIRS THAT J I -------- , Cok O SHIELD&SILL SEALER TYP. IS ACCESSED BY A DOOR OR ACCESS ' TYP.CONC. FOUNDATION O - ti -------------------------------------------------------------- ----------� ; rn • X , O PANEL SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED TYR CONC.FOUNDATION W ON THE ENCLOSED SIDE WITH _1 1/2-INCH GYPSUM BOARD. Cfl X , ----- --- ANCHOR BOLT DETAIL - N ---_ -- , F ANCHOR BOLT DETAIL o IN ANCHOR EACBOLTS I __ ' ; ; � IN EACH CS-PORTAL SCALE: 1/2"= V-0" SCALE: 1/2"= V-0" 00 1 1 N FRAME WALL ABOVE SECTION-SEE UP UNEXCAVATED ' DETAIL 3 ON PG 2 POSTABOVE 1 4" poured concrete slab ; N o , 1 BLOCK SOLID I 0with 6x6 10/10 WWM, _ 1 O ---- ..........................lYP-.- F on compacted �' `V p 00 coranular fill. Pitch slab b °' 1 g z ............... CODE COMPLIANCE STATEMENTS: 2X8 DECK LEDGER N ---_-_---.--' '/4"/ft to garage doors. TYPICAL FOUNDATION Q o Q IN ACCORDANCE WITH CHAPTER 4 DECK LATERAL HOLDOWNS (� SEE DET. ON DWG 2 ; ' --- 1. The windows selected for this project shall meet SIMPSON DTT1Z w/(6)SD#9 Y O 1 0 0 0 0 W TABLE R404.1.2(8): x 1-1/2"ONE WITHIN U = - < '--"""......... ' (2)ANCHORBOLTS z W Q the egress requirements of R310. 24"OF EACH END AND TWO W 1 F - Q W 2. All windows shall meet Section 8308 Glazing and 8 CAST-IN-PLACE WALL WITH 2X8 DECK LEDGER N EACH CS-PORTAL N ' SPACED EQUALLY DECK ' � \ � � � SEE DET. ON DWG 2 ' FRAME WALL ABOVE 8308.4 Hazardous locations. HORIZONTAL REBAR PER TABLE REFER TO DETAILS ON DWG-2 t` c0 F- _ F F SECTION-SEE R404.1.2(1) OR SEE DWG-1 NOTE #6. N 2-2x8 treat d deck girder „ ; DETAIL 3 ON PG 2 1, co -1 ' 3. Windows were required shall meet the Window Fall ON 16" x 8" CAST-IN-PLACE CONT. WALL FOOTING, ----, ; 25-3 C\11 U1 protection requirement 8312.2. 2 - 2 x 6 ACID SILL PLATES, COPPER TERMITE 4. Bathroom windows shall meet the hazardous - - --- -� - - - - - --- -- - ' glazing requirements as per t the h SHIELD, ALL FOUNDATION FOOTINGS TO EXTEND - - - 2)ANCHOR BOLTS TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP -- ---' IN EACH CS-PORTAL 5. Stairs, landings, railings & guards shall comply ' ' FRAME WALL ABOVE FOOTINGS IV TO 2H . 211-9" SECTION-SEE with 8311 & 8312 J 1 01 DETAIL 3 ON PG 2 6. Outside lighting shall comply with RE 3803.3 drop top of concrete w o 7. Stairway illumination shall comply with R303.67 as required for garage o o� and 8303.8 CO, doors 8. Fireblocking shall comply with R302.11 thru R302.11.2 0, 9. Draftstopping shall conform to R302.12 thru R302.12.1 Q, 10. Flame spread and smoke-developed index for walls ' and ceilings shall compy with R302.9 thru R302.9.4 r� 11. Flame spread and smoke-developed index for TYPICAL ANCHOR BOLT - 8403.1.6 _ --------- -.--.-___ _ E"� 76 insulation shall compy with 8302.10 thru 8302.10.5 MAXIMUM SPACING: 1/2" @ 72" O.C. EMBEDMENT OF 7" WITH ---------•--------------------' - -1 I--� d 11. Recessed lighting fixtures rated for NUT & 3 SID WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST _ _ _ __ _ ___________________________ ONE BOLT - 12" MAX AND 3-1/2" MIN OFF ENDS OF PLATES. ----------.---- ----------- ----- - -.- - •---. M membrane penetration shall meet ASTM Ell 9 .- ~04 M and Flre Stopping as per ASTM E814 or UL 1479 (2)ANCHOR BOLTS r- N 12. Exterior Decks shall comply with 8507. 1. Walls 24 inches total length or shorter connecting offset braced wall IN EACH CS-PORTAL ® � ".o CJ panels shall be anchored to the foundation with not fewer than one anchor bolt 13'-3'/Z' 8'-5'/Z" 26-7 FRAME WALL AB Z located in the center third of the plate section and shall be attached to adjacent SECTION-SEE Fiy DETAIL 3 ON 2 �-- braced wall panels at corners as shown in Item 9 of Table R602.3(1). ( Fastening Schedule ) 48"-4" n/ 2. Connection of walls 12 inches total length or shorter connecting offset braced wall panels to the foundation without anchor bolts shall be permitted. FOUNDATION PLAN O Smoke Detector The wall shall be attached to adjacent braced wall panels at corners as shown in Carbon Monoxide Detector Item 9 of Table R602.3(1). ( Fastening Schedule ) SCALE: 1 /4" - 1 -011 CO Refer to DWG-1 General Notes A PROVIDE FIRE BLOCKING IN B In accordance with Section 915 of they 2020 IFC, R314, R315 of the Residential 5 ACCORDANCE WITH R302.11 5 code of NYS0i011 y®�; OF THE NYS RESIDENTAIL CODE. V. OF N Pre-Fab/ Factory Built Fireplaces R312.2 WINDOW FALL PROTECTION NOTE: WINDOWS, EXTERIOR FRENCH & SLIDING DRS In accordance with chapter Plans indicates ANDERSEN series 200 GUARD RAIL NOTE: STAIR HANDRAIL NOTE: 10, factory-built fireplace inserts shall TOP OF THE WINDOW SILL SHALL Model Numbers and shall be In accordance with R609 BE A MINIMUM OF 24"ABOVE THE FINISHED To be designed & installed as per manufacturers surfaces located more than 30 inches Porches,balconies or raised floor be UL listed and labeled and shall be FLOOR AND GREATER THAN 72 ABOVE THE specification for 140 ultimate design wind speed Provide Handrail on at least one site of each continuous run of treads or flight installed in accordance with the above the floor or grade below shall with FOUR OR MORE RISERS. FINISHED GRADE OR OTHER SURFACES and Table 301.2(2), 301.2(3 have a railing not less than 36 inches Handrail Height measured above conditions of the listing. Factory-Built BELOW ON THE EXTERIOR SIDE OF THE in height. Railings shall have Top rails and Provide HP LOW-E4 glass; U = .30, SHGC = .29 Balusters and Bottom rails that are stair tread nosing,shall not be less than fireplaces shall be tested in accordance BUILDING. SHALL COMPLY AS FOLLOWS: EGRESS: 34 inches and not more than 38 inches. NO MORE THAN 4 INCHES APART. All Handrails shall be continuous the full with UL 127. Hearths shall be installed in Shall meet R-310 EXCEPT:the traingular openings formed length of the stair from a point directly accordance with the listing of the R312.2.2 WINDOW OPENING CONTROL DEVICES: ( MIN 3049 -ANDERSEN 244 SERIES) O by the riser,tread and bottom rail of the above the top riser of a flight to a point WINDOW OPENING CONTROL DEVICE SHALL Guard rail at the open side of a stairway directly above the lowest riser of the flight. COMPLY WITH ASTM F 2000.THE OPENING Fireplace & in accordance with NYS code WINDOW FALL PROTECTION: shall meet R312.2 are premitted to be of such a size that a Handrails adjacent to a wall shall have a for Hearths & Hearth extension. 6 inch sphere cannot pass through. space of not be less than 1-1/2 inches DEVICE AFTER OPERATION TO RELEASE THE between the wall and the handrail. All Fireplace shall be equipped with an DEVICE SHALL ALLOW THE WINDOW TO Open sides of stairs with a total rise of see code for exceptions, exterior air supply. Exterior air ducts FULLY OPEN TO MEET THE CLEAR OPENING more than 30 inches above the floor or AS REQUIRE TO MEET EGRESS R310.2.1 [NY]915.3.3 Residential Buildings and Commercial Buildings Q grade below shall have guards not less shall be UL listed. Factory Built Chimneys With an Attached Motor Vehicle Related Occupancy than 34 inches in height measured shall be in accordance with chapter vertically from the nosing of the treads. Carbon monoxide detection shall be installed in a central or otherwise approved 0 10 Section R1005 Facto Built Chimneys. rn O Factory y location in each occupiable space in a commercial building and within 10 feet of v, the entrance to sleeping areas and sleeping units in residential buildings and commercial buildings that: 1. Have a communicating opening with an attached motor vehicle related occupancy, .. 2. Share one or more common walls with an attached motor vehicle related occupancy,or 48'-4" 3. Are located one story above or below a motor vehicle related occupancy. 48-4 Z T-71/2' 10'-7" 12'-0'/2' aQ 0 Wood deck with Z LJL 36"high wood rail ----- o and steps grade O (closed risers) s) TEMP GL Framer to verify centerline of window I over sink with kitchen layout plan 244DH3049-2 244DH2836 TEMP GL 244DH3049-2 244DH3049 provided by Owner or builder. r — — — — — — — — — — — — — — — — — — — "- — — — — — — — — — — — — — — — — — — — — � 244DH3030 96X80 SL GL 244DH3050 244DH3050 LL Ln W �— O 2-2x10 2-2x8 2-2x1014'-0" 10'-2" 14'-6" (3)1-3/4"x 9-1/4"LVL (c) Q 14' 2-2x10 2-2x10 ' -4° 51/," T-8Y2' 5'/2 5,� 5/2 I " LLQ _ , ICJ ag t � - loo I BEDROOM #3 a �° �' o wKITCHEN N FLAT CLG `.° �� J I `� ~ 9'0"CLG HT o o iv o @ 80 �C �N rn I n ifl UL LISTED GAS ° o N cn I En Ln W `` N PRE-FABCo w CE w �- EOP o soC c CD Bedroom HEARTH EXTENSIOz °u 2 ° ° c cfa° °DW z oQ AS PER RESIDENTAIL 'w FLAT CLG o c: .0 y E s_ CODE- -0 C TN. w C' wO-0' a 0.2 oa°N @ U I VENT TO EXTERIORv iXN ROOM y CV 00 X a" 8 °� ° �C- I.C 3 co NN 0 00I 9'0"CLG HT �� 7 0 3 -c GZ'3 ° o I 5'0" Vt o o C-� I cv o � oc°i- 0 - wa�°ioiw�rn O fan I wa c = �g 5 Nnoo3� o fan ® I F- u � Q v os o m ® Cl) w O •U c Q �3Q'x22 ROS 2 8 2,_4, 2 8" 2'-6" I O .c ¢ c c m o m o o :min.>tfic _ 1 FLAT CLG HALL o M� �'c ° ° " m` t v v c M @ 6'-ot, M 00 I cYi cO En mmn N F- � � I- Ec.� o - O N 2x12 RIDGE �? �? iv O D _ _ _ _ _ _ _ _ _ _ _ _ — _ _ _ -_ — _ — — _ — _ — _ — _ _ _ _ _ — - — - — - — —I CV V U) < Z �? I co �N I Cl) Cl)CP (2)1 314"x 9 114"LVL POST 12"LVL U) POST 2-2x10 C14 LVL FLUSH LVL _ _ _ _ 2'-8" (2)1-3/4"x 9-1/2"LVL FLUSH M ;t Cl) - POST --------- S I _____ ___ I 4'-0" LVL 7'-0" 2'-0" ------ Guardrail - - o ----- - I 51/2' _aQWN--- a o I 'I fan N 4'0" N °N v 19'-8'/2" -------- M N , � r N ---- MI U --__ ___ - - _ GN - Co ICD _ \ O C OC i �+ � __-----' O' ° to �I ° O cD --- -- n n n o �o o '` 'o N co II To 5-6 6-5/2 51-011 8-0 �v �L}tea` X °4 = - - ° oI L ABOVE -- -- Li V - e �� - ----- ci 0 o t-- o v I �� of X V' N •--' ---- - - 0 0 (n (n� t i/ \ "'� \\ ______- CLWAOSET to alb N NI Oi - —°i a �p I __ _3'-01_ _ O' _ V _ O I ---- __ - o BEDROOM #4 ----- M �� Bedroom #1 r ' ' 4-2x6 N w M - --- r-F- I M o� ROOM o XII -------- - -------- ULPOST NEACCORDANCEDWITH in FLAT CLG fn(7 Q z� � FLAT CLG ' - - � o w `fieLn I JO / @ 8,_0„ O— @p n to \ w (D @ 8'-0" J � ________ INSULATED SOLID CORE ' ' DYERS EXHAUS CHAPTER 15- OTHES N w I ------- - ,~L CD� r 9'-0"CLG HT "' 'I , v 3 below _ U_ z g I - ----- R ------------------ --- STEEL DOOR,OR - `� °X°,y 2 x 8 Rafters 16"o' o w O �' I II - 20 MINUTE FIRE RATED D00 A ; I N FRAME OVER GABL - --- - _ v v EACH WEATHER STRIPPED 1u r __ X / _ _ N N N N �, I II -------_ W/SELF CLOSING DEVICE. ; V �•-� , J o� w N I 13'-0" T-10" WALK-IN �s%y I 13'-0" 8,-0, UP ' r z ' 31/2" 3'/i' CLOSET `rG� _ 3,/" ' 9 o � 2 N H _ �- 1 1 X J ' 2 2x8 (2)1-3/4"x 9-1/2"LVL 3 1-3/4"x11-7/8"LVL FLUSH 3 1-3/4"x11-7/8"LVL FLUSH w o (2)1-3/4"x 9 1/4"LVL FLUSH _ in 2 8 in j I I 3 O — _O- _ —_ -- — _ _ a0 J rn o� � Z 2x6 — — — — — — — — — — — I— �- — — — — — -1 — — — — — - I - — — — — — — -1 _ .E POST 2ND FLOOR (�Gt r`6i X Q CO 244DH3049-2 2 2x8 T ' I N 2-2x12 LVL EXT.WALL ABOVE ; ; JJ 1,l•� Q Q W N I v °' � to W 2 X 8 AFTERS ' 16"OC - COVERED � U z C) 244FX5050 R-30C BATT INSULATION I - PORCH J , , .------------------- 2X4 C.T. @ 48"OC I i; a0 4 ` ----------------- --- o ch \q R-15 BATT I `" X ' ' �' N INSULATION Unfinished 2 d Floor I Stora e Onl ' ' ' 9 M I ____ ___ ___ _ _ TJI 110 11-718"-Floor Joists(a� 16"oc r ; ; ,TJI 110-11 7/8"-Floor Joists(c� 16"oc LU io I � permacast `-';CY) � z 10'-2" 8'-0° columns �a O `b I 31/231/2I ; ; M W , v o \• �.�V I I 25'-8" ; co cV � � , X o \ I R-15 BATT o ( °' p.+ U � r INSULATION U O 6'-11'/2' N I 4-2x6 �. Iy i-+ rZ U POST . , ------------------- --- U 2-2x10 LVL 2-2x10 — — — — — — — — — — — — '- 244DH3050 244DH3050 .� I O CIO 244DH3049 ��// � r-r 13'-3'/2" 8'-9" 26'-31/2" 6'-9" 6'-6'/2" 8'-51/2" T-0" 12'-7" T-0" F p� A B 21'-9" 26'-7" O 5 5 48'-4" 48'-4" V01 A EDA . $ s O Smoke Detactor WINDOW AND DOOR B `�'��N `t Carbon Mo r HEADERS:2-2X10 MINIMUM AREA SCHEDULE 8 2ND FLOOR PLAN AREA SCHEDULE �oxlde Detecto UNLESS NOTED 9 1 PLATE HEIGHT NAME AREA SCALE: 1/4" - 1'-0" NAME AREA co Refer to DWG-1 General Notes 1ST FLOOR PLAN „.f w In accordance with Section 915 of the FIRE BLOCKING SHALL BE INSTALLED FIRST FLOOR AREA 1379.7 sq ft. ,tivi t SECOND FLOOR AREA 1450.6 sq ft. IN ACCORDANCE WITH R302.11 SCALE: 1/4 = 1 -0 SECOND FLOOR AREA 645.5 sq ft. 2020 IFC, R314, R315 of the Residential THRU R302.11.2 AND DRAFTSTOPPING code of NYS PER R302.12 THRU R302.12.1 ©1� � . 0' .+• 4� TOP OF RIDGE CONT. RIDGE VENT CONT. RIDGE VENT ASPHALT SHINGLES Q ASPHALT SHINGLES 12 12 J � 9 D � 9 CONT. RIDGE VENT O GUTTERS & LEADERS Q AS REQUIRED O TYPICAL I TOP OF PLATE _ _ Top of Plate v) Q _ E-H W z C)I00 FT;T 1 - -LL oQo 00 E-j JC/) -� zUL TOP OF SUBFL OR _ _ To Subfloor Oi� O TOP OF PLATE — _ _ To f Plate < z ®— LL _ 1.1J 3: ® � O Lr) � J.-Ull LHI N J N C ,O w c f6 N TOP OF SUBFL OR Lj I Ims _ Top bfloor F � a a°r O U C O to O TOP OF FOUNDATION_ To f Foundati ..7'%t- o — - — 8 'D IDDI IM-Mc � m °� s,ga) ...T! �., _.,a.;.,:.�.n....;�-,.�.,... ......�..�,�.,...._..,...,....�.., _�....,�..............�.,,�� .,,��_..�,,..,..,.,,... �_ .:.�:.,�.v..�.___... .__._._..�.�...�.........�. ...,._._,..,,�.W�a...,-..._.��. w..,,.�. __,..��.s_u_.� .,�.......�_..,�..�. ._u... c — _ w cf6i o O U, o 0 � `O O � U Ui `� U Y ' wx.,..:x.xrwixex.rauwu..x..wsuu _. -,L.. ....G. a� yacs y 2 c oY m� o•ci`o c 3 rNg3 Lc'c1.'" o C) I I I I I I I - - - J I I I LL. L �3oE co REAR ELEVATION CC) I I I LEFT ELEVATION I I M "o o I L J L J I L J I I .2.2 r- �' ca� 2w it 1 11 2 h e �L N o LO) c 11 1 it EMERGENCY ESCAPE I I I L" _ SCALE: 1 /4 = 1 -0 , I , NN -_ Cd) C0 SCALE: 1 4 — 1 -0 AND RESCUE I I I U N c ¢ r- c m c m o I- UUnm � h CEa= oo_ WINDOW WITH WELL TOP OF FOOTING l I _ _ _ _ I I I I � � n � �� U - - - - - - - - -� - - - I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I To Footing I — — — — — — — — — — — — — — — -- — = — — — — — — — — L O s C — — — — — — — — — — — — — — — — — — — — — — - - — — — — — — — — — — — — — — — — — — — — — — — — — - — — — — — — — — — — — — — — — — — TOP F ROOF CONT. RIDGE VENT CONT. RIDGE VENT 12 12 9 D 9 ASPHALT SHINGLES 12 12 ASPHALT SHINGLES 12 12 N D N w To f Plate C6 O 12 12 o Q ® ¢ w c� 12 12 z > Q M - ! p� CD co coCD co To f Subfloor — - — To Plate FFH 0 0 a, rl r-1 mi a� LLU rA rA E I ~ ¢ `t to -C� bl) rl 101 rA rl U� El _ _ _ _ To f Subfloor To f Foundation ^j U � = -� - — c Cr� •-, I A RIGHT ELEVATION I , , I I I I I I I IFRONT ELEVATION �° � r I I I I I I I I I , SCALE: 1 /4" = 1 '-0" I ` J I I I I I I I SCALE: 1 /4" = V-011 so �c~ - L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I� To f Footing L — 1 — — — — J L — — —�J L -- — — — LL— — — — — — — — — — — — — — — — — — — — — — — — — — I� ®F N ��'� BRACING METHOD CS-WSP CONTINUOUS SHEATHING BRACED WALL PANEL ,,y, -• -a > i= r,-•�I ® WOOD STRUCTURAL PANEL DETAIL #1 ON DWG-2 PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-A 1-13 1-C 2-1 2-2 2-A 2-B i ® CS-P F CONTINUOUS SHEATHING TABLE R602.10.4 page 185 BRACING METHOD CS-WSP CS-WSP CS-WSP CS-WSP GB/CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP PORTAL FRAME BRACE WALL LINE SPACING FT 40.33 21.83 40.33 24,25 24.25 16.75 40.33 40.33 24.25 24.25 Fri- � DETAIL#3,DWG-2 ( ) Q TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 27" 27" 27" 27" 48"/27" 32" 24" 24" 24" 24" 1 GB GYPSUM BOARD S MOMON00 0N3r NORIOl100 ON3 - TABLE R602.10.3(l)Page 180 REQUIRED BRACING LENGTH(FT) 17 10.5 17 11 20 5 9 9 6 6 BRACED WALL NOTES: 0 > TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c REFER TO DETAILS ON DWG-2 Z FOR HOLDOWNS,STRAPPING,BRACED WALL DIAGRAMS AND DWG-1 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 FOR NAILING SCHEDULE. ALL BRACED .. a� ! WALL PANELS SHALL BE FULL-HEIGHT 2. ROOF EAVE TO RIDGE HEIGHT 1.1 1.1 1.1 Q SECTIONS OF WALL WITH NO VERTICAL /'� 4-. OR HORIZONTAL OFFSETS. 3. WALL HEIGHT 1 1 .95 .95 1 1 9 9 9 9 U ---- ----- 2NN3M3flOMOVWOHA3 rr t NORION00 ONS ------_ 1 1. BRACING REQUIREMENTS AS PER TABLE R602.10.3(1)FOR 140 MPH 4. NUMBER OF BWL PER DIRECTION 1.3 1.3 1.3 1.3 1.3 1.3 1 1 1 1 coVI/j V b ttr>=, e zcan!!w.%,t)w.wt!io?'•tC:tsneq mutel --'" 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 zb r.q e.su nidi tnnr, 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 5. ADDITIONAL HOLDOWNS IIJ:•r hwultl"Wr.'zen 1 'r:w fhoDsid to'.'St, 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. 6. GYPSUM BOARD OMITTED 1E I^.:7 t;-1•�tr,•,,1.:t+:'i',:v Lotrr.n:,c?'•t-S :0 s�nefeia, 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. t,:a b i:1.:i'•',eon! :r:v t 1rr ni w?"Ce 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH 7. GYPSUM BOARD FASTENING END OF A BRACED WALL LINE O a tOn'10�A00 CIM3 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL RESULT REQUIRED BRACED WALL LENGTH (FT) 24.3 15 24.3 17.6 28.6 7.7 8.9 8.9 5.9 5.9 rc,t in nt`•^�r!t n?.uint:r.t r:,r �rll g'l-t nwo soivebb-bloH PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE ,.,•n;,� < 0 ••�11:::;; yr?•i Im1'. Jf.,:tv11, t a�ivsb.. - v.::'•d C:r,nr.t?t;}ilil to n:;,';,!�nsm+t�i!I of I R602.10.2.2 TABLE R602.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL (FT) 3.5 N2AA=dlf•,mm?CC=toot f,mm A.Bf=Il�ni t:12-IC.OLMA 3AUala PER PLAN BRACING LENGTH PROVIDED (FT) 28.4 17.25 26 29 29.83 8 13.7 16 15.6 17.2 Z H MU JJAW 033AFIS A09 ENOITIONOo ON3 ONIHTA3H2 2000NITMOD HTIW COMPLIANCE YES/NO Y Y Y Y Y Y Y Y Y Y n 0 o ' I a.Linear interpolation shall be permitted 1..�.. 4'-0" 40'-4" r 4'-0" b.The total adjustment factor is the product of all applicable adjustment factors. �,r� z c.The adjustment factor is permitted to be 1.0 when determining bracing amount for intermediate braced wall lines < t , ' 31-8%" provided the bracing amounts on adjacent braced wall lines are based on a spacing and number that neglects the intermediate braced wall line. L.L.7'-1125/32" 41_51++ e _J 1m l I I O J m ( 4'-0 40'-4" 4'-011 /� I [_ L Nr N , J N , m I 71-83/" I C? I 41-0 1 , I I - C .N y BWL 1-A I 1 BWL 1-A CS-WSP rn a� 21: o a a �` � _ - - - - - _ - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - w c w E t y o O N a 0 0 O N y - o OOn w H .2 U ON C m C ccBWL 2-A O C �N 0 3 o Nrn• 0- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - c rnOai o.c _ m � - _ ' =.2 _0 a ca� N °oar p ' O ( I vc oQ a `o 0 V ' ( - omc - E °'� on cL Qr�nca�icm0 2.r HcuEELa GB METHOD I �- TABLE R602.10.4 7"O.C.AT PANEL EDGES , INCLUDING TOP AND I BOTTOM PLATES,7"IN FIELD ALL HORIZONTAL JOINTS BLOCKED AND ' ' I FRAMING CONNECTIONS I o') I O `? 1 AS PER DETAIL 2 ON DWG 2 N 1 1 ' - - - - i It - , N -------- I - --- 1 � ' I ' --- ' Guardrail ' - --- --- o ------ -------- co - 00 a ' --------- ------- ------- - � 6'-7/z" ----- 13-10/21 N (-----------------in ---- ( ----------- IW - - BWL1-B _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - - - BWL -- - N O - r - , 00 - VJ O - w , BWL 2-13 I - - - I z > Q - - -1- - - - - - - - - ----- --- - - - - - - - - - - - - - - - - - - - - - - - - -'- - - - - -- - - - U CS-VVSP NI; � � -- _- - - I _ U) Ll 2-2x12 I ' ' ----------------------- - ' rn o (D r CS-WSP 1 I I in 3,_63/„ o r- ' •--------------------- - W I ' W ' 3'-91fn" I =u, U Cnco< I 51-10-1 - N N of 0 Lu Q LL zLn = I I V rH pal o ►� W Z Q 0 4'-0" 41-01' 40'-411 Z0 ' ID o - - - - - - - - - - - -I-- - - -- - - - - - - - - - - - - - - - - - - - --�- - - - - - - - - - - - - - - - - - � � BWL 1-C - hal r� b Q I I -------- - LL ' , `,.� M bA 0064 .� U ct N O �r CS-WSP ' CS-WSP I O 1 4'-0" 1'-6" 4'-0" 21'-s" N 1s'-7" 4'-0" 2ND FLOOR WALL BRACING PLAN V �� 019�g4 ' 1ST FLOOR WALL BRACING PLAN SCALE: 1/4" = 1'-0" J8 °0 I SCALE: 1/4" = 1'-0" m I ontinuous Ridge Vent Ridge board TYPICAL ROOF CONSTRUCTION Class AAsphalt Roof Shingles w/ fasteners per manufacturer's specification 12 and NYS Residentail Code 2020. D 12 Ice & Water barrier as per section R905.1.2 9 (Note: Double underlayment is required 9 for Roof slopes between 2 on 12 and 4 on 12) R802.3.2 COLLARTIES Framing As per plans with 1/2Xexterior grade J SHALL BE NAILED with 4-1 Cd an rated structural plywood I ood Sheathing, O BOX NAILS IN ACCORDANCE WITH FASTENING SCHEDULE 2x4 CT @ 48" OC Nail to framing in accordance Fastener Schedules & Strapping per detail sheet(s). _ Z Flashing per R905.2.8 RAFTER/CEILING JOIST HEEL JOINT CONNECTION TYPICAL SOFFIT CONSTRUCTION. Q SHALL BE NAILED 12" overhangs-typical O TOGETHER IN ACCORDANCE WITH TABLE R802.5.1(9) 6" Wood fascia & 6" Wood rake boards. (SEE DWG-1 FOR TABLE) ATTIC 1tt IC Trim in aluminum or use "azek" or equal O WITHN EACH Metal drip g p RAFTERR TO TO STUD. 05.2.8.5 Fully Vented Vinyl Soffits TOP OF PLATE W - - - - TYPICAL EXTERIOR WALL Z D 2x6 Doug-Fir Wood Studs @ 16" oc. SOLAR ENERGY SYSTEMSR-30C BATT 2X8 LEDGER Double top Plate and Single Sole Plate. 0 0 CHAPTER 23 & (R324) INSULATION LAG SCREW TO 1/2" exterior Grade - Span Rated .SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE STUDS @ 16"OC WITH CHAPTER 23 AND THE FIRE CODE OF NYS. - SIMPSON SKEWED Continuous Structural OSB Sheathing. O HANGER @ EACH Fastened per Fastener schedule. ---� Z LL SYSTEMS SHALL BE LISTED AND LABELED PER UL 1741. I Bedroom #3 CLOS CLOS Bed room #4 p PANELS SHALL BE LISTED AND LABELED PER UL 1703. pp RAFTER tyvec House Wrap or equal. O 2x6 Rafters 16"cc Vinyl or Wood Siding as per clients selection 0 SOLAR READY ZONE: 2x4 Ceiling Joists 16"cc installed per manuf specs and NYS code. �- TOP OF S BFLOOR Cont. load path strapping installed in accordance Q < Z IN ACCORDANCE WITH APPENDIX T THE TOTAL SOLAR-READY ZONE AREA SHALL BE with drawings. Provide Fire Blocking in accordance U- - - - — 3: NOT LESS THAN 300 SQUARE FEET NOT INCLUDING TOP OF PATE _ with 8302.11 & R302.11.1 and W 0 ACCESS OR SET BACK AREAS AS REQUIRED BY — - THE INTERNATIONAL FIRE CODE. Draftstopping per R302.12 & R302.12.10 ROOF AREA ORIENTATION SHALL BE BETWEENENGINEVINYL SOFFIT ON 110-270 DEGREES OF TRUE NORTH. FLOOR FRED TYPICAL FLOOR CONSTRUCTION It— LO FURRING STRIPS CONSTRUCTION DOCUMENTATION JOISTS 3/4" Plywood Span Rated Subfloor, ROOF PLA CERTIFICATE REQUIRED PER T103.10 - D I N I N G Glued and Nailed in SCALE: 1/8" - 1'-0" accordance with the fastener schedule. - �, KITCHEN ROOM Floor joists and Bridging as per Code. w E.0 to TYPICAL FOUNDATION CONSTRUCTION ° ° o E N �; � aaE2 w= -- E LN ,0a0---, % in accordance with chapter 4 2 " °'° ° _ °' '� ° _ �N O U N N N N 3000 psi Air Entrained cast-in-place concrete - ° ° n o� o ° TOP OF S BFLOOR _ _ wall on cast-in-place Concrete Wall Footing per �.� _ 0,-C) in ' ° TOP OF F UNDATION R403. refer to Foundation Plan for footing size & _ °Y aY o N,N 2 C O f0•- O• O C - - - - ° thickness. Concrete Horizontal and Vertical °s 0,.s 3 f 2•E 3 ° 3 ENGINEERED FIRE PROTECTION OF FLOORS: 1/ Da Reinforcement per Chapter 4. & gen note #6. = m " a Cn a) N~ in 0) ti FLOOR /2"GYPSUM BOARD ON ENTIRE a� t s E A; N ° yo `°0 3 0 b JOISTS CEILING ABOVE BASEMENT D Damproofing per R406. 2- 2x6 approved ATTACHED TO THE UNDERSIDE " ° "row treated Sill Plates, Sill Seal And Termite shield per � ° _�•� w � OF THE JOISTS. °, L=O_� C r= E2oa Section R318. Anchor bolts per Foundation Plan 2 " N � _ C 0 N Q R30CBATT p �� z'E� ¢&n a) C 0 ° ' a) c CL m acv °.. Continuous Ridge Vent INSULATION and 8403.1.6 �° ° °L '� / Bottom of .0 ° 3 Idge board � Footing to Dad I�;'li BASEMENT D` INTERIOR L N � ° y � � � � E n c ° n O WALL FINISH be 36" below R802.3.2 COLLAR TIES Grade Minimum �� T p. basement Slab <� Provide 1/2" Gypsum Wall Board on ceilings Ty p. BE NAILED with 4-10d TOP OF FO TING and walls except basement walls & clgs - unless BOX NAILS IN ACCORDANCE °' °' ° - - - - o noted. Min 1/2" Moisture Resistant Wall Board on WITH FASTENING SCHEDULE Ceiling and all walls in Bathrooms (humid areas) and 5/8" cement board on walls and ceilings in wet areas. RAFTER/CEILING JOIST HEEL /� Provide 5/8' Fire Rated gypsum wall Board on walls JOINT CONNECTION 2x4 CT @ 48" oC 12 SECTION !'1 SHALL BE NAILED � and ceiling located as per code, manufacturers TOGETHER IN ACCORDANCE 12 9 requirements and drawings. WITH TABLE R802.5.1(9) (SEE DWG-1 PORTABLE) 9 D _ WITH SIMPSON H2AAT EACH SCALE: 1 /4" - V-0" RAFTER TO STUD. ATTIC R806.3 R-30C BATT MIN. 1"AIR GAP INSULATION BETWN INSULATION AND SHEATHING TOP OF PLATE N R802.3.2 LAPPED JOIST D SHALL BE NAILED with 4-16d COMMON NAILS IN ACCORDANCE N W C6 WITH TABLE R802.5.1(9) INSULATION SCHEDULE Z C:) shall comply with Res-Check o insulation requirements of 2020 00 BEDROOM #2 q Q W Residentail code of NYS z U) J Q ENGINEERED Location R-value Thickness U)) TOP OF SUBFLOOR FLOOR JOISTS Flat Clg R-30c 8-1/4* " g - - - - ��, Floor(unheated space) R-30c 8-1/4" TOP OF PLATE - - - - Exterior 2x6 walls R-21 5-1/2" air seal walls to pass 3 air changes per hour Above grade attic walls R-15 3-1/2" All Glazing U = .30 SCGH: .30 ® ® INSULATION TT Doors-less than 50% glazing U = .40 0 ROOMFAMILY Door-more than 50% glazing U = .30 SCGH: .30 2 CAR GARAGE Other Specifications: • z 100% high efficiency lighting (CFL's or LED's) ENGINEERED • 5 3 air changes per hour a FLOOR • Z All Energy Star appliances TOP OF SUBFLOOR_ _ — JOISTS o R403.6 Mechanical ventilation shall be provided that ¢ Z o TOP OF FOUNC)ATION i YFI.UARAUtz 6LAL3 meets the requirements of section M1507 PITCH TO DOORS �j H R-30C BATT gas °' °' °' d ` '�� R403.7 Heating and cooling equipment shall be w 'a oM1 o D INSULATION U I� .fl LVL GIRDER sized in accordance with ACCA manual J by a o FIRE PROTECTION OF FLOORS: Certified third party rater. 1/2"GYPSUM BOARD ON ENTIRECD4: ct N CEILING ABOVE BASEMENT Aw 00 ATTACHED TO THE UNDERSIDE o Dab of THE JoisTs. a6 BASEMENT a _SECTION B TYP. BASEMENT SLAB TOP OF FOOTING !( Dor SCALE: 1 /4 V-011 0 PROVIDE FIRE BLOCKING IN ACCORDANCE WITH R302.11 OF THE RESIDENTAIL CODE. \ a