The URL can be used to link to this page

Home My WebLink About50232-Z �O4aof SOUIyo� Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46631 Date: 10/28/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 80 Deer Run Southold, NY 11971 Sec/Block/Lot: 79.4-17.18 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/14/2023 Pursuant to which Building Permit No. 50232 and dated: 01/18/2024 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, containing 4 bedrooms, finished basement, non-sleeping finished storage space above an attached garage, and covered porches, all as applied for. The certificate is issued to: Next Gen Design Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-23-1702 9/3/2025 ELECTRICAL CERTIFICATE: 50232 09/19/2025 PLUMBERS CERTIFICATION: Brian Watkinson 08/19/2025 A tho d Signature o�SUFFat,r�o TOWN OF SOUTHOLD ay BUILDING DEPARTMENT CCOD TOWN CLERK'S OFFICE oy . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50232 Date: 1/18/2024 Permission is hereby granted to: Brooksite Inc 74 Buckley Rd Patchogue, NY 11772 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approvals. At premises located at: 80 Deer Run, Southold SCTM # 473889 Sec/Block/Lot# 79.-4-17.18 Pursuant to application dated 12/14/2023 and approved by the Building Inspector. , To expire on 7/19/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $4,796.50 CO-NEW DWELLING $100.00 Total: $4,896.50 Building Inspector 4 TOWN OF SOUTHOLD BUILDING DEPARTMENT ' TOWN CLERK'S OFFICE OoUrnr.,`f� 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#: 50232 Date: 01/18/2024 Permission is hereby granted to: Next Gen Design Inc 170 Pentaquit Ave Bay Shore, NY 11706 To: Construct a new single-family dwelling with HVAC system as applied for per SCHD approvals. Amended 9/17/25-to include second story finished storage space. Not to be used for sleeping. Premises Located at: 80 Deer Run, Southold, NY 11971 SCTM#79.-4-17.18 Pursuant to application dated 12/14/2023 and approved by the Building Inspector. To expire on 07/19/2025. Contractors: Required Inspections: FOOTING/REBAR,FOUNDATION 2ND,FRAMING/STRAPPING,DRAINAGE,ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION , INSULATION, ELECTRICAL- FINAL, FIRE SAFETY INSPECTION, FINAL, PLUMBING , Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $4,796.50 CO-NEW DWELLING $100.00 ELECTRIC $580.00 Amendment Fee $160.00 ^' Total $5,636.50 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �yOOUNTY,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Brooksite Inc Address: 80 Deer Run City: Southold St: NY Zip: 11971 Building Permit#: 50232 section: 79 Block: 4 Lot: 17.18 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: Big Bear Electrical License No: 43841 ME SITE DETAILS Office Use Only Indoor rv- Basement F7 Service rV-1 Solar F Outdoor FV- 1st Floor rV-1 Pool F Spa F Renovation F 2nd Floor FV-1 Hot Tub r Generator F— Survey F Attic 17 Garage Battery Storage Id INVENTORY Service 1 ph rV Heat Duplec Recpt 108 Ceiling Fixtures 21 Bath Exhaust Fan 7 Service 3 ph r— Hot Water Gas GFCI Recpt 30 Wall Fixtures 11 Smoke Detectors 8 Main Panel 200AX A/C Condenser 3 Single Recpt Recessed Fixtures 139 CO Detectors 6 Sub Panel A/C Blower 3 Range Recpt Ceiling Fan 5 Combo Smoke/CO Transfer Switch UC Ligl Wafer 46 Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 93 4-LED Exit Fixtures Other Equipment: Fridge, MiniFridge(2), Oven, DW(3), Micro, Cooktop, Hood, W/D(2), (2)200A Panels (23)115ArcFault, (14)120ArcFault Breakers Notes: Two Story House w/ Finished Basement Inspector Signature: X Date: September 19, 2025 Sean Devlin Electrical Inspector sean.devlin(D-town.southold.ny.us 80DeerRunHouse �oSv�F91/r o Town Hall Annex �� G.y ho Tele e 1 54375 Main Road coP )1�� P.O.Box 1179 CIO Southold,NY 11971-0959 ��lpl � �ao� Sip 1 5 2025 . ar��n� BUILDING DEPARTMENT Ile ��.� chold TOWN OF SOUTHOLD �� CERTIFICATION Date. 6 Building Permit No., E O � 3 2 Owner: M q !Lk a r,e4 A LA (o �- (Please print) Plumber:' "V. (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) `Sworn to before me this I day'of U5� , 20 2� PATRICIA Notary Public,State of New York No.01 OHti;sg4032 Qualified in Suffolk County ( �`` L Commission Expires December 03, Z (, Notary Public, Sy��U1 t� County 1 ®�� OF 50Ulyolo f # TOWN OF SOUT14OLD BUILDING DEPT. Comm 631-765-1802 INSPECTION [ q FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: lacyo a 0ons�z Na,k d'Vl rvl OLS a-f'l ak- DATE •aO•a INSPECTOR pF50UryO� -- ----- - -- # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION v)O-I'I [✓f FOUNDATION 1ST to oAf-- [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �baurz 0-,5 eex, Attl �dr.1.5k 0 ce-- v, !I yte e�s >2 ii? Q en DATE ag INSPECTOR ho�aoFsouryO� # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] F UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ,Z94 DATE -T a`t' INSPECTOR of SOUlyo�o # TOWN OF SOUTHOLD BUILDING DEPT. y'cOUrm, 631-765-1802 INSPECTION [ ] FO NDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 42 egew DATE 8 INSPECTOR ho�apf SOUTyO� TOWN OF SOUTHOLD BUILDING DEPT. °`y�ouun� 631-765-1802 INSPEC . ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ vrFRAMING /STR� [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: pow q_- 11 - .t b ejupubiq DATE INSPECTOR oF so * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING ✓]FRAMING /STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [. ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: AMeM, J`/Zotw//l o� ��( GGiR,rtges- �eyovT ,t .s'kwG ygm-1. A-e A r 4,1 � c,4�, r., �r y�'►�c s pae:e- oae — / `tnAoteg 'k5 'Pex Flow ok 01.4x I,e V. 1c l" Swots 4o coAti ve I oC. Pk4k -aeA4 qe a.d� %t , la.� ��vd s 2.c- �i4 k-f /�cn.g yes 1 P/v hl sv fp Ucs A re,4 --a be p"ss v.¢i c 1 AwCi n Spe rm DATE �� _ f -INSPECTOR y D�39 �o�aoE SO(/T�olo TOWN OF SOUTHOLD BUILDING DEPT. coU 631-765-1802 INSPECTION ' [ LB .] FOUNDATION 1ST/ REBAR [;1�`ROUGH P G [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ K 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: 6UWAkYSGd e v �GL. 0-0 Ue v� 94 wn - IL(� o►n mil- c�-d GS SSV o� Vl .� ovf d" w r, w; ( L ._ DATE INSPECTOR OF SOUK,°� # # TOWN OF SOUTHOLD. BUILDING DEPT. courm, 631-765-1802 v INSPEC p ON [. ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ ] FOUNDATION 2ND. [ ] INSULATION/CAULKING. . { ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [: ] FIRE'RESISTANT CONSTRUCTION - [ ] FIRE RESISTANT.PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: tw� �c!/L �ON� ��(!� ��U✓gip R DATE INSPECTO TE SOOTyOIo ®� ✓ c� ® beer 6(` A # . # TOWN OFSOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] :FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] ' FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: W*Ko�r_ houk�w ///"0,- 1 1 v DATE 019N INSPECTOR `�o ol 3 ��OF soOlyo " TOWN OF- SOUTHOLD BUILDING DEPT. coU►�� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT-PENETRATION. [ ] .ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: of 0 . mm�1 45 M owe'e- JIME. P'5 V/�S npeat,� eyap, Pooz (�oaow DATE 4 ' -a INSPECTOR pF 50UTy�� TOWN OF SOUTHOLD BUILDING DEPT. . 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [A-tg'SULATION/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: I VA,5U A-A OVA J-p C O yee, DATE • ? . INSPECTOR /�/ ho�aOF soUTyolo 50 l/5 (/ e'L/ - * # TOWN OF SOUTHOLD BUILDING DEPT. "'oum,��'' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: IT/w J`f-OC9 �- ' rnl �S nn ESQ U/'I On C XT y- S-10A Core DATE F-2 INSPECTOR SO� OF 50UTyoFlo # TOWN OF SOUTHOLD BUILDING DEPT. "'oulm, � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ �INAL PJ- [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 4�.eo , /wm 'Ale a'ool2.. ry cs'!�.v S '1"� G✓/�OwS of®t12S. Cel�(22C.�` 8�12. {�Q/h15� f12.�6C.-� ?y ��77J2f�1 �0 GcJ��• ��c �,.?�l/2-� U�dC dh ce,�K-�i� � ��• ,9-f ae.�.s o h a hase��- inP&5�- oe 2 0.o- DATE -/S-aS INSPECTOR pf 50GTyO �( `# TOWN OF SOUTHOLD BUILDING DEPT. IOU M10 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: s tan A t,& �p be, 4o P��- DATE �'�� INSPECTOR � r t a • f*' �S 0 � �A q, a � w r -Home Energy Rating Certificate Rating Date:2025-07-14 Final Report Registry ID: 052596029 Ekotrope ID: 2lmJkAxL HERS' • • Savings home'sYour -.is a relative 80 Deer • • • NY 11971 performance score.The lower the number, $ 7,540 / the more 5 energy - the home. Builder- Brian Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtul Annual Cost criteria of the following: Heating 92.5 $2,351 2020 New York ECCC Cooling 2.0 $112 2018 International Energy Conservation Code Hot Water 10.4 $262 Lights/Appliances 43.1 $2,332 Service Charges $120 Generation(e.g.Solar) 0.0 $0 Total: 147.9 $5,176 a} HERS'Index Home Feature Summary: Rating Completed by: tr w,.r,•.� HomeType: Single family detached -)y Model: N/A Energy Rater Michael Fauci c1-) rn „g 1 im Community: Single and Separate RESNET ID:8619824 Homes w Conditioned Floor Area 7,266ft2 Rating Company Energy Testing Services to u u u 720 Number of Bedrooms 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Z3 is C' Reference i�Oo Primary Heating System: Boiler•Propane•95 AFUE 631-244-2627 r� vra Home Primary Cooling System: Air Conditioner.Electric•145 SEER No 90 Prima Water Heating: Residential Water Heater.Pro Rating Provider. Building Efficiency Resources q 5 N —so Primary 9= pane•0.95 Energy Factor c�� cJ m House Tightness 1016 CFM50(0.64 ACH50) PO Box 1769 Brevard,NC 28712 n u eo Ventilation: 161 CFM•68.2 Watts•ERV 800 399 9620 � - ` Duct Leakage to Outside: Untested Forced Air 7Ms11ana Above Grade Walls: R-21 !I m Ceiling: Vaulted Roof,R-36 0 �,4 .20 Window Type: U Value:03,SHGC:0.28Zero Ener �i1 LC�,[ G fCi(!�G :�a.�,�4: no gy How o Foundation Walls: R-14 _. �i'� Framed Floor. R-30 Michael Fauci,Certified Energy Rater O101t1 ' Digitally signed:7/15/25 at 7:13 AM ek ••- • • • • • Energy savings calculated without modifications to the ene This rpr)nrr dnps nn nnqjjjjtP_ • . ."80 Net Run >Southold NY HERS'Index Score: Ratino Date:All 14,)02�HFPS Registry ID: 0!Q590029 Annual Estimates: Rating.Company:' Electric(kWh): 12.101.7 11nergyTOsting;Services Propane(Gallons): J;168 2 -Rating Provlde'r:. CO2(Tons): 11 8 BuIlding Efficiency Resources Ratingg Provider Address: Approx.Energy Cost $5,1.76" POt3oz`.1,7696revard,.NC 28712' Home Feature Summary: •o Singlefamllydetached,4 uo bedrooms, ,266fe E,Home:OSMOW ao Heating:95 AFUE - ,SO Cooling.145 SEER �m Reference� a�_�s Ito - Hot Water:0.95 Energy Factor Home 100 Air Leakage: od' •n 1016 CFM50(0.64 ACH50) 70 Ventilation: 161 CFM•68.2 W•ERV 4o ,nd,komo "Duct ITO:Untested Forced Air jD Above Grade Walls:R-21 x mroea�gy. �• Ceiling:Vaulted Roof,R-36 Home p Window:U:03.SHGC:0,28 °'°"""" Foundation Walls:R-14 . . • •- .80' Deer Run Southold, NY 11971 Builder:Brian August Model:N/A Community:.Single and Separate THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY i CODE Building Features Ceiling Vaulted Roof,R-36 Dud Supply R-8.0,Return R-8.0 Above Grade Walls R-21 Dud Leakage to Outside Untested Forced Air(Exempt) Foundation Walls R-14 Total Dud Leakage Untested(Exempt) Framed Floor R-30 Heating Boiler•Propane•95 AFUE Slab R-0.0 Perimeter,R-0.0 Under Cooling Air Conditioner•Electric•14.5 SEER Infiltration 1016 CFM50(0.64 ACH50) Water Heating Residential Water Heater•Propane•0.95 Energy Factor Window U Value:0.3,SHGC:0.28 As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein Is consistent with the building plans specifications. and other calculations submitted with the permit application.If rating is Confirmed,I certify thatthe address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Fauci Signature: Organization: Energy Testing Services Digitally signed: 7/15/25 at 7:13 AM Ekotrope RATER-Version 5.1.0.3668 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments r Ekotrope RATER is a RESNET Accredited HERS RatingTool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report Energy Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 80 Deer Run City: Southold Builder Name: Brian August Builder Tracking#. Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use addilional forms Jf nror e Than one CAZ or if home has mulliple heating systems or innler healers) Date of Test:..07-14-2025 Outdoors Temp During Test: 76 °F CA7,.,Dep►`ees�lriZrttiiiir' (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: NSA pa. CAZ Ambient CO: NIA PPM Test Pressure: NSA pa. Appliances/Fireplace Simulated for Test? Yes 0 No o Net Change: NSA pa. If Yes,Total CFM Simulated (explain in holes) NOTES: He(11ii1g System Primary: Yes II No Q Type: Furnace a Boiler,a Heat Pumper Other Q lnel:Trne:z I(enllnn Tine r Draft S i lrr a Sli_� /lrrne: CO CO Circta'Trr¢) (I'ds"oaJ) (Nrnrsi_C7rsil. (rVolrrral} - INors7Ccrse) (rlaluitill' L%Efin N❑PQ OQEn Np�Q141p s Q N/A Pa Pass❑✓_Fail O PassQT,-af❑ N/A PPM NIA PPM Yes �✓ T` e: StiltidardTankolndirect Tankless. o.o' Common Vent Water Heater Primary: No Instantaneous[✓, Coinm vial (SeeNoresbelow� s(cottons) Style _ _ Stand Alone Q s FrrelTi�ne-- J!erNure T.Gne 3 Draft, S�r/la e S Alta a(Natural) CO CO E rcienc (C s M,l i pe), N'ascrill (►Ysir se`Crrve) (fYnrrc Cast), /r4alurol):'. EF. 0.95 N[]P✓ZOaEO N❑MOS V NIA Pa.- Pass[]Fail[]'. Pass✓�Fai1[] N/A PPM N/A PPM Oven is Electric or No Oven Exists Oven:Range Hood Vented to Outside_Yes o.NoEJ Oven CO.I PPM Ambient_CO(During Oven CO Testing) o PPM l Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Fuel Type: N- =Natural Gas P=Propane O=Oil E=Electric 3 venting Type: N Natural/Atmospheric V Natural/Atmospheric PLUS Vent Damper M ='Mechanically Assisted S Sealed-(Two Pipe) NO 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+igiirdli s:of Venting Type,if the exhaust vent is accessible: Water Heater,Stvlc: 'c6mmo'rily Vented with Heating System or Stand Alone'(lnde ieridentl Vented or Or ihaned), s.Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless;enter efficiency of combustion source.: NOTE:: -if Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is,100 gtillons,or more,,enter;a maximurn-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 07-15-2025 Pro Seal Insulation LLC. ` 1612 Locust Ave. Unit-E Bohemia NY, 11716. ' (631) 455-5007 ' JI prosealinsuCaD-amail.com Affidavit of Installed Value 10/7/24 Customer: Job Address: Brian August 80 Deer Run Cell: 516-234-8303 Southold, NY 11971 Email: goodbizznezz@aol.com Description Job 1)Attic slopes* 9.5" open-cell foam insulation (R-37 value) 2)Attic slope spray foam insulation was mixed with DC-315 Fireproofing Retardant paint. 3) 1 st and 2nd-floor exterior walls* 5.5" open-cell foam insulation (R-21 value) 4) Garage ceiling* 8.5" open-cell foam insulation (R-33 value) 5) Basement walls and seal plate* 2" closed-cell foam insulation (R-15 value) 6) Fire block in electric cables by code and window foam in doors and windows. Material Listed Below: I hereby certify that Pro Seal Insulation LLC. I installed the following product. (UPBSI OC 500) Light Density Open-Cell Foam Insulation (UPBSI CC HFO) Medium Density Closed-Cell Foam Insulation. (DC-315) Fireproofing retardant Paint. OCROVE Orlando Ramirez Ortiz �Gr 9 2024 President Pro Seal Insulation LLC. BU UIXNGDEPT. TowN OF souwom ROO.&TF •, �y DC315 Intumescent Coatin 9 z 2 s ' Description DC315 is a single component,water based intumescent coating = tested to meet Building Code requirements for the fire protection of Spray Polyurethane Foam(SPF). Tested and evaluated in the USA by UL and ICC-ES, and in Canada by ULC and CCMC. - --- -- -- DC315 is fully AC456 Compliant and satisfies the International 1 Building Code(IBC), International Residential Code(IRC), National Building Code of Canada(NBCC)and many other National and ,J International building codes. DC315 offers more tested systems to meet interior thermal and ignition barrier requirements AND DC315 has been tested as a component of exterior wall systems in accordance with the NFPA ®C315 { ,285 and meets IBC Section 2603.5 with various architectural cladding options. The Choice is clear, DC315 is the most tested and approved fire ', a;.;;$LM! i protective coating for SPF insulation on the market today! DC315 Tested Solutions for Spray Polyurethane Foam •More certified full scale alternative Thermal and Specifications: Ignition Barrier tests over SPF Finish: Flat •Code Compliance Evaluated by IAPMO ER-499 and Color: Ice Gray,White and Charcoal Black ICC-ESR 3702 for the USA market 10.3 g/l TVOC •Code Compliance Evaluated by CCMC#14036-R and V.O.C.: 18.6 /l VOC Less Water ULC ER39793 for the Canadian market 9 •NFPA 285 Tested and Listed by UL File R40016 as a Volume Solids: 67% component of exterior wall systems with various architectural claddings Drying Time: To Touch:1-2 hours at 77'F& 50% RH recoat:4 to 8 hours -DC315 manufacturing facilities are 3rd party Listed and Inspected Type of Cure: Coalescence -Tested useful life, fire performance not compromised Flash Point: None after 50 years. Reducer/Cleaner: Water -Topcoat for color,weather and moisture protection, Shelf Life: 18-24 months(unopened) tested full scale via NFPA 286 -ANSI 51 testing for incidental food contact Packaging: 5-&55-gallon containers •Passed CA-1350-qualifies DC315 as a low-emitting 5-gallon pail-5B lbs. material for LEEDS and Green Building standards Shipping weight: 55-gallon drum-640 lbs. -Passed strict EPA-VOC and AQMD air emission requirements Application: Brush,roller,airless spray •No formaldehyde, RoHS -"Single Coat Coverage"on walls and ceilings QAI Listed: File 81117 -Meets Life Safety Code NFPA 101 P,IHAHE p� ' U ' I O CCMC m a s P FAm � QA EVALUATION 1�:�IJ{:L[[� C US 14036-R NFPA® *FOR USA ONLY-View our online Testing Matrix for a complete list of all foams DC315 has been tested and approved with as Thermal or Ignition barriers. International Building Code Fire Performance Requirements for SPF: The International Building Code(IBC) mandates that SPF be separated from the interior of the building by a 15-minute thermal barrier, or other approved covering. DC315 passed certified NFPA 286 testing over all major brands and types of open and closed cell spray applied polyurethane foams. This finished assembly testing, conducted by IAS certified testing facilities, complies with the requirements of 2012 IBC Section 803.1.2 and Section 2603.10., 2015 IBC Section 2603.9 and Section 803.1. Alternative Ignition Barrier Assemblies: DC315 meets the requirements for ignition barrier protection in unoccupied spaces as per AC 377,Appendix X. Exterior Wall Systems: DC315 has been tested as a component of exterior wall systems in accordance with the NFPA 285 and meets 2015 IBC Section 2603.5 with various architectural cladding options. National Building Code of Canada: DC315 prevents flashover for 10 minutes for Combustible Construction or 20 minutes for Non-Combustible construction when tested to the CAN/ULC S-145 Standard. This testing has been shown to exceed the protection of CAN/ULC S-124 tested materials and meets the Intent ofdNBC Section 3.1.5.12 for the protection of foamed plastics. European Union: DC315 has been tested over both medium density and low-density spray polyurethane foam and provides an EN13501- 1 Fire Classification of B-S2-DO. Australia and New Zealand: DC315 has been tested to the AUS ISO-9705 standard over spray polyurethane foam and meets Group 2 Classification. IS05660 (part 1 and 2)tests confirm Group number classification as 1 which allows for the addition of the thermal barrier coating to upgrade the fire rating of the underlying spray foam. END USE APPLICATIONS: DC315 is designed as an interior Fire Protective Coating used to protect spray foam insulation from the interior conditioned space of a building. DC315 can also be used in many different applications such as cold storage, parking garages and agricultural buildings by following a few additional steps to address these types of environments. When installing DC315 in unconditioned spaces the coating and the SPF are exposed to variations in environment that needs to be accounted for by the installer/end user, when designing the full system. Care needs to be taken to ensure that the correct products are specified based on the expected service or environmental conditions. Topcoats are not required to meet the certified fire testing however should be considered for use where/when conditions warrant. Suitability for a particular end use condition shall be determined by code and inspection authorities, architects, specifiers, contractors, installers or any end user of DC315. This guide does not purport to address all unconditioned or conditioned environmental concerns if any, associated with a specific project. Testing USA ' • ASTM E84-Flame Spread 0 Smoke 10 Australia/New Zealand NFPA 286-Complies with Acceptance Criteria of IBC/IRC AUS ISO 9705 • ASTM E2768-30-minute Ignition Resistant Material AS/NZS 1530.3 NFPA 285-Exterior Wall System with various claddings AS 5637.1 Group Classification 2, • NZBC Group 2-S Canada ISO 5660 Parts 1 and 2 • CAN/ULC S102-FSR 0 SDC 25 Physical Properties Testing • CAN/ULC S 101 —up to 1 hr assembly rating • ASTM D522 Flexibility, Mandrel Bend • CAN/ULC 9705-10-and 20-minute testing ASTM D4541 Adhesion pull off strength • CAN/ULC S-145—20 Minute Rating ASTM D4585 Moisture resistance for 100 hours • ASTM D4687/ASTM G154 Accelerated Weather European Union QUV 1000 hours • BS 476 Part 6 &7 ASTM D3359 Tape Adhesion • BS EN ISO 11925-2 ASTM D2486 Scrub Resistance • EN 13823 ASTM E661 Durability, Impact, Concentrated • EN 13501 Classification B-S2-d0 load t•EP•OOf tF i hitei-iiatioizal Fireproof Techtralog),Itrc. .• International FireproofTectnology,Inc. Office:949-975-8588 �!11 s The 1:7t8uurr in Firevap surudmis and Fier Prdmcrire courG4gc 17528Von Kansan Ave.Irvine,CA92614 Web Site:www.pairtoprotect.com Rev.10/29/2020 �� __, Email:ptp@painttoprotect.com I rNl:7N i "Best.Practices" & Application Guide For use by code and inspection authorities, architects, specifiers, contractors, installers or,any end user of IFTI products To confirm the installation complies with"IFTI's Best Practices"and DC315 at 507 to 80°F at all times. Do Not store DC315 on concrete is compliant with Code Evaluation Reports,applicators shall ensure floors during winter months. Do not store in direct sunlight. IFTI copies of all application documents are available on site and the recommends an ideal installation temperature range of 62°F to 90°F. application of DC315 meets their intended needs. Installation Contact IFTI.for applications outside these temperature ranges. documents can be downloaded at www.painttoprotect.com Call IFTI at 949.975.8588 for current copies or with questions. _ Humidity: Ideal conditions are 50-65% relative humidity. Curing times Job Work Records and Jobsite Labels are an excellentrway to track are significantly affected when humidity levels exceed 70%. It is your installations and confirm compliance to your Building Official imperative that humidity is monitored throughout the application or Authority Having Jurisdiction. In`the event of a concern on a job and curing process. 65% humidity at the beginning of the job will the installer can provide documented proof of the installation, use quickly rise.as the coating is installed. Continue monitoring humidity these forms for all thermal or ignition barrier projects. as the coating cures until equilibrium is achieved. For additional Prior to Applying DC315:Adhesion of a coating to SPF requires the information on using DC315 in high or low, humidity Download a foam surface to have a slight profile or texture like an orange peel. copy of our Ventilation Guide, or this Guide on Moisture Control In (click here for our video) Smooth, glossy foam surfaces should be Spray. Foam Homes contact IFTI .at 949.975.8588 or email us at ptp@painttoorotect.com. flash coated with a light 3 - 4 mils Wet Film Thickness (WFT)'of DC315 before'applying the full'a.pplication.'Flash coating is a quick burst of DC315 or a primer*, via airiess sprayer over an area Ventilation: Fans may be required to -circulate the air needing treatment. *Note-primer is required for all applications during application, especially in high or low humidity.Air flow must in Canada refer to CCMC#14036-R. be across the area DC315 was applied, but'not directly on it: If the relative humidity is, greater than 85% . at the end of Allow foam to cure and cool to ambient conditions prior to spraying and cross ventilation is not drastically,reducing it, then a applying DC315,minimum i hour. mechanical industrial dehumidifier is required. Download a copy of Surface Preparation:All surfaces to be coated must be clean,cured, our Ventilation Guide, or this guide on the , importance of firm, dry and free of dust, dirt, oil, wax, grease, mildew, and ventilation in spray foam tight homes. efflorescence. The quality of any application is only as good as the surface preparation that precedes the application. DC315 has IMPORTANT- Mechanical ventilation, if not already present, may excellent bonding characteristics and will adhere to most sound, be required to remove moisture and avoid the accumulation of clean,foam surfaces.-Verify that the surface of the'foam is free of odors. When spraying in enclosed spaces, such as- attics use an gouges, holes, and "exposed cells. Also, verify the surface is stable, "exhaust" blower at one end of the enclosed space and run a hose and not crumbling or deteriorated. If any such defects are found, to the exterior 'of the 'building for removing stale�air. Using a make sure to repair them prior to proceeding "supply" blower at the opposite end of the enclosed space and a Material Preparation: DC315 must be ' 'thoroughly mixed hose from the exterior to maintain a negative pressure compared to before application. It is required 'to perform mechanical stirring the surrounding area, maintaining at least 0.3 air changes per hour with a medium speed drill and a paddle appropriate for the size for 48-72 hours following application. container you are working from. Contents should be stirred from Improper installation practices that do not address temperature, the bottom up making sure to scrape the bottom and sides with a humidity.and ventilation may impact on the coatings ability to cure paint stick as you go. Contents should be stirred to a creamy and should be'avoided. consistency with'no lumps. Continue mixing for 4-5 minutes per 5- gallon pail, 15-20 minutes per 55-gallon drum. Thinning is Application Equipment: It is recommended to apply DC315 with an usually not needed. If DC315 has been exposed to high heat, airless sprayer to achieve a more consistent mil thickness. In water may evaporate from the plastic 5-gallon container. If the challenging areas where an airless sprayer is not practical, DC315 paint level is below 3 inches from the top of the container, can be applied by brush or roller. Download a copy of our continue to mix and SLOWLY add just enough water to restore a Recommended Sprayers Guide sprayable consistency. Use Caution not to add to much water When using airless spray equiprent ensure the equipment has a or product will run and drip during application. Check out our volume output not less than 1.0 gpm (gallons per minute) at an Video on Mixing operating pressure of 3000 psi. Remove all filters from Machine DC315 Viscosity: DC315 is a 10,000 - 12,000 viscosity coating at and gun (if present). Proper atomization requires proper pressure 75°F. When you open a container of DC315 it may appear thick and delivery of coating to the spray gun:.`' before it is mixed, ensure proper temperature and remix for 4-5 minutes and recheck.Thin with water only if required as described Use the following rules for hose,diameter&length: under material preparation. • Min.3/8" ID up to 75' Temperature:PROTECT FROM FREEZING DURING SHIPMENT, • Min 1/2"ID up to 200' STORAGE,AND USE. DC315 is water-based coating which will freeze • Min 3/4" ID greater than 200' and become unusable at temperatures below 32°F. Do Not store . Min 3/16"ID&Max 6'L for whip hose J. material at temperatures below 50°F. Do Not apply DC315 when Always place larger diameter hose sections nearest the pump. We ambient air and substrate temperatures fall below 50°F.Store recommend using a gun tip with an orifice size of .517 - .525 depending on machine size and application conditions. Proper equipment and settings are key to ease of application.: Remove all filters from machine and gun. DC315 requires high Measuring Wet Film Thickness(WFT) pressure to atomize the coating at the spray tip, correct g Y Y p easier n 9�.�. A.:� atomization will yield a more consistent spreadrate an coverage of uneven surfaces. Ensure you match our tip size to 1 2 3 4 your machine - this is critical to ensure correct pressure' at the �_= r,,toi7oP.r«r�+� ^' spray tip.If the spray pattern has fingers or tails,then the pressure should be increased. If the maximum pressure of the sprayer is not LJ enough to achieve a good spray pattern,a spray tip with a smaller orifice should be used. Figure 1 Figure 2 How to Use a Wet Film Thickness Gauge: A WFT gauge is designed to. give the spray applicator immediate Wet mil r` measurement of the film build that has just been sprayed. Download our How To Measure Wet Film Guide or Watch our. Video Technique: When placing the gauge on a freshly painted A good spray pattern indicates that the paint or coating is area, the gauge must be placed at a 90-degree angle to the completely atomized and distributed evenly on the surface. Hose substrate and pressed firmly to ensure correct depth. The length should be appropriate for your machine and always ensure applicator also needs to be aware of variations in the surface that your feed hose is larger than your whip. Having a smaller whip will may influence the reading. For example, if the surface is not serve to re-pressurize the coating at the spray gun and assist in perfectly flat, one direction may give a more accurate reading correct atomization of the coating. than the other. Spraying DC315 for Maximum Yield: If this is the first time using To use the WFT gauge, place the gauge directly on the wet area DC315 we suggest testing a pre-measured area to get a feel for just sprayed as described above. See figure 2, the notches will spraying and yield. Example, if the job requires 14 wet mils or 115 indicate the measured film thickness. For example, if the 18-mil ftz per gallon, then a 5-gallon pail would cover 575 ftZ. Monitoring notch is wet and the 20-mil notch is dry, then the wet measured the amount of material used for the area coated will ensure thickness is 18 mils. applicators are meeting the fire rating while avoiding over application. Medallions (Optional): For Wet and Dry Film Thickness Overlapping Technique:Check out our video on the overlapping verification and ease of measuring the applied coating, IFTI technique which helps ensure that an even amount of coating was suggests placing metal plates (aka Medallions) to the surface of sprayed onto the surface.The spray gun should be aimed so that the foam, roughly 1 per 400 sq ft depending on project size, the tip points at the edge of the previous stroke,therefore applicators shall use common sense for appropriate the number overlapping each stroke by 50%.To.maximize efficiency when and use of medallions. These plates are available at most spraying on broad or open surfaces(e.g.ceilings and bare walls), hardware stores. IFTI recommends writing the job date and the outside edges of walls should be applicator name on the back of each plate. Measuring WFT on the sprayed first.The middle can then be { front side of the plate will give the most accurate reading. Collect sprayed quickly requiring less precise these plates at the end of the job, touch up, and keep them on strokes.Given the inherent surface file or at the job site. Medallions allow for future verification of contours of SPF,we suggest spraying a' the Dry Film Thickness (DFT) using: calipers, .micrometers, side to side followed by an up and electronic or magnetic measuring tools. They are a great tool to downstroke,referred to as Cross present your code official or Fire Marshall Hatch or X-Out pattern. Coverage Rates: + ' • ... Check appropriate test or evaluation report for required wet film ,� ;� '� �» thickness(WFT)and gallon per square coverage required to meet the specified rating required for your jurisdiction. ;. I�II� P 2 <,. • X Theoretical coverage is listed belowWET Sq.Ft.Per Gallon Sq.Ft. Per 5 Gallon 4 WFT 1 400 Sq.Ft.Per Gallon 2000 Sq.Ft.Per 5 Gallon 14 WFT 115 Sq.Ft.Per Gallon 575 Sq.Ft.Per 5 Gallon 24 WFT 67 Sq.Ft.Per Gallon 335 Sq.Ft.Per 5 Gallon To calculate your Theoretical Application Rate(TAR)in gallons per r 100 square feet,use the following equation:TAR=(WFT)/16. ib Actual coverage rate will vary based on surface texture,over-spray, and miscellaneous losses.it is very important that additional material be added to the theoretical quantities to ensure that;the proper minimum coating thickness is applied. - - - General Safety, PPE, Toxicity, Health Data View our video on PPE Safety Data Sheets (SDS) are available on this coating Limited Warranty: material. Any individual who may come in contact This product will perform as tested if applied and with our products should read and understand the maintained according to our directions, instructions SDS. In case of emergency contact CHEMTREC and techniques. If this product is found to be EMERGENCY NUMBER at 800-424-9300. defective upon inspection by its representative, the seller will, at its option, either furnish an equivalent WARNING:Avoid eye contact with the liquid or amount of new product or refund the purchase price spray mist.Applicators should wear protective to the original purchaser of this product. Seller will clothes,gloves and use protective cream on face, not be liable for any representations made by any hands,and other exposed areas. retail seller or applicator of the product. THIS EYE PROTECTION:Safety glasses,goggles, or a face shield WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR are recommended. FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER PRODUCT, THE REPAIR OR SKIN PROTECTION:Chemical resistant gloves are REPLACEMENT OF ANY SUBSTRATE TO WHICH THE recommended,cover as much exposed skin area as PRODUCT IS APPLIED OR THE APPLICATION OF possible with appropriate clothing. REPLACEMENT PRODUCT, (2) ANY INCIDENTAL OR RESPIRATORY PROTECTION IS REQUIRED: Respiratory CONSEQUENTIAL DAMAGES, OTHER LIMITATIONS protective equipment, impervious footwear and protective APPLY. clothing are required at all times during spray application. INGESTION:Do not take internally. For the complete terms of the limited warranty, go to www.painttoprotect.com. Some states/provinces Consider the application and environmental do not allow the exclusion or limitation of incidental concentrations in deciding if additional protection is or consequential damages, so the above limitations necessary. may not apply to you. To make a warranty claim, write to Technical Service: Limitations: International Fireproof Technology, Inc. DC315 is designed as an interior Fire Protective Coating 17528 Von Karman Avenue used to protect spray foam insulation from the interior Irvine,CA 92614 conditioned space of a building. DC315 can also be used in many different applications such as cold storage,parking Or email Customer Service at ptp@painttoprotect.com garages and agricultural buildings by following a few additional steps to address these types of environments. When installing DC315 in unconditioned spaces the coating and the SPF are exposed to variations in environment that needs to be accounted for by the installer/end user,when designing the full system.Care needs to be taken to ensure that the correct products are specified based on the expected service or environmental conditions.Topcoats are not required to meet the certified fire testing however should be considered for use where/ when conditions warrant.Suitability for a particular end use condition shall be determined by code and inspection authorities,architects,specifiers,contractors,installers or any end user of DC315.This guide does not purport to address all unconditioned or conditioned environmental concerns if any,associated with a specific project. i y`i�aooF..Fo Intemational Fireproof Technology,Inc. Office:949-975-8588 hrtcrrurtin,ru[l Firep►•oof Teclutology/sic. P °�'' 17528 Von KannanAve.INne,CA92614 Web Site:www.painftoprotect.com The(YBnrule in FiresroP 3niruions nuJ Firc Prorerfire Gnuingr ' I Rev.11/2K(126 y�u:�a° Email:ptp@painttoprotect.com { 1 SOUDAL Technical Data Sheet Soudafoam FR Revision: 22/12/2020 Page 1 from 2 Technical data Basis Polyurethane Consistency Stable foam, thixotropic Curing system Moisture curing Skin Formation (FEICA TM 1014) 9,5 min Cutting Time (FEICA TM 1005) 90 min Density" Ca. 25 kg/m3 Sound insulation (EN ISO 717-1) 62 dB Thermal conductivity (A) (EN 12667) 0.034 W/m.K . Box Yield (FEICA TM 1003) 750 ml yields ca, 30 1 of foam Joint Yield (FEICA;TM 1002) 750 ml yields ca. 17 m of foam Shrinkage after curing (FEICA TM 1004) <6 % Expansion after curing (FEICA TM 1004) < 1 %. Expansion during curing (FEICA TM 1010) Ca. 86 % Compressive strength (FEICA TM 1011) Ca. 104 kPa Shear strength (FEICA TM 1012) Ca. 43 kPa Temperature resistance" -40 °C till+90 °C (cured) **This information relates to fully cured product. Soudal IdV uses test methods approved by FEICA designed to deliver transparent and reproducible test results,ensuring customers have an accurate representation of product performance.FEICA OCF test methods are available at: hftp://www.feica.com/our-industry/pu-foam-technology-ocf.FEICA is a multinational association representing the European adhesive and sealant industry,including one-component foam manufacturers.Further information at:www.feica.eu Product description • Sealing of fire retardant joints in walls and Soudafoam FR is a one-component, self- ceiling. expanding, ready to use polyurethane foam. • As part of the'Soudal Fire Range' Soudafoam FR is a PU-foam with fire retardant assortment for penetration seals and joints. characteristics according to the European • Sealing of all openings in roof standard EN 13664. constructions. • Apply of an acoustic baffle Properties • All foam applications in static joints. , • Fire resistant in a joint(EN 1366-4) • High filling capacity Packaging • Good adhesion on all surfaces(except PE, Colour. pink PP and PTFE). Packaging: 750 ml aerosol'(net) • High insulation value, thermal and acoustic • Very good bonding properties. • Gas-and flame proof up to 240 minutes in Shelf life a joint 12 months unopened'and stored in dry and • Water resistant(not watertight) cool conditions(Between 5 and 25 °C), Upright • Not UV-resistant storage is recommended. Applications • Installation of fireproof doors and windows. Remark:This technical data sheet replaces al previous versions.The directives contained in this documentation are the result of our experiments and of our experience and have been submitted in good faith.Because of the diversity of the materials and substrates and the great number of'possible applications which are out of our control,we cannot accept any responsibility for the results obtained.Since the design,the quality of the substrate and processing conditions are beyond our control,no liability under this publication is accepted. In every case it is recommended to carry out preliminary experiments.Soudal reserves the right to modify products without prior notice. Soudal (UK) Limited Unit A, Tame Park, Vanguard UK-Tamworth B77 5DY Tel: +44 1827-261.092 Fax: +44 1827-284.454 www.soudal.com 1 SOUDAL Technical Data Sheet Soudafoam FR .Revision: 22/12/2020 Page 2 from 2 Application method . Testresults for penetration seals and/or Shake the aerosol can for at least 20 seconds. joints with Soudafoam FR are freely Put the adapter on the valve. Moisten surfaces accessible in the `Fire Range Application with a water sprayer prior to.application. For manual Penetration seals and Joints' on non-conventional substrates a preliminary the Soudal Website. The corresponding adhesion test is recommended. Remove certificates can be obtained through the pressure from the applicator to stop. Fill holes Soudal sales representatives or trough the and cavities for 1/3, as the foam will expand. Soudal Website. Repeat shaking regularly during application. If you have to work in layers repeat moistening after each layer. Fresh foam.can be removed Environmental clauses using Soudal Gun & Foamcleaner or acetone. Leed regulation: Prior to using the Gun & Foamcleaner, test Soudafoam FR conforms to the LEED whether surfaces are affected or not. requirements. Low emission materials: Especially plastics and lacquer or paint layers Adhesives&Sealants. SCAQMD regulation can be sensitive to this. Cured foam can only 1168. Meets USGBC LEED requirements v4.1: be removed mechanically or with Soudal PU- Low-Emitting Materials-Adhesives& Sealants Remover. regarding VOC content. Can temperature: +5 °C -30°C. Ambient temperature: +5 °C-30°C. Surface temperature: +5 °C -35 °C Health-and Safety Recommendations Take the usual labour hygiene into account. Always wear gloves and goggles. Remove cured foam mechanically. Never burn away. Consult label and material safety data sheet for more.information. When.vaporizing (for example with a compressor), additional, security measures will be required. Use only in well ventilated areas. Standards and certificates • European Technical Approval Soudafoam FR- ETA 13/0280 CE-marked (BCCA-EC conformity CPR) • Joint Sound Reduction Test by IFT Various test and classification reports in various accredited testing institutes: IFT Rosenheim, ITB Poland, Warrington Fire Gent, Warrington Fire Australia, Efectis Netherlands, Efectis France, CSTB France, CSI Italy. Remark:This technical data sheet replaces al previous versions.The directives.contained in this documentation are the result of our experiments and of our experience and have been submitted in good faith.Because of the diversity of the materials and substrates and the great number of possible applications which are out of our control,we cannot accept any responsibility for the results obtained.Since the design,the quality of the substrate and processing,conditions are beyond our control,no liability under this publication is accepted.In every,case it•is recommended to carry out preliminary experiments.Soudal reserves the right to modify products without prior notice. Soudal (UK) Limited Unit A, Tame.Park, Vanguard UK-Tamworth B77 5DY Tel: +44 1827-261.092 Fax: +44 1827-284.454 www.soudal.com DHICA . I UPB NH • r — HO THERMAL INSULATION AND AIR BARRIER ESR-833 PRODUCT DESCRIPTION PRODUCT DATA UPBSI CC-HFO is a two-component, one-to-one by volume spray-applied polyurethane foam. UPBSI CC-HFO is a medium density spray foam designed to provide good thermal performance and a signifl cant controller of air infl iltration in an air barrier assembly. UPBSI HFO is low GWP and zero ODR PROPERTYOD VALUE R-VALUE @ 1" ASTM C 518 7.5 R-VALUE @ 3.5" ASTM C 518 24 CORE DENSITY ASTM D 1622 1.8-2.1 pcf OPEN-CELL CONTENT ASTM D 6226 <5% . DIMENSIONAL STABILITY ASTM D 2126 <7.66% TENSILE STRENGTH ASTM D 1623 46.9 Ib/inA2 COMPRESSIVE STRENGTH ASTM D 1621 32.2 psi., AIR PERMEANCE ASTM E 2178 <0.02 SURFACE BURNING CHARACTERISITCS ASTM E 84 Class-1 VISCOSITY-ISO AT 77F(CPS) 200 VISCOSITY-RESIN AT 77F 600-800 BURN CHARACTERISTICS PROPERTYTEST METHOD VALUE FLAME SPREAD INDEX ASTM E 84 <25 SMOKE DEVELOPMENT ASTM E 84 <450 IGNITION BARRIER ACC377X Complies with the applicable requirements of AC377 Appendix X for use in attics and crawl spaces without a prescriptive ignition barrier www.UPBSI.com-833-USA-FOAM-HFO CC 2.0 • DHICA NH 2 U F OH i � LD ^a NH �® N , I0 TEMPERATURE GRADES REACTIVITES AVAILABLE AMBIENT TEMPERATURE RANGE SUMMER+ > 95`F SUMMER 70°F- 95`17 REGULAR 50'F-70'F WINTER 30`F- 50'F POLAR 20°F- 35`17 APPLICATION PARAMETERS • • • 60°- 90` • 15*- 120` • • 15°- 120` • • • • • Less than 19% • Not to exceed 3.5" EQUIPMENT SETTINGS • •• • 1 10*- 1 30° • '• 1 10`- 130° • 110'- 13 0' • • 9 1 100- 1400 psi • 1:1 by Volume • 10 15 lbs./minute(i.e. 01-Graco AR4242) • • • • : 6 Months 'The values represented in the Equipment Settings chart provides initial optimum settings.Actual operating ranges will vary as ambient air;humidity,moisture,and substrate temperatures vary.Extreme conditions will aff ect the yield,adhesion and cured physical properties of the foam.Applicator must make adjustments as conditions vary. Disclaimer.The data herein is to assist customers who desire to use our products to determine if the products are safe and suitable for their applications.The data presented herein is not intended for use by non-professional applicators,or those persons who do not purchase or utilize this product in the normal course of their business.Customers further assume full responsibility for quality control,testing and determining whether the products are suitable for each individual application.To the best of UPBSI's knowledge,all technical data contained herein is true and accurate as of the date of issuance and subject to change without prior notice.NO WARRANTIES OFANY KIND,EITHER EXPRESSED OR IMPLIED,INCLUDING WARRANTIES OR MERCHANTABILITY OR FITNESS FOR A PAR77CULAR PURPOSE,ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS,DATA OR INFORMATION SET FORTH,OR THAT THE PRODUCTS,DESIGNS,DATA OR INFORMATION MAY BE SUED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS.IN NO CASE SHALL THE DESCRIPTIONS, INFORMATION,DATA OR DESIGNS PROVIDED BE CONSIDERED A PART OF UPBSI POLYMER'S TERMS AND COND171ONS OF SALE. www.UPBSI.com-833-USA-FOAM-HFO CC 2.0 r` A.L.pot J 'fly UPBSISpray ' Foam • • SOLUZION��` THERMAL INSULATION AND AIR BARRIER ESR-699 PRODUCT DESCRIPTION UPBSI OC is a two-component, 1-1 ratio by volume spray-applied polyurethane foam. UPBSI OC 500 is a high-yield, low-density, no-mix, spray-applied insulation foam,which contains zero ozone-depleting blowing agents and is designed to provide good thermal performance and a significant control of air infiltration of an air-barrier assembly.UPBSI OC 500 is 100%water blown and fully EPA compliant. PRODUCT DATA PROPERTY .D VALUE R-VALUE @ 1" ASTM C 518 4.1 R-VALUE @ 4" ASTM C 518 17 CORE DENSITY ASTM D 1622 0.5 pcf OPEN-CELL CONTENT. ASTM D 6226 >90% DIMENSIONAL STABILITY ASTM D 2126 <9.3% TENSILE STRENGTH ASTM D 1623 4.5 psi AIR PERMEANCE ASTM E 2118 <0.02 SOUND TRANSMISSION CLASS ASTM E90 38 NOISE REDUCTION COEFFICENT ASTM C 423 0.55 SURFACE BURNING CHARACTERISITCS ASTM E84 Class-1 RE-ENTRY PERIOD 2-Hours RE-OCCUPANCY PERIOD 6-Hours VISCOSITY-ISO AT 77F(CPS) 200 VISCOSITY-RESIN AT 77F(CPS) 320 BURN CHARACTERISTICS PROPERTY TEST OD VALUE FLAME SPREAD INDEX ASTM E 84 <25 SMOKE DEVELOPMENT ASTM E 84 <450 IGNITION BARRIER AC3VX TYPE WFT WALL CEILING APPLICATION RATE DC315 4 MIL MIN 8 INCH MAX 14 INCH MAX .25 GAU100 SQ FT FS-IB 6 MIL MIN 10 INCH MAX 15 INCH MAX .38 GAU100 SQ FT UPBSI-Open Cell 500-TDS UPBSI Spray Foam Made Easy THERMAL BARRIER NFPA286 TYPE WFT WALL CEILING APPLICATION RATE DC315 18 MIL MIN 10 INCH MAX 12 INCH MAX 1.1 GAU100 SQ FT UNVENTED ATTIC ASSEMBLIES CCRR 0354 LOCATION MAX THICKNESS(IN.) MIN THICKNESS(IN.) ROOF DECK 18" 3" ATTIC WALL 18" 3" *Consult with Creative Polymer Solutions Technical Department for Unvented Attic Guide drawings and specifications. APPLICATION PARAMETERS • • 60°—90° 40°—120' 40°—120" Less than 19% Not to exceed 6" EQUIPMENT SETTINGS • 120°-140° • 120°—140' 120"—140° 1100—1400 psi 1:1 by Volume 10-15 Ibs./minute(i.e.01-Graco AR4242) • 6 Months Disclaimer.The data herein is to assist customers who desire to use our products to determine if the products are safe and suitable for their applications.The data presented herein is not intended for use by non-professional applicators,or those persons who do not purchase or utilize this product in the normal course of their business.Customers further assume full responsibility for quality control,testing and determining whether the products are suitable for each individual application.To the best of Creative Polymers knowledge,all technical data contained herein is true and accurate as of the date of issuance and subject to change without prior notice.NO WARRANTIES OFANYKINO,EITHER EXPRESSED OR IMPLIED,INCLUDING WARRANTIES OR MERCHANTABILITYOR FITNESS FOR A PARTICULAR PURPOSE,ARE MADE REGARDING PRODUCTS DESCRIBED OR DESIGNS,DATA OR INFORMATION SETFORTH, OR THAT THE PRODUCTS,DESIGNS,DATA OR INFORMATION MAYBE SUED WITHOUT INFRINGING THE INTELLECTUAL PROPERTY RIGHTS OF OTHERS.IN NO CASE SHALL THE DESCRIPTIONS,INFORMATION,DATA OR DESIGNS PROVIDED BE CONSIDERED APART OF CREATIVE POLYMER'S TERMS AND CONDITIONS OF SALE. UPBSI-Open Cell 500-TDS ENERGY STAR r Qualifie d HOmes Checklist r ` _ Thermal Bypass inspection Home AddrQSs: Thermal Bypass Crty: o State:�[(, y Inspection Guidelines Corrections Builder Rater I. Overall AIr Barrier Requirements: Needod Verlfled Vorifted N/A. and Thermal Insulation shall-be l Installed In full contact with sealed Interior and exterior air barrier except for alternate to Interior air b Battier Alignment under Item no.2 Wafis Ad'olnln Exterior Walls or Unconditioned S aces r Alf Climate Zones: artier 1.1 Overall Alignment Throughout Home 1.2 Garage Band Joist Air Barrier(at bays adjoining conditioned space) ❑ El ❑ 1.3 Attic Eave Baffles Where Vents/Loa(jage Exist ❑ ❑ ,Only at Climate Zones 4 and Highor. ❑ ❑ 1.4 Slab edge Insulation(A maximum of 25%of the slab edge may be uninsulated in Climate Zones 4 and 6. ❑ Best Practices Encoura ad,Not Ro d•; ❑ ❑ 1.5 Air Barrier At All Band Joists(Climate Zones 4 and higher) 1.6 Minimize Thermal Bridging(e.g.,OVE framing,SIPS,ICFs} ❑ ❑ ❑ 2. Wails Adjoining Regiirements; ❑ ❑ ❑ Exterior Wells or Fully Insulated wall aligned with air barrier at both interior and oxtorlor,OR Unconditioned .Alternate for Climate Zones 1 thru 3,sealed exterlorair barrier aligned with RESNET Grade 1 insulation full supported Spaces • Continuous lop and bottom plates or sealed blocking Y 2.1 Wall Behind ShowerlTub 2.2 Wall Behind Fireplace ❑ ❑ ❑ 2.3 Insulated Attic Slopes/Walls ❑ ❑ 2.4 Attic Knee Walls ❑ ❑ 2.5 Skylight Shaft Walls Q ❑ ❑ 2.6 Wall Adjoining Porch Roof ❑ ❑ 2.7 Staircase Walls ❑ [ ❑ 2.8 Double Walls ❑ ❑ ❑ 3, Floors between Requiremonts: ❑ ❑ ❑ Conditioned and •Air barrier is installed at any exposed fibrous insulation edges Exterior Spaces • Insulation Is Installed to maintain permanent contact with sub-floor above Including necessary supports e, blankets,netting for blown-In) • Blanket insulation Is verified to have no gaps,voids or compression, pp ( 9• staves for • Blown-in insulation is v 3.1 Ins ed(led to have ro er densll wilt)firm ackin ulated FloorAbove Garage 3.2 Cantilevered Floor [Ell ❑ 4, Shafts Requirements: ❑ ❑ Openings to unconditioned space are fully sealed with solid,blocking or flashing and any remainin ❑ caulk or foam(provide fire-rated collars and caulking where required)4.1 Duct Shaft 9 gaps are seated vyi�l 4.2 Piping ShafuPenctrations ❑ ❑ ® % ❑ 4.3 Flue Shaft El El ❑ 5, Attic/Calling Requirements: ❑ ❑ Interlace a All attic caulk, foam penetrations and dropped callings Include a full Interior air barrier aligned with instilalfon with any gaps full ❑ with caulk,foam or tape • Movable Insulation fits snugly In opening and air barrier Is fully gasketed 9 P y sealed 5.1 Attic Access Panel(fullygasketed and instrlale7 6,2 4tllc Drop down Stair(QrIiy gasketed and insulated) ji: ❑ 5,3 Dropped Calling/Sofrit(full air barrier aligned with Insulation} 5.4 Recessed Lighting Fixtures(ICAT labeled and sealed to drywall) 6.6 Whole-house Fan(insulated cover Common Walls Requirements: gasketed to the opening)Between Dwelling Gap between drywall shaft wall(I,e,,common walq and the structural framing be at Units bounds conditions8,1 Common Wall Betwee Dwelling Unitsafl exterior Home Energy Rating Provider. A? Home Energy Rater Company Name: ;�-- Rater Inspection Dale; r Builder inspection Date: Builder Company Name: Home Ener Rater SI,nature: lA. Builder Em Io ee Signature: -� Load Short Form Job: MF479 , Date: Nov 14,2023 System 1 By: Michael Faucl Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 ® �i Phone: 516-234-8303 2�2� �� deer �4n SEP 11 Design Information Htg Clg Infiltratio"Fl?Wn Of Outside db (°F) 19 82 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 52 7 Pressure/AVF 50 Pa/3591 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 . HEATING EQUIPMENT COOLING EQUIPMENT Make York Make Carrier Trade YORK BY JOHNSON CONTROLS Trade COMFORT 15 SEER2 AC Model TM9E040A10MP12 Cond 24SCA518WC0300 AHRI ref 203324410 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 38000 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.122 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Basement 2519 22150 4928 600 600 System 1 2519 22150 4928 600 600 Other equip loads 0 0 Equip. @ 0.87 RSM 4297 Latent cooling 1586 TOTALS I 2519 I 22150 I 5884 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightsoft 2023-Nov-16 13:13:40 '+- ws•7s r w Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 \ zcx ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Load Short Form Job: MF479 Date: Nov 14,2023 Fes'' System 2 By: Michael Faucl r' Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Design Information Htg Clg Infiltration Outside db (OF) 19 82 Method Blower door Inside db(OF) 70 75 Shielding/stories 3 (partial)/2 Design TD (OF) 52 7 Pressure/AVF 50 Pa/3591 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference (gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make York Make Carrier Trade YORK BY JOHNSON CONTROLS Trade PERFORMANCE 16 SEER2 AC Model TM9E040A10MP12 Cond 24SPA636WC0300 AHRI ref 203324410 Coil FZ4ANP048L AHRI ref 208024734 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 40000 Btuh Sensible cooling 23380 Btuh Heating output 38000 Btuh Latent cooling 10020 Btuh Temperature rise 31 OF Total cooling 33400 Btuh Actual air flow 1113 cfm Actual air flow 1113 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Dining Room 227 1684 2891 74 128 Entry 276 4374 1565 193 69 Kitchen 319 1379 4105 61 182 Laundry 75 842 802 37 36 Mud Room 65 287 104 13 5 Pantry 27 0 41 0 2 Powder 39 0 41 0 2 Study 227 2954 3118 130 138 Study Bath 73 624 143 28 6 Great Room 574 4287 7022 189 311 Master Bath 208 3248 1525 144 68 Master Bedroom 405 4411 3595 195 159 Master WIC 51 561 74 25 3 Master WIC 2 49 541 72 24 3 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ` wrights-oft- 2023-Nov-1613:13:40 A . u r�••-. .:. c n,., Right-Suite@ Universal202323.0.01 RSU30008 Page 2 +�� ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W f System 2 2614 25193 25098 1113 1113 Other equip loads 0 0 Equip. @ 0.87 RSM 21885 Latent cooling 3566 TOTALS I 2614 I 25193 I 25451 I 1113 I 1113 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .W rightso f , 2023-Nov-16 13:13:40 ..•,- ,,,n. Right-Suite®Universal 2023 23.0.01 RSU30008 Page 3 k6x ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Load Short Form Job: MF479 � System 3 Date: Nov 14,2023 �,,,,,,• By: Michael Fauci Energy Testing Services 164E Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Design Information Htg Clg Infiltration Outside db (°F) 19 82 Method Blower door Inside db(°F) 70 75 Shielding/stories 3 (partial)/2 Design TD (°F) 52 7 Pressure/AVF 50 Pa/3591 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make York Make Carrier Trade YORK BY JOHNSON CONTROLS Trade COMFORT 15 SEER2 AC Model TM9E040A10MP12 Cond 24SCA518WC0300 AHRI ref 203324410 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 38000 Btuh Latent cooling 5400 Btuh Temperature rise 58 °F Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.93 ROOM NAME Area Htg load CIg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) B2 Bath 66 1219 312 48 16 B2 WIC 42 484 67 19 3 B3 Bath 61 707 250 28 13 B3 WIC 47 92 22 4 1 B4 Bath 123 1105 644 44 33 B4 WIC 29 56 13 2 1 Bedroom 2 246 1734 2485 69 127 Bedroom 3 242 1710 2481 68 127 Bedroom 4 249 1926 2768 76 142 Hallway 231 681 135 27 7 Recreation Room 670 5425 2532 215 130 W/D 21 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " wrightsoft- 2023-Nov-1613:13:40 +�=:•a .•a.. ..:•. Right-Suite@ Universal202323.0.01 RSU30008 Page ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W System 3 2024 15139 11711 600 600 Other equip loads 0 0 Equip. @ 0.87 RSM 10212 Latent cooling 908 TOTALS I 2024 I 15139 I 11120 I 600 I 600 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightso 2023-Nov-1613:13:40 .• ft; Right-Suite®Universal 2023 23.0.01 RSU30008 Page 5 + '+ ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W BuildingAnalysis Job: MF479 7 Date: Nov 14,2023 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (°F) 70 75 Elevation: 7 ft Design TD (°F) 52 7 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 43.6 37.0 Dry bul b(T) 19 82 Infiltration: Daily range (T) - 12 ( I ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/3591 cfm • Component Btu h/ft2 Btuh %of load Walls 4.1 9883 44.6 Glazing 15.5 1718 7.8 Doors 0 0 0 Ceilings 0 0 0 Infiltratim Floors 1.0 2594 11.7 WAIa Infiltration 3.5 7954 35.9 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0Roors Total 1 1221501 100.01 Gmng Component Btuh/ft2 Btuh % of load Walls 0.5 1286 26.1 Glazing 10.3 1143 23.2 Doors 0 0 0 �I� Ceilings 0 0 0 Irk C1�r>; Floors 0 0 0 Infiltration 0.2 499 10.1 Ducts 0 0 Ventilation 0 0 Internal gains 2000 40.6 Blower 0 0 Gay Adjustments 0 rglip Total 4928 100.0 IrtiltrAm Latent Cooling Load = 1586 Btuh Overall U-value =0.054 Btuh/ft2-°F, Window/Floor Area =4.4% WARNING: window to floor area ratio=4.4%- less than 5%. Ad- Wrlyhtsoft, 2023-Nov-1613:13:40 �- Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 �^ ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Building Analysis Job: MF479 Date: Nov 14,2023 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Design Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (T) 70 75 Elevation: 7 ft Design TD (T) 52 7 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 43.6 37.0 Dry bulb(T) 19 82 Infiltration: Daily range (T) - 12 ( I ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/3591 cfm MEMO Component Btuh/ft2 Btuh % of load Walls 2.0 5525 21.9 Glazing 15.5 8138 32.3 GIs Doors 14.9 1276 5.1 Irrltallion Ceilings 2.0 1904 7.6 Floors 0 0 0 Infiltration 3.5 8351 33.2 Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Goring/ O§lirss Adjustments 0 moors Total 1 1251931 100.0 14 We • Component Btuh/ftz Btuh %of load Walls 0.4 1223 4.9 VMIS Glazing 23.8 12519 49.9 Doors 6.6 560 2.2 Ceilings 0.6 537 2.1 IrilffrdGirs Floors 0 0 0 Infiltration 0.2 524 2.1 Ducts 0 0 Ventilation 0 0 Ga�Iq Internal gains 9735 38.8 Blower 0 0 Adjustments 0 101111tila-i Total 25098 100.0 D Latent Cooling Load = 3566 Btuh Overall U-value=0.150 Btuh/ft2-°F, Window/Floor Area =20.2% Data entries checked. 'FJ*' Wrightsoft- 2023-Nov-161313:40 Right-Sude®Universal 202323.0.01 RSU30008 Paget MCA ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Buildin Analysis Job: Nov g 7 1 Date: Nov 14,2023 System 3 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Pesign Conditions Location: Indoor: Heating Cooling Montauk AP, NY, US Indoor temperature (T) 70 75 Elevation: 7 ft Design TD (T) 52 7 Latitude: 41°N Relative humidity (%) 50 50 Outdoor: Heating Cooling Moisture difference (gr/lb) 43.6 37.0 Dry bul b(T) 19 82 Infiltration: Dailyrange (T) - 12 ( 1 ) Method Blower door Wet bulb(°F) - 72 Shielding/stories 3 (partial)/2 Wind speed (mph) 15.0 7.5 Pressure/AVF 50 Pa/3591 cfm Component Btuh/ft' Btuh % of load Walls 2.1 3484 23.0 Glazing 15.4 2640 17.4 VNtlI Doors 14.9 314 2.1 lr#i trim Ceilings 2.0 3973 26.2 Floors 0.5 174 1.2 Infiltration 3.5 4554 30.1 Ducts 0 0 Piping 0 0 Humidification 0 0 °azi"g Ventilation 0 0 Adjustments 0 Lbas Total 1 1151391 100.0 ('lines TOT9311M Component Btuh/ft2 Btuh % of load Walls 0.5 771 6.6 WIs Glazing 20.6 3524 30.1 Doors 6.6 138 1.2 Ceilings 0.5 1063 9.1 Floors 0.1 24 0.2 Ga&g Infiltration 0.2 286 2.4 _IrbT-dCirs Ducts 0 0 Ventilation 0 0 Internal gains 5905 50.4 Blower 0 0 Adjustments 0 Cali Al Total 11711 100.0 Tfiltjcn Latent Cooling Load = 908 Btuh Overall U-value =0.224 Btuh/ftz-°F, Window/Floor Area =8.4% Data entries checked. WHQhtal t' 2023-Nov-1613:13:40 }�T(� Right-Suite(g)Universal202323.0.01 RSU30008 Page ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Project SummaryJob: MF479 NY~p� Date: Nov 14,2023 F�;; .f,'^rtY..[,.:f,i g; Sys tem 1� .. . <._=� .<-. By: Michael Fauci Energy Testing Services 1646 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Prooect Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Notes: Desicin Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 22150 Btuh Structure 4928 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 22150 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 4297 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa/3591 cfm Structure 1586 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 2519 2519 Equipment latent load 1586 Btuh Volume(fP) 25188 25188 Air changes/hour 0.33 0.15 Equipment Total Load(Sen+Lat) 5884 Btuh Equiv.AVF(cfm) 140 63 Req.total capacity at 0.70 SHR 0.5 ton Heating Equipment Summary Cooling Equipment Summary Make York Make Carrier Trade YORK BY JOHNSON CONTROLS Trade COMFORT 15 SEER2 AC Model TM9E040A10MP12 Cond 24SCA518WC0300 AHRI ref 203324410 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 38000 Btuh Latent cooling 5400 Btuh Temperature rise 58 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.122 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.76 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ' w�Igfitsoft 2023-Nov-1613:13:40 »y«•, .,-w. Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 ACON ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Project Summary Job: MF479 Date: Nov 14,2023 System 2 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Prooect Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary 'Sensible Cooling Equipment Load Sizing Structure 25193 Btuh Structure . 25098 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 25193 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 21885 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa/3591 cfm Structure 3566 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Area(ft� Heatin Cooling (none) 261T 2614 Equipment latent load 3566 Btuh Volume (ft3) 28413 28413 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 25451 Btuh Equiv.AVF(cfm) 147 66 Req.total capacity at 0.70 SHR 2.6 ton Heating Equipment Summary Cooling Equipment Summary Make York Make Carrier Trade YORK BY JOHNSON CONTROLS Trade PERFORMANCE 16 SEER2 AC Model TM9E040A10MP12 Cond 24SPA636WC0300 AHRI ref 203324410 Coil FZ4ANP048L AHRI ref 208024734 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 40000 Btuh Sensible cooling 23380 Btuh Heating output 38000 Btuh Latent cooling 10020 Btuh Temperature rise 31 OF Total cooling 33400 Btuh Actual air flow 1113 cfm Actual air flow 1113 cfm Air flow factor 0.044 cfm/Btuh Air flow factor 0.044 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.88 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigf�tsoft 2023-Nov-1613:13:40 C *«o• Right-Suite®Universal202323.0.01 RSU30008 Page August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Project Summary Job: MF479 Date: Nov 14,2023 System 3 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Promect Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Notes: Design Information Weather: Montauk AP, NY, US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 15139 Btuh Structure 11711 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh none Humidification 0 Btuh Blower e) 0 Btuh Piping 0 Btuh Equipment load 15139 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 10212 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3 (partial)/2 Pressure/AVF 50 Pa/3591 cfm Structure 908 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft� 2024 2024 Equipment latent load 908 Btuh Volume (ft3) 18217 18217 Air changes/hour 0.26 0.12 Equipment Total Load (Sen+Lat) 11120 Btuh Equiv.AVF(cfm) 80 36 Req.total capacity at 0.70 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make York Make Carrier Trade YORK BY JOHNSON CONTROLS Trade COMFORT 15 SEER2 AC Model TM9E040A10MP12 Cond 24SCA518WC0300 AHRI ref 203324410 Coil FMU4Z3000AL1 AHRI ref 207904371 Efficiency 95 AFUE Efficiency 13.0 EER2, 16 SEER2 Heating input 40000 Btuh Sensible cooling 12600 Btuh Heating output 38000 Btuh Latent cooling 5400 Btuh Temperature rise 58 OF Total cooling 18000 Btuh Actual air flow 600 cfm Actual air flow 600 cfm Air flow factor 0.040 cfm/Btuh Air flow factor 0.051 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.93 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. " w a'Igt�tsoft 2023-Nov-16 13:13:40 C� •,. .� r, Right-Sufte®Universal 202323.0.01 RSU30008 Page August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: MF479 Sys tem 1 Date: Nov 14,2023 4, i' ..,.• ,n y By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Inf• • For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.220/0.030 in H2O 0.220/0.030 in H2O Lowest friction rate 0.049 in/100ft 0.049 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 513 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Basement c 821 100 100 0.073 7.0 Ox 0 ShMt 54.5 245.0 st6 easement-A c 821 100 100 0.049 7.0 Ox 0 ShMt 76.0 375.0 st7 Basement-B c 821 100 100 0.073 7.0 Ox 0 ShMt 57.5 245.0 st7 Basement-C c 821 100 100 0.056 7.0 Ox 0 ShMt 82.5 310.0 st7 easement-D c 821 100 100 0.070 7.0 Ox 0 ShMt 40.8 275.0 st7 Basement-E C 821 100 100 1 0.076 7.0 Ox 0 ShMt 34.5 255.0 st6 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st6 Peak AVF 200 200 0.073 450 8.0 8 x 8 ShtMetl st2 st7 Peak AVF 400 400 0.049 514 11.3 8 x 14 ShtMetl st2 st2 Peak AVF 600 600 0.049 540 13.1 8 x 20 ShtMetl Detail.Return Branch • Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb2 12x23 600 600 62.0 0.049 561 14.0 Ox 0 ShMt Bold/italic values have been manually overridden - wright'soft" 2023-Nov-1613:13:40 ,v.m•. m... . Right-Suite®Universal 2023 23.0.01 RSU30008 Page 1 /CCA ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Duct System Summary Job: MF479 f Date: Nov 14,2023 System 2 By: Michael Fauci I n Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project Information For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.197/0.053 in H2O 0.197/0.053 in H2O Lowest friction rate 0.062 in/100ft 0.062 in/100ft Actual air flow 1113 cfm 1113 cfm Total effective length (TEL) 401 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Dining Room C 2891 74 128 0.065 7.0 Ox 0 ShMt 39.3 265.0 st5 Entry h 4374 193 69 0.062 9.0 Ox 0 ShMt 50.8 265.0 st5 Great Room C 3511 95 156 0.068 8.0 Ox 0 ShMt 26.5 265.0 st5 Great Room-A C 3511 95 156 0.064 8.0 Ox 0 ShMt 52.3 255.0 st5 Kitchen C 2053 30 91 0.069 7.0 Ox 0 ShMt 27.5 260.0 st4 Kitchen-A c 2053 30 91 0.074 6.0 Ox 0 ShMt 30.3 235.0 st4 Laundry h 842 37 36 0.069 5.0 Ox 0 ShMt 36.0 250.0 st4 Master Bath h 3248 144 68 0.063 8.0 Ox 0 ShMt 74.3 240.0 st5 Master Bedroom h 4411 195 159 0.064 9.0 Ox 0 ShMt 58.5 250.0 st5 Master WC h 561 25 3 0.067 4.0 Ox 0 ShMt 63.3 230.0 st5 Master WIC 2 h 541 24 3 0.071 4.0 OX 0 ShMt 55.5 220.0 st5 Mud Room h 104 13 5 0 0 OX 0 ShMt 0 0 Pantry c 41 0 2 0.071 4.0 Ox 0 ShMt 16.5 260.0 st4 Powder C 41 0 2 0.073 4.0 Ox 0 ShMt 25.8 245.0 st4 Study c 3118 130 138 0.075 7.0 Ox 0 ShMt 48.8 215.0 st4 Study Bath h 624 28 6 1 0.073 4.0 Ox 0 ShMt 43.0 225.0 st4 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 844 742 0.062 688 15.0 0 x 0 ShtMetl st1 st4 Peak AVF 256 366 0.069 554 11.0 0 x 0 ShtMetl SO st1 Peak AVF 1100 1108 0.062 794 16.0 0 x 0 ShtMetl Bold/italic values have been manually overridden -Fk wrightsoft" 2023-Nov-1613:13:40 Right-Suite®Universal202323.0.01 RSU30008 Page ACCN ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W DetailReturn Branch Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk W 12x 43 1113 1113 85.0 0.062 630 18.0 Ox 0 ShMt - - wrightsoft*' 2023-Nov-1613:13:40 Right-Suite(E)Universal202323.0.01 RSU30008 Page ACGN ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W f -- Duct System Summary Job: MF479 Date: Nov 14,2023 System 3 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.213/0.037 in H2O 0.213/0.037 in H2O Lowest friction rate 0.059 in/100ft 0.059 in/100ft Actual air flow 600 cfm 600 cfm Total effective length (TEL) 426 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk B2 Bath h 1219 48 16 0.070 5.0 Ox 0 ShMt 47.8 255.0 St8 B2 WIC h 484 19 3 0.076 4.0 Ox 0 ShMt 36.5 245.0 st8 83 Bath h 707 28 13 0.069 4.0 Ox 0 ShMt 33.8 275.0 St9 B3 WIC h 92 4 1 0.079 4.0 Ox 0 ShMt 25.8 245.0 st9 B4 Bath h 1105 44 33 0.069 5.0 Ox 0 ShMt 26.0 280.0 st9 B4 WC h 56 2 1 0.070 4.0 Ox 0 ShMt 14.0 290.0 st9 Bedroom 2 c 2485 69 127 0.070 7.0 Ox 0 ShMt 38.8 265.0 st8 Bedroom 3 c 2481 68 127 0.067 7.0 Ox 0 ShMt 25.3 290.0 st8 Bedroom 4 c 2768 76 142 0.070 8.0 Ox 0 ShMt 28.5 275.0 st8 Hallway h 681 27 7 0.073 4.0 Ox 0 ShMt 10.0 280.0 st8 Recreation Room h 2713 108 65 0.059 7.0 Ox 0 ShMt 52.0 310.0 st9 Recreation Room-A h 2713 108 65 1 0.062 1 7.0 1 Ox 0 1 ShMt 1 25.3 1 320.0 1 st9 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st9 Peak AVF 293 177 0.059 527 9.7 8 x 10 ShtMetl st3 st8 Peak AVF 307 423 0.067 543 10.8 8 x 14 ShtMetl st3 st3 Peak AVF 600 600 0.059 600 12.7 8 x 18 ShtMetl Bold/italic values have been manually overridden k wrightsoft" 2023-Nov-1613:13:40 �.� .w=.•:. ..M<,a r-� Right-Suite@ Universal 2023 23.0.01 RSU30008 Page ACGi� ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Return Branch Detail Table Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb1 12x23 600 600 63.8 0.059 561 14.0 Ox 0 ShMt - wrightsoft 2023-Nov-1613:13:40 Right-Suite®Universal202323.0.01 RSU30008 Page s �+� ...August-Lot 1 Deer Run,Southold,NY 11971.rup Cale=MJ8 Front Door faces: W w Manual S Compliance Report Job: MF479 Date: Nov 14,2023 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 4928 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 1586 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 6514 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SCA518WC0300+FMU4Z3000AL1 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 256%of load Latent capacity: 5400 Btuh 340%of load Total capacity: 18000 Btuh 276% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 22150 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: York Model: TM9E040A10MP12 Actual airflow: 600 cfm Output capacity: 38000 Btuh 172% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. - #- wriighttsaft, 2023-Nov-1613:13:40 ,.x�•: .�,- �. Right-Suite®Universal 2023 23.0.01 RSU30008 Pagel XCA ..August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Doorfaces: W Manual S Compliance Report Job: MF479 Date: Nov 14,2023 System Z By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • • For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 Phone: 516-234-8303 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 25098 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.0°F Latent gain: 3566 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 28663 Btuh Indoor RH: 50% Estimated airflow: 1113 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SPA636WC0300+FZ4ANP048L Actual airflow: 1113 cfm Sensible capacity: 23380 Btuh 93% of load Latent capacity: 10020 Btuh 281% of load Total capacity: 33400 Btuh 1171/o of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 25193 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: York Model: TM9E040A10MP12 Actual airflow: 1113 cfm Output capacity: 38000 Btuh 151% of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. Q -Pk wrightsoft" 2023-Nov-1613:13:40 -.. . r Right-Suite®Universal 2023 23.0.01 RSU30008 Page 2 ...August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Manual S Compliance Report Job: MF479 Date: Nov 14,2023 €°eta=:, >. - 1 System 3 By: Michael Fauci Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2627 Email:mfauci@energytestingservices.com Web:www.energytestingservices.com License:8619824 Project • . • For: Brian August (Lot 1) 88 Deer Run, Southold, NY 11971 I Phone: 516-234-8303 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 11711 Btuh Entering coil DB: 75.0°F Outdoor design WB: 72.07 Latent gain: 908 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 12619 Btuh Indoor RH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Carrier Model: 24SCA518WC0300+FMU4Z3000AL1 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 108%of load Latent capacity: 5400 Btuh 595%of load Total capacity: 18000 Btuh 143% of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.57 Heat loss: 15139 Btuh Entering coil DB: 70.0°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer: York Model: TM9E040A10MP12 Actual airflow: 600 cfm Output capacity: 38000 Btuh 251%of load Temp. rise: 50 °F Meets all requirements of ACCA Manual S. -'lam wright!s®fC" 2023-Nov-1613:13:40 Right-Suite®Universal202323.0.01 RSU30008 Page ACCX ..August-Lot 1 Deer Run,Southold,NY 11971.rup Calc=MJ8 Front Door faces: W Residential - Review • Form RPER 1 for - - • (Loads, • • 15 Mar 09 Hr�.n ci��agGairrxrs��:rn�ma Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): (Lot 1) 88 Deer Run, System 1 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions BuildingConstruction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces West Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 22150 Btuh Number of bedrooms: 0 Conditioned floor area: 2519 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 'F Windows Roof Grains difference: 37 gr/lb @50% RH Eave overhang depth: 0 ft _ Sensible heat gain: 5651 Btuh Internal shade: none Blinds,drapes,etc. Latent heat gain: 1819 Btuh DePlh -Agnloi Total heat gain: 7471 Btuh Number of skylights: 0 EQUIPMENTHVAC • 41 beati men t Data Cooling Eauinment Data Blower Data Equipment t �e: Gas furnace Equipment type: Split AC Heating cfm: 600 urnace,Hea ump,Boiler,etc. Ir Condltlone,Heat pump,etc. Cooling cfm: 600 Model: York Model: Carrier Static pressure: 0.60 in H2O TM9E040A10MP12 24SCA518WC0300+FMU4Z3000AL1 Fan's rated external static pressure for design alrtlow Heatinq�output capacity: �800� Btuh Total cooling capacity: 0 Btuh Heatp mps-capectyatwinterdesigngut 8 0, ditlons Sensible cooling capacity: 0 Btuh Aux. heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 600 cfm Longest supply duct: 451 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 62 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 513 ft Available static pressure(ASP): 0.25 in H2O Friction rate: .049 in/100ft Branch duct: Sheet metal Friction R ate=ASP+(T EL x I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, Town Municipality or Authority having jurisdiction use. *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -F�V wrightsaftx •-• *._-0�< Right-Suite®Universal 2023 23.0.01 RSU30008 Residential Review • Form RPER 1 • ASystem Design _ • (Loads, -• • Ducts) 15 Mar 09 f�rimix�Ga'4xzr<r�;rrr� . Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): (Lot 1) 88 Deer Run, System 2 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Buiding Construction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces West Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 25193 Btuh Number of bedrooms: 1 Conditioned floor area: 2614 ftz Summer Design Conditions Number of occupants: 5 Outdoor temperature: 82 °F Indoor temperature: 75 °F Windows Roc{ Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 28782 Btuh Internal shade: blinds save Latent heat gain: 4089 Btuh Blinds,drapes,etc. Deplli 4VinC,YY Total heat gain: 32871 Btuh Number of skylights: 0 HVAC EQUIPMENT • ,0 Beating-Eq.uipInmt_Qata Cooling ipment Data Blower Data Equipment type: Gas furnace Equipment type: Split AC Heating cfm: 1113 urnsce,Healpump,Boller,etc. it Candltlone,Heat pump,etc. Cooling cfm: 1113 Model: York Model: Carrier Static pressure: 0.60 in H2O TM9E040A10MP12 24SPA636WC0300+FZ4ANP048L Fan's rated external static pressure for design airflow Heatin�output capaci �8000 .Btuh Total cooling capacity: p Btuh Heat p mps-capac ty et Inter design out oor conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow: 1113 cfm Longest supply duct: 316 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 85 ft Trunk duct: Sheet metal Total device pressure losses: -0.8 in H2O Total effective length(TEL): 401 ft Available static pressure(ASP): 0.25 in H2O Friction rate: R ate=ASP�(TE& 2 in/100ft Branch duct: Sheet metal I declare the load calculation, equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County, . .. or "Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Pk- wrigihtsaft' I'll— Right-Suite®Universal 2023 23.0.01 RSU30008 Residential Plans Examiner Review • Form RPER 1 ACCK, for HVAC System - • (Loads, • • - 15 Mar 09 fv tixrSi�ayGa'c�rznt�t,-rnGa Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): (Lot 1) 88 Deer Run, System 3 HVAC LOAD CALCULATION (IRC M1401.3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 19 °F Orientation: Front Door faces West Indoor temperature: 70 of North,East,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 15139 Btuh Number of bedrooms: 3 Conditioned floor area: 2024 ft2 Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 °F Indoor temperature: 75 'F Windows Roof Grains difference: 37 gr/lb @50% RH Eave overhang depth: 1.0 ft _ Sensible heat gain: 13430 Btuh Internal shade: blinds E�t;c Latent heat gain: 1042 Btuh Blinds,drapes,etc. Depth fNinlow Total heat gain: 14471 Btuh Number of skylights: 0 EQUIPMENTHVAC • 40 Heating Equipment Data fooling Equipment Data Blower Data Equipment tpe: Gas furnace Equipment tvr)e: Split AC Heating cfm: 600 ornate,Healpump,Boller,etc. it canditio a,Heat pump,etc. Cooling cfm: 600 Model: York Model: Carrier Static pressure: 0.60 in H2O TM9E040A10MP12 24SCA518WC0300+FMU4Z3000AL1 Fan'sretedexternalsteticpressure}ordesign airflow Heatin%output capacity: �8000 Btuh Total cooling capacity: 0 Btuh Heatp mps-capacityatwinterdesignout oorconditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh DISTRIBUTIONHVAC DUCT •1 Design airflow: 600 cfm Longest supply duct: 362 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return duct: 64 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): 426 ft Available static pressure(ASP): 0.25 in H2O Friction ate:rictiooats=ASP+(rELq•pA9 in/100ft Branch duct: Sheet metal I declare the load calculation,equipment, equipment selection and duct design were rigorously performed based on the building plan listed above. I understand the claims made on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for *Home qualifies for MJ1AE Form based on Abridged Edition Checklist -Fk- wrightsoft Right-Suite®Universal202323.0.01 RSU30008 N41 Level 1 100 cfm 100 ctm 100 dm 100 cfm 7" 7 7" 7" 8" 7" 8., 9" 7, 4" 6" Bx8 14x8 15" Basement 4" 600 dm 18" 14" © 4, 5 7� 7" y�� 7" 18" 20x8 8" Mechanical Room 100 cfm 100 cfm Job#: MF479 Energy Testing Services Scale: 1 : 133 Performed by Michael Fauci for: Brian August Page 1 (Lot as Deer Run 1648 Locust Ave,Unit E RightSuite@ Universal 2023 Southold,NY Run Bohemia,NY 11716 23.0.01 RSU30008 Phone:631-244-2627 License:8619824 2023-Nov-16 13:14:39 Phone:516-234-8303 Www.energytestingservices.com mfauci@energytestingservices ...Deer Run,Southold,NY 11971.rup 1 N Level 2 ®-195 cfm 138 cfm—® 91 dm 2-156 dm 158 din—� 9--28 cfm Study Study Bath Kitchen Great Room Master Bedroom Z-91 cfm 24 cfm—� Z-2 dm 2 cfm fairs aster WIC 2 Powder Pant 13 dm 1113 dm Master WIC Mud Room Entry Dining Room N-25 dm Laundry Garage 37 dm S—128 dm 193 dm-® Master Bath ®-144 cfm Job#: MF479 Energy Testing Services Scale: 1 : 133 Performed by Michael Fauci for: Page 2 Brian August 1648 Locust Ave,Unit E Right-Suite@ Universal 2023 (Lot 1)88 Deer Run Bohemia,NY'11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:8619824 2023-Nov-16 13:14:39 Phone:516-234-8303 www.energytestingservices.com mfauci@energytestingservices ...Deer Run,Southold,NY 11971.rup N41 Level 3 127 cfm 127 dm 48 cfm108 cfm62 Bath T728 Bedroom 3 Bedroom 2 4 cfm • 4„ 7, 7„ 5„ 7" B2 WIC B3 WIC 19 cfm Recreation Room 4^ 600 dIU 18 x 8 Hallway 4 fl 10 x 8 14 x 8 4 Stairs 2 7" 4- 27 dm WAD B4 WIC 106 cfm 2 cfm 5„ e" OTB Bedroom 4 B4 Bath �44 dm 142 dm Attic Job#: MF479 Energy Testing Services Scale: 1 : 133 Performed by Michael Fauci for: Page 3 Brian August 1648 Locust Ave,Unit E Right-Suite@ Universal 2023 (Lot 1)88 Deer Run Bohemia,NY 11716 23.0.01 RSU30008 Southold,NY 11971 Phone:631-244-2627 License:8619824 2023-Nov-16 13:14:39 Phone:516-234-8303 www.ener testin services.com mfaucl ener gy g @ gytestingservices ,..Deer Run,Southold,NY 11971.rup New York ECCC 2020 UA Compliance Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run, Southold, NY 11971 Builder Initial House Design Brian August This report is based on a proposed design and does not confirm field enforcement of design elements. Building UA Elements IECC Reference As Designed Ceilings 89.9 115.0 Above-Grade Walls 212.8 205.3 Windows, Doors and Skylights 287.0 259.7 Slab Floor: 57.5 57.5 Framed Floors 15.8 11.3 Foundation Walls 138.6 111.7 Rim Joists 15.8 16.7 Overall UA(Design must be equal or lower): 817.4 777.2 Requirements QR402A.5 Total UA alternative compliance passes by 4-9%. The proposed home meets the UA requirement by 4.9% Q 402.3.2 Average SHGC:0-30 Max SHGC:0.40 Average SHGC of 0-30 is greater than the maximum of 0.40. R402-4.12 Air Leakage Testing A post construction blower door test is required to verify the air leakage meets the requirement. QR402.5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is [No Limit]. QR402.5 Area-weighted average fenestration U-Factor Q R404.1 Lighting Equipment At least 90.0%of fixtures shall be high-efficacy lamps,currently 100.0%are high- efficacy. _ R403.6.1 Mechanical Ventilation Efficacy Mandatory Checklist Mandatory code requirements that are not New York 2020 Mandatory Requirements must be checked as complete. checked by Ekotrope must be met. Q R403.6 Mechanical Ventilation Rate R403.3.4 Duct Leakage Testing QR403.5.3 Hot water pipe insulation Hot water pipes at least 314 in diameter must be insulated to R-3 at minimum. Design exceeds requirements for New York ECCC 2020 Prescriptive compliance by 4.9%. Name: Michael Fauci Signature: /11(c4ad?7aaci Organization: Energy Testing Services Digitally signed: 11/16/23 at 1:16 PM Ekotrope RATER-Version 4.2.0.3282 New York ECCC 2020 Prescriptive 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 Code Inspection Checklist Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run, Southold, NY 11971 Builder Initial House Design Brian August General Building Information Conditioned Area(sq ft) 7,266 Conditioned Volume(cubic ft) 94,869 Insulated Shell Area(sq ft) 13,440 The building energy model in Ekotrope reflects the building assemblies and energy features listed below.Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab Name:Slab(2,511 s.f.,246 ft. exterior perimeter) R-0 perimeter insulation, R-0 under slab insulation. Framed Floor Name:Ambient Floor(107 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Name:Garage Ceiling(229 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Foundation Wall Name: Foundation Wall (Exterior Perimeter[ft]:246, Height Above Grade[ft]:2, Depth Below Grade[ft]: 8) R-14 continuous insulation, R-0 cavity insulation Insulation Grade: I Fully insulated(top to bottom) Above Grade Wall t—I Name: Exterior Walls (3,585 s.f.) J--� R-0 continuous insulation, R-20.6 cavity insulation Insulation Grade: I El Name:Garage Walls (450 s.f.) 1 R-0 continuous insulation, R-20.6 cavity insulation Insulation Grade: I Energy Code Inspection Checklist Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run, Southold, NY 11971 Builder Initial House Design Brian August Name:Garage Attic Wall (297 s.f.) R-0 continuous insulation, R-20.6 cavity insulation Insulation Grade: I Rim Joist Name: Rim Joist Ambient(201 s.f.) R: 14.00 Name: Rim Joist Garage(45 s.f.) R: 14.00 Name: Band Joist Ambient (52 s.f.) R:20.60 Name: Band Joist Garage (45 s.f.) R:20.60 Ceiling / Roof Name: Roof(3,458 s.f.) R-0 continuous insulation, R-35.6 cavity insulation Insulation Grade: I Opaque Door Name: Front Doors(56 s.f.) R:5.00 Name:Garage Door(17.8 s.f.) R:5.00 Name:Storage Door(20 s.f.) R:5.00 Glazing Name:ff 1 w(Front)(13.8 s.f.), U:0.300, SHGC:0.3, Orientation:WEST 2 Name:ff 3 w(49.5 s.f.), U: 0.300, SHGC: 0.3, Orientation:WEST Energy Code Inspection Checklist Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run, Southold, NY 11971 Builder Initial House Design Brian August Name:ff 2 w(33 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 1 w(12.9 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 2 w(29 s.f.), U:0.300, SHGC:0.3, Orientation:WEST Name:sf 2 w(24.2 s.f.), U: 0.300, SHGC:0.3, Orientation:WEST Name:fd 2 s(Right)(31 s.f.), U:0.300, SHGC:0.3, Orientation: SOUTH Name:ff 1 s(10.5 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH Name:ff 2 s(27.6 s.f.), U:0.300, SHGC:0.3, Orientation:SOUTH Name:ff 1 e(Rear)(64 s.f.), U:0.300, SHGC: 0.3, Orientation: EAST Name:ff 2 e(192 s.f.), U: 0.300, SHGC:0.3, Orientation: EAST Name:ff 2 e(18 s.f.), U:0.300, SHGC:0.3, Orientation: EAST El Name:ff 1 e(13.5 s.f.), U:0.300, SHGC:0.3, Orientation: EAST Name:ff 1 e(64 s.f.), U:0.300, SHGC:0.3, Orientation: EAST Name:sf 2 e(12.6 s.f.), U: 0.300, SHGC:0.3, Orientation:EAST Name: sf 4 e(58 s.f.), U:0.300, SHGC: 0.3, Orientation: EAST Name:sf 2 e (29 s.f.), U: 0.300, SHGC:0.3, Orientation: EAST Name:fd 1 n(Left)(80 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH Name:ff 1 n(13.5 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH 3 Name:sf 2 n(27 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH Energy Code Inspection Checklist Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run, Southold,NY 11971 Builder Initial House Design Brian August Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only,24 hrs/day,30 Watts Mechanical Equipment Heating System 1 •Propane•33% Heating Load @ 95 AFUE Cooling System 1 •Electric•33%Cooling Load @ 16 SEER2 Heating System 2• Propane•33% Heating Load @ 95 AFUE Cooling System 2 •Electric•33%Cooling Load @ 16 SEER2 Heating System 3•Propane•33% Heating Load @ 95 AFUE Cooling System 3•Electric•33%Cooling Load @ 16 SEER2 Boiler •Natural Gas• 100% Hot Water Load @ 0.95 Energy Factor Air Leakage Control Test Status:To be blower-door tested House is air-sealed as to achieve 4,743 CFM50(3.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 4 2021 IECC Infiltration limit for the design home is 5 ACH50. Energy Code Inspection Checklist Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold, NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run, Southold, NY 11971 Builder Initial House Design Brian August Duct Leakage Duct System 1 All ducts and equipment within conditioned space Leakage to Outside specified as:25 CFM @ 25Pa(1 /100 ft2) Total Leakage specified as:25 CFM @ 25Pa(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage to Outside specified as:25 CFM @ 25Pa(1 1100 ft2) Total Leakage specified as:25 CFM @ 25Pa(Post-Construction) Duct System 3 All ducts and equipment within conditioned space Leakage to Outside specified as:25 CFM @ 25Pa (1.11 /100 ft2) Total Leakage specified as:25 CFM @ 25Pa(Post-Construction) Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. 2012 IECC Mandatory,2015,2018, &2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. * Note: IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes 5 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August General Building-Information Number Of Bedrooms 4 Number Of Floors 2 Conditioned Floor Area[sq.ft.] 7,266' . Has Electric Vehicle Ready Space No Unconditioned,attached garage? Yes Conditioned Volume[cu.ft.] 94,869 TotalUnits in Building 1 Residence Type Single family detached Number of Floors in Building Floor Number - Model Community RESNET/IECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A Foundation Wall Name Library type Height Above Grade Depth Below Grade Perimeter Location Enclosing Foundation Wall R14 CCSF 2 8 246 Exposed Exterior Conditioned Space Foundation Wail-Library List Name Feet From Wall Top To Feet From Wall Top To Is Fully Insulated Continuous R-value Cavity R-value Effective Insulation R- Continuous Insulation Continuous Insulation value Top Bottom R14 CCSF N/A N/A Yes 14.00 NIA N/A Slab, ,.,' . Name Library type Perimeter Floor Grade Carpet R Exposed Surface Area Location Enclosing Masonry Area Slab Uninsulated 246 Below Grade 2 0 2,511.0 ft' Exposed Exterior Conditioned Space Slab Library List, Name Wall Slab Completel�r Underslab Perimeter Perimeter Perimeter Thermal Break Effective R-value Construction Insulated. Insulation Width Insulation Depth Insulation R Insulation Is type ft] ft] Value Exterior Uninsulated Wood Frame I No 0 0 0 No No 0.00 Other 1 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Framed"Floor: , Name Library type Carpet R Floor Grade Surface Area Location Ambient Floor 30(16/11.5)1(9.5)H Covered 1 Above Grade 107.0 ft2 Exposed Exterior C-CSF) Garage Ceiling 30(16111.5)1(9.5)H 1 Above Grade 229.0 ft2 Unconditioned,attached With Sheetrock garage Framed:FioorLibraryList Name Effective R-value 30(16111.5)1(9.5)H 29.407 With Sheetrock 30(16/11.5)1(9.5)H Covered 30.318 PCSF) Rim Joist y ; t Name Library Type Surface Area Location Band Joist Ambient R 20.6 52.0 It' Exposed Exterior Band Joist Garage R 20.6 45.0 IF Unconditioned,attached garage Rim Joist Ambient R 14.0 201.0 ft2 Exposed Exterior Rim Joist Garage R 14.0 45.0 tt' Unconditioned,attached garage R1mJ6ist Library Lists Name Effective Insulation R-value R 14.0 14.00 R 20.6 20.60 Name Library Type Surface Color Surface Area Location Exterior Walls R20.6(16/5.5)(5.5"LDF)(1) Medium 3,585.0 ft' Exposed Exterior 2 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Faud 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Name Library Type Surface Color Surface Area Location Garage Attic Wall R20.6(16/5.5)(5.5"LDF)(1)(KW) Medium 297.0ft' Attic Garage Walls R20.6(16f5.5)(5.5"LDF)(1)(IGW) Medium 450.0 ft' Unconditioned.attached garage Wall Library. List Name _ Effective R-value R20.6(1615.5)(5.5"LDF)(1) 17.522 R20.6(16/5.5)(5.5"LDF)(1)(IGW) 16.361 R20.6(16/5.5)(5.5'LDF)(1)(KW) 16.361 Glazing Name Library type Wall Foundation Is Operable Overhang Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment fd 1 n(Left) 3030 Foundation Wall Yes 0 0 0 North 80.0 ft' fd 2 s(Right) 3030 Foundation Wall Yes 0 0 0 South 31.0 ft' ff 1 e 3030 Exterior Walls Yes 0 0 0 East 13.5 ft' ff 1 e 3030 Exterior Walls Yes 0 0 0 East 64.0 ft' ff 1 e(Rear) 3030 Exterior Walls Yes 0.8 10.3 17.3 East 64.0 IF ff 1 n 3030 Exterior Walls Yes 0 0 0 North 13.5112 ff 1 s 3030 Exterior Walls Yes 1 1.6 4.8 South 10.5 ft' It 1 w(Front) 3030 Exterior Walls Yes 2 2.2 7.1 West 13.8 ft' ff 2 e 3030 Exterior Walls Yes 11 1.6 8.6 East 192.0 ft' ff 2 e 3030 Exterior Walls Yes 2 2.2 6A East 18.0 fl' If 2 s 3030 Exterior Walls Yes 1 1.6 6.5 South 27.6 ft' ff 2 w 3030 Exterior Walls Yes 0.8 8.5 13.8 West 33.0 ft' ff 3 w 3030 Exterior Walls Yes 10.4 1.4 6.7 West 49.5 fl' sf 1 w 3030 Exterior Walls Yes 1 1.3 5.8 West 12.9 ft' 3 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Name Library Type Wall Foundation Is Operable Overhangg Overhang Ft To Overhang Ft To Orientation Surface Area Assignment Wall Depth Top Bottom Assignment sf 2 e 3030 Exterior Walls Yes 1 1 3.8 East 12.6 fill sf 2 e 3030 Exterior Walls Yes 1 1 5.5 East 29.0 ft' sf 2 n 3030 Exterior Walls Yes 0.8 9.5 13.7 North 27.0 It' sf 2 w 3030 Exterior Walls Yes 0.8 6.7 11.3 West 29.0 ft' sf 2 w 3030 Exterior Walls Yes 1 1.3 5.8 West 242 ft' sf 4 e 3030 Exterior Walls Yes 1 1 5.5 East 58.0 ft' Glazing Library List Name Shgc U-factor 3030 0.3 0.300 Skylight None Present Skylight Library List None Present Opaque Door' Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance Front Doors Fiberglass Door Exterior Walls 0.9 0.75 Medium 56.0 ft' Exposed Exterior Garage Door Steel Door Garage Walls 0.9 0.75 Medium 17.8 it' Unconditioned, attached garage Storage Door Fiberglass Door Garage Attic Wall 0.9 0.75 Medium 20.0 ft' Attic 4 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Opaque DoorLtbrary Name Effective R-value Fiberglass Door 5.00 Steel Door 5.00 Roof.lnsulation Name Library Type Attic Exterior Area[ft'] Clay or Concrete Roof Surface Color SurfaceArea Location Tiles Roof SA R35.6(1619.5)1(OCF) 3,458 No Medium 3,456-0 fF Vaulted Roof Roof Insulation Library List . Name Has Radiant Barrier Effective R-value SA No 30.076 R35.6(16/9.5)1(OCF) Whoie,N°Houseanfi,ltration.� `r°, Infiltration Measurement Type _ Shelter Class 3 ACH at 50 Pa To be blower-door tested 4 �'Mechanical"Ventitation Ventilation Type Ventilation Rate fft' Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer I Minu ] per day three hours Percent Exhaust Only 150 CFM 24 30 Watts Yes 0 Lighting, %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 5 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Onsite Generation None Present Onsrte Generation Library List None Present Solar1Generation { None Present s Dehumidifier. None Present Dehumidifier Library List None Present Whole House�Fan � ` None Present Whole House.Fan.Ubrary`,List None Present 6 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Conditioning Equipment Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Boiler .95 EF Instant N 0% 0% 100% Conditioned Space Cooling System 1 16 SEER2 18K 0% 33% 0% Conditioned Space �07904371) Cooling System 2 16 SEER2 34.6K 0% 33% 0%, Conditioned Space R08024734) Cooling System 3 16 SEER2 18K 0% 33% 0% Conditioned!Sealed g07904371) Attic Heating System 1 7M9E040A10MP12 330j'D 0% 0% Conditioned Space (4G) Heating System 2 TM9E040A10MP12 33% 0% 0% Conditioned Space NG) Heating System 3 TM9E040A10MP12 33% 0% 0% Conditioned!Sealed NG) Attic Equipment Type: .9.5 EF Instant N' Equipment Type Residential Water Heater Fuel Type Natural Gas Distribution Type Hydronic Delivery(Radiant) Hot Water Efficiency 0.95 Energy Factor Tankless? Yes Equipment Type: 16 SEER2 18K (207904371) Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air Motor Type ECM(Variable Speed) Heat Pump System Type Unspecified Cooling Efficiency 16 SEER2 Cooling Capacity[kBtu/h] 18 Equipment Type: 16 SEER2 34.6K (208024734) Equipment Type Air Conditioner Fuel Type Electric Distribution Type Forced Air' Motor Type PSC(Single Speed) Heat Pump System Type Unspecified Cooling Efficiency 16 SEER2 Cooling Capacity[kBtuth] 34.6 7 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Equipment Type TM9E040A1:OFMP12 (NG). EquipmenfType Furnace " Fuel Type Propane Distribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 95AFUE Heating Capacity[kBtulh] 38 Use default-EAE . No _ EAE[kWh] _ 304 Distribution-S,y 0ern Distribution Type Forced Air Heating Equipment Heating System 1 -Cooling Equipment Cooling System l Sq.Feet Served 2,511 #Retum Grilles 1`' Supply Dud R Value 8 Retum Duct R Value 8 Supply DuctArea[ftg 677"97 Return Duct Area[ftg 125.55 Leakage to Outdoors 25 CFM @ 25Pa(1!100 ftz) 'Total Leakage 25CFM25 Total Leakage Duct Test Conditions Post Construction Use Default Flow Rate Yes Duct'! Duct Location - Conditioned Space Percent Supply Area 100 Percent Return Area 100 Duct 2 DudLocation Conditioned Space Percent Supply Area 0 Percent Return Area 0, Duct.3 "Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent_Return Area 0 Duct 5 Duct Location "Conditioned'Space Percent Supply Area 0 Percent Return Area 0" Duct 6 "Duct Location. ConditionedSpace Percent Supply Area 0 Percent-Return Area " 0 8 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Distribution System Distribution Type Forced Air Heating Equipment Heating System 2 Cooling Equipment Cooling System 2 Sq.Feet Served 2,511 #Return Grilles 1 Supply Duct R Value 8 Return Duct R Value 8- Supply Duct Area[ftz] 677.97 Return Duct Area[ft9 125.55 Leakage to Outdoors 25 CFM @ 25Pa(1 1100 ft') Total Leakage 25 CFM25 Total Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes. Duct 1 Duct Location Conditioned Space Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned Space Percent Supply Area 0 Percent_Return Area 0 Duct 3 Duct Location Conditioned_Space Percent Supply Area 0 Percent Return Area 0 Duct 4 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 9 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Distribution System Distribution Type. Forced Air Heating Equipment Heating System 3 Cooling Equipment Cooling_ System 3 Sq.Feet Served 2,244 #Return Grilles 1 Supply Duct R Value 8 Return DuctRValue 8 Supply Duct Area[ft2l 605.88 Returri Duct Area[ft2] 112.2 Leakage to Outdoors 25 CFM @ 25Pa(1.11/100 ft2) Total-Leakage 25 CFM25 Total•Leakage Duct Test Conditions Post-Construction Use Default Flow Rate Yes Duct 1 _. -Duct Location Conditioned Attic-(insulated walls and roofdeck) Percent Supply Area 100 Percent Return Area 100 Duct 2 Duct Location Conditioned'Space Percent Supply Area 0 Percent Return Area 0 Dud 3 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Duct 4 -Duct Location 'Cond_itioned'Space_ Percent Supply Area 0 Percent Return Area 0 Duct 5 Duct Location -Cond_ifioned Space Percent Supply Area 0 Percent Return Area 0 Duct 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 .. HVAC Grading HVAC Grading Not Conducted Ceiling Fan Has Ceiling Fan No - Cfm Per Watt F 70.42253521 10 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August "Weter-Distribution Water Fixture Type - Standard Use Default Hot Water Pipe Length No Hot Water Pipe Length[ft] 101 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Recirculation System Pipe Loop Length[ft] 170 -Dreiri Water Heat Recovery? No Clothes Dryer Cef 301 Fuel Type Electric Field Utilization Timer Controls Is Outside Conditioned Space No Clothes Dryer Available Yes Defaults Type HERS Reference .Clothes'Washer Label Energy Rating 400 kWh/Year Annual Gas Cost $27.00 Electric Rate $0.121kWh Gas Rate $1.091Therm Capacity 3 Imef 1 -Defaults Type HERS Reference Load Type Front-load Loads Per Week 6 Is Outside Conditioned Space No Clothes WasherAvailable Yes Dishwasher Dishwasher Defaults Type Custom Dishwasher Size Standard Dishwasher Efficiency - 270kWh Annual Gas Cost $30.06 Electric Rate $0.121kWh Gas Rate $1.091Therm Is Outside Conditioned Space No Dishwasher Available Yes 11 Building Summary Property Organization Inspection Status 88 Deer Run Energy Testing Services Results are projected Southold,NY 11971 Michael Fauci 631-244-2627 Brian August-Lot 1 Deer Run,Southold,NY 11971 Initial House Design Builder Brian August Appliances and Controls Programmable thermostat? Yes Range/Oven Fuel Electric Convection Oven? No Induction Range? No Range/Oven Outside Conditioned Space? No Refrigerator Consumption 691 kWh/Year Refrigerator Outside Conditioned Space? No Notes 12 FIELD INSPECTION REPORT DATE COMMENTS i ►d FOUNDATION(1ST) hm es. t� Ile .tom. O� 76 -------------I--------------i-------�- v° xa I,l'�- ►2�,ha�e. �5 e�II -- la rn. /ts�Q-vc flan Pik�r � [ FOUNDATION 2ND �" lteap !v 2 i/igiKJtt A-54-P 1 6✓a.l�s 7J�. D!L �it.iw /Cook C �•a 1.�a,�. 2.0o a!�. ��. � ham.-�l/ �•a •a ktc �Rawr' es- o woska m -� ROUGH FRAMING& ' V/ • 5 QC2. 0 f�C/1 PLUMBING nn,� 11 i C t 5 o KGOR71i�L�12cl c% UL Q2 ,Gtu�, nt c�5 Age- h dt-f GZS dgeC lAge , d 4ea.J r AO kehol i�5 fssi �WV � t" INSULATION PER N.Y. ^ y STATE ENERGY CODE Sv G�s lJG 12e55 vAf 1- Ca-` 41Z MS C� IZI Aert D k--. Cvoid&4 v niv✓ 0dodkesh s he. Css✓fir ' w n s A e%,, iAs e,a,),, O/Z / he - FINAL L /0 9•� fj?Sfi/a loe V cA,v//v alp, aKvai� clt � u loc✓e� ao,2 12dsv��5 .e2o( a2 � ' Ccll Poe, o ov) v 2 jr1sp. ® 5v , a /obi' i15 6 ADDITIONAL COMMENTS w O rzm,. ot, COVGQ. IA4,1 e �10 i2 �s v �s rc ivl•u� J g' G'j(tety- 84914- ,evss n Iv Co- Jo . c,cds 71v lLd-�/�7 w lei GW 4 S I 1t oo . /(/S / �i4 S i I Mows, of eo vew v- eo �h��- 44Lce, � �� ,� .o. ct- 1S-as Sol-4 ." e At''r, r 4eacd, v 10 . �a TOWN OF SOUTHOLD—BUILDING DEPARTMENT tea, >'y Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631) 765-9502 https'. —w ov Date Received APPLICATION FOR BUILDING PERMIT ED�`xr For Office Use Only PERMIT NO.. Q 23 2 Building Inspector: DEC 1 4 ` 2023 - Applications and forms must be filled out in their entirety Incomplete PIP,lications I1Il not be accepted ,Where the Applicant�s not the owner, Owners Authorization form(Page 2)shall be tompleted a Date: OWNERS)Of PROPERTY ,,� < Name: l AJtJ R G 6 S _ SCTM#1000- 07 9 — 04 —d n • �a Project Address: 90 -4- 'be,e.r rLA ti Soh sold Phone#: 3 4 - 1 3 0.3 Email: O,v r zZ N 'Z A'� I4a L . Mailing Address: 10 S a"+ �h a A u 1 , 1 �� BAr S a r •I• �� d CONTACT PERSON _ z Name: j A a A yt L H S Mailing Address: Ph S P r4+ Ave k,n- X• '� a :.Phone#: ,Email: SIB - 3't - �,303 .Goy z ZZN *40L-I,orn DESIGNrPROFESSIONALINFORMATION Name: `- L Mailing Address: SO 1-1j d t At,.r t S _ .4 Wp h •V�.r 'T, Email: Phone#: 3 _ 77 '��.�i.� c r C 1.b 0� O L • CONTRACTOR INFORMATION '.Name::,_ ; per: �) Mailing Address: rr I h VI M Sti IV.1 f9 0 .. ° _... Phone#: Email; So C - � M t op ca DESCRIPTION OE iPROPOSED CONSTRUCTION XNew Structure Additi n ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other. L $Will the lot be re-graded? ❑Yes ANo Will excess fill be removed from premises? ❑Yes 1LNo 1 PROPERTY INFORMATION .ru +' + lY t Existing use of property: Q h I intended use of property:S',n 9 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to G this property? Ayes []No IF YES,PROVIDE A COPY. ❑Check Box After Reatlng The owner/contractor/design professional is responsible for all drainage grid storm water Issdes as proYlded by ' Chapter 236.of the Town Code::'APf+IJCAT1oN 15 HEREBY MADE to the Building ttepartn+eM for the`lssuance of a Building permR pursuant to ttie Building zone Ordinance of the Towmof Southold,Suffolk,County,B",York and other appliable laws,Ordinances or Regulations;for the construction of buildings, . additions,alterations or for removal or demolit[on as hereto describedt the appllcant.agrees to ea»iply wltl'a0 applfcable laws,ordinances,building code;. .housing tide and regulations and,to admltauthorized Inspectors on premises and in bullding(s)fo►necessary Inspections.False statements made'he I—am punishable as a Class A nndemeanor pursuant to 5ectlon 210AS of the New York State Penal,law Application Submitted By(print name): ��p r� �►�Gws-� g wner IVY ❑Authorized A ent O Signature of Applicant: Date: / s STATE OF NEW YORK) SS: COUNTY OF � n\�_) r I A tjo^ A" Go er being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the W h r .. (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 `SJ .,20 r3.. Cak N tary Poiblic =SN6101622 er NOTARY OF NEW YORK RegSN6101622 PROPERTY OWNER AUTHORIZATION alkcounty (Where the applicant is not the owner) Commisovember17,20Z1 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 µ 1 c �,r6gXJFF04ell BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD P) Town Hall Annex - 54375 Main Road - PO Box 11790C1CXk5 o Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a,southoldtownny.gov — seand(a southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/17/2023 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 01 request an email copy of Certificate of Compliance Elec. Address.: 460 JOB SITE INFORMATION (All Information Required) Name: Marianna August Address: 80 Deer Run Cross Street: N Bayview R Phone No.: 516-234-8303 BIdg.Permit #: Jr62-32 email: goodbizznezz@aol.com Tax Map District: 1000 Section: 079 Block: 04 Lot: 017.18 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical wiring and service for new construction home. Square Footage: 4800 Circle All That Apply: Is job ready for inspection?: ❑ YES ❑✓ NO —]Rough In ❑ Final Do you need a Temp Certificate?: Fv YES ❑ NO Issued On Temp Information: (All information required) Service Size1V11 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter# 0 ❑✓ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑✓ Underground❑Overhead # Underground Laterals D 1 2 ✓ H Frame Pole Work done on Service? Y ✓ N Additional Information:Tax Map#1000.079.04.017.18 PAYMENT DUE WITH APPLICATION ,vS ' or;f BUILDING DEPARTMENT- Electrical Inspector ' --,r— 1 At„- ; TOWN OF SOUTHOLD {� �- G �y Town Hall Annex - 54375 Main Road - PO Box 11790CIO16-5y� Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(a�southoIdtownny.gov sea nd(cr�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11/17/2023 Company Name: Big Bear Electrical Contracting Electrician's Name: Paul DeLucia License No.: ME-43841 Elec. email: office@bigbearelec.com Elec. Phone No: 631.760.1997 01 request an email copy of Certificate of Compliance Elec. Address.: 460 JOB SITE INFORMATION (All Information Required) Name: Marianna August Address: 80 Deer Run �..� Cross Street: N Bayview R Phone No.: 516-234-8303 Bldg.Permit#: W 562-32- email: goodbizznezz@aol.com Tax Map District: 1000 Section: 079 Block: 04 Lot: 017.18 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Electrical wiring and service for new construction home. Square Footage: 4800 Circle All That Apply: Is job ready for inspection?: YES 0 NO Rough In Final Do you need a Temp Certificate?: 0 YES NO Issued On Temp Information: (All information required) Service SizeFv-11 Ph❑3 Ph Size: 400 A # Meters 1 Old Meter# 0 Z New Service❑Fire ReconnectOFlood ReconnectOService Reconnect ✓QUnderground QOverhead # Underground Laterals 1 02 ✓ H Frame 0 Pole Work done on Service? Y FVJ N Additional Information:Tax Map# 1000.079.04.017.18 PAYMENT DUE WITH APPLICATION PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Panel Fans Mini Fr. W/D Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water BondLights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower ' AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments - i D�SufW/C�oGy� BUILDING DEPARTMENT-Electrical Inspector < TOWN OF SOUTHOLD 0 o ZM • Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 y 0� Telephon (631) 765-1802 Temporary Certificate # HOUX Date 4_ 11-,OJ�4 Customer Name P•N T Electrician Name % r' Address Obteer R VA 1)G' :6,Ad 5 Phone I_ b e-mail q02461 D . a e-mail p lipICJ r ea Phone 5(10 - 3 _ g License# mt, - W Size A b 0 A Phase Overhead Under round�X #of Meters Remarks C w-e I #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 verificati va i days the date ab Authorized by PERMIT# 50232;. Address: 80 Deer Run, Southold, NY 11971 Switches 93 Outlets 108 GFI s 30 � a SF/ Surface 21 till, �? 20� � Sconces 11 �lilt?f&!Oar h H H's 139 Wafer Lights 46 UC Lts Fridge 1 HW 1 -POOL Fans 5 Mini Fr. 2 W/D 2 Panel 1 Pump 1 Exhaust 7 Oven 3 Sump 1 Heater 1 Trnsfmr Smokes 8 DW 3 Generator Salt Gen. Carbon 6 Micro 1 GrbDis Water Bond 1 Lights 3 Heat 1 Pucks ERV HOT TUB SPA Inst Hot DeHum Transfer Disc Combo 1 Cooktop 1 Minisplit Blower AC 3 AH 3 Hood 1 Blower Service Amps Have Used Sub Amps Have Used Comments wine cooler: 1 ice machine: 1 Breakers: 2-Pole 30: 5 2-Pole 20: 2 2-Pole 50: 1 2-Pole 15: 1 15 Amp Arc: 23 15 Amp: 1 20 Amp Arc: 14 20 Amp: 15 ND Scott A. Russell °SUF ST�O�][ZI��I[\�vA\'7r)ER SUPERVISOR l��l[A\1�A\G IEI��[]�T ( r E z N'7r SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold Od CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE 1N AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: .1061r i%a, r h A A LA Ci t,, Date: Aj / Contact Information: G o 07DRIZ.Z O r Z Z /q-� IC-1faJ&l'cicphnne Nnmhcr) SI — - n/, ` 1&3 O ^ _ Property Address / Location of Construction Site: R,.j h .SU t,+K o S.C.T.M. #: 1000 DisUrict Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ❑ - Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Required! XProject does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than 1 Adre&Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than I Acre & Storm-water Runoff Flows Through Southold Towns MS4 Systems to Waters,of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. 1 /Jd,iV� �J 7 Re�iewed By: ��"(JZ��''' �" Date: PnR M ' CMC P -Tnq nrrnhc+,• 90 I Q CERITIED-TO• All O NFt� G �NH• @ O o 2 THE C OF�RlGH -�F WAY AND/ � > �� RD /F c� 21. c�2184 �0c (ANY, N T�H`0'y IV�g S8 Q�� x 7 GUARANTE Zj.%4 BC 21 64 Q UNAUTHORIZED AL TERA 77ON OR ADDITION TO ,�� /tip Oj� / TO THIS SURVEY IS A VIOLATION OF _/p„y A SEC77ON 7209 OF THE NEW YORK STATE '� 0G 0l1 °q ' ' Tom' EDUCATION LAW. !r�• ��' 2� op" / COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR /-., ��ti' /%� . ` / �ti6°l / x 76 / x?� �1O y x 298 EMBOSSED SEAL SHALL NOT BE CONSIDERED l TO BE A VALID TRUE COPY. � / J x 22.4 /� o ta26� / " 28.s GUARANTEES INDICATED HEREON SHALL RUN ONLY TO 7HE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE T17ZE COMPANY, GOVERNMENTAL AGENCY AND `� �o / /� /`ry LENDING INSTITU77ON LISTED HEREON, AND evN TO THE ASSIGNEES OF THE LENDING INS77- 1-081, TUTION, GUARANTEES ARE NOT TRANSFERABLE. / / / R 11'/1 6.12' x 26.9 NC. C.E. CO 28.0 SYST. No. 2 \ x\ y / SS 29' / x 28.7 1 J, 6, x O / /00 CA. �o x 29. STOC\�x\ 29.1 \ x 28.0 0 U / / t_7 \ Al �� 26.51 o / a �Q (� J = 41:8 WOOD � �'�� x 0 28.2 N l x 28.81 woofQ 2 4 Q 1$7 S, 0) O hh `fey '^-- I U V N / 2 i` L) ACCSS V / \ 8, v / / CIO 1 / y FA(C �3• �`• 0. OS „ X 2j r�oo p k 267 So, °•2W s STOCK�OkAPO o0,�0 Fps / k�cFrN�joRq� 276 - - - - - - N / \ SYST. No. 1 - - - - - - - N R�jUNp/ x 10/13/2023 \ / \ \ /� '-• � i26_ � �N -"�F�� 70 \ EXIST.OGRD 25.01(SC GIS MAPPING) N WnBY R\ ?5.5 \ - TOP SOILgo N \ 9 (PT) o 3 NN crd. x 2a.4 R=25.00' / x 26'� o \ /r' ,787 \ \ x \\ ry w� S N L=39.27' / \ \ \ \ \s0� �/ �� R �� ?a'7 BRO(wMj SILTOR N w WV. �� l \ \ /� Tegcfr ACIQE , , -- - - - - - -/�W,V 26.7 \ / \ r1knoo, �+ - 4 � � x?4 4 SILTY BROS ND o x?5.3i 25 1 // \ `\ \ ) _ r Z r \ (� (SM) C1 ao \\ TU,Qq�\ SO,Ng // \ � l � - - - - \/ \ ^O• BROWN \ NOTES: 23'6p w ` / \ \ / �Q �• 1. ELEVATIONS SHOWN REFER Ea 228g _ \ / SAND TO NAVD 88 DATUM 2. PROPOSED GROSS FLOOR AREA uP ct 23.1j ?s•1 Frgljo FIRST FLOOR R 2663.2 S.F. w ` /N , / N i?FjrF \ �v �c SECOND FLOOR =S.F. S.F. 3 1 N)j A1 _ \ O` ` _ GARAGE E NO .F. \ �S•2o„ / O BUFFF 22� ' \c\ 3. THERE ARE IT SURFACE WATERS\ ,P \ Q x 21 6 WETLANDS WITHIN 300 FEET OF � � ' \ (� � BROWN W \ ` � \ � x25•4 o SUBJECT PROPERTY V .. O SAND AND � 4. PROPOSED SANITARY SYSTEM IS C� ?1'94 / v GRAVEL / ----- --SEPTIC TANK AND 1Y � / � (SP) �\ AN 8' DIA. --V.FT. LEACHING POOL / O FOR A --BEDROOM MAX. DWELLING J(Z) ` - _ - - -=?�y ^ 5. ALL DWELLINGS WITHIN 150' OF u�p,' ^ v PROPOSED SANITARY SYSTEM ARE ct 20•77 NO GROUNDWATER ENCOUNTERED CONNECTED TO PUBLIC WATER SUPPLY �-- _ _ 3,2 / / \\ x 20•5 � 6. LOT CLEARING SHALL BE LIMITED TO \ 1 ACRE 0 S.F.) A PROP. CLEARING SHOWN IS 32,253 S.F. w `/�/ CL 19.57 18 EXISTING CLEARING r49S, 6,165 S.F. .18 RD EP 18, 0 SUFFOLK COUNTY TAX MAP wE TOTAL PROP. CLEARING = 38,418 S.F < 43,560 S.F. ly/pFJ • 71 SUF COUNTY 18, SS x\2\ 1000 SECT. 079 c� t8 s SURVEY OF LOT 1 8 BLOCK 04 w \ � � LOT 017.18 SUBDIVISION MAP OF ZOUMAS CONTRACTING CORP. UR P 1g•12 x 21.4 w \ FILED OCTOBER 1, 2004 FILE No. 11166 DRAINAGE CALCULATION Cc 18'96 EF 19•60 SITUATED AT SYSTEM No. 1 w ROOF AREA = 2075 S.F. x 2/12 x 100% = 346 CU. FT. ep SOUTHOLD (BAYMEW) USE 1-8' DIA. 9 V.FT. = 380 CU. FT. ACT. CAP. 20.22 KE NNE TH H. B E C KMAN L. S. 19.62 SYSTEM No. 2 Surveying and Land Planning TOWN OF SOUTHOLD ROOF AREA = 2075 S.F. x 2/12 x 100% = 346 CU. FT. Ep 2p•3s SUFFOLK COUNTY USE 1-8' DIA. 9 V.FT. = 380 CU. FT. ACT. CAP. 1814 Middle Country Road NEW YORK Suite DRidge, N.Y. 11961 JOB No. 623-22248 (631) 345-9427 SCALE: 1" = 30' DATE: 10/13/2023 JOB No. B23-22248 FAX (631) 345-9429 1'MIN 2'MAX CONCRETE COVER CONCRETE CHIMNEY 1sa FINISHED GRADE rnNTRnI PANF1 AND AIR PI IMp DWELLING ALL OUTLET PIPES TO LEACHING IN POLYETHYLENE ENCLOSURE FF 27.5' EFFLUENT FILTER POOLS TO BE SET AT SAME INVERT EL-25.0 TOP sal 6"CONCRETE REIN SLAB E N 4'MAX 6„ ON PRECAST CONCRETE PAD REMOTE PLC CONTROL (PT) a 4"SDR 35 ANELW/HP80 ...... GRADE 26.0 D SILT PITCH 1/8"/FT 24„ COMPRESSOR ° C/0 GRADE 25.3 GRADE 5/o MAX FOR 20 GRADE 24.3 (SM) 7 nni SILTY SAND o IE23.2 DIST �S'"� 21 ® ® R •• ° IE23.8 BOX 2.9 ® N2 ® ® GRADE ° 4"SDR 35 IE23.3 10 IE23.1 BROWN a 3'MIN _ : .,;• o PITCH 1I4"/FT IE22.8 SAND �, COLLAR ° CON7 CRETE 4" SDR 35 2-8' DIA 12' f o ° BASEMENT AN-800 PITCH 1/8"/FT 12' DEEP DEEP ® LEACHING ® ® ® ® T MIN ° WALL FXISTIN(; EL17.9 POOLS BRM SAND AND Q ® ® ® ® COLLAR GROUND za- ° ------ GRAVEL AIR HOSE AND ° (�) ® ® ® ® LECTRICAL SUPPLY ° ° EL-&o PRECAST ® ® � ® R HYDROACTION CONTROL PANEL TP TREATMENT UNIT ° ° EL11.1 NO GROUNDWATER ENCOUNTERED REINFORCED ° BY ROY K.REISSIG,PE CONCRETE AND COMPRESSOR PUMP R135 TMIN LEACHING 8' ° ° TEST HOLE POOL 3'MIN. 6'MIN CONTROL PANEL ° ° GRDUDWATER PENETRATION NTS 0 ° ° HEGW INTO VIRGIN STRATA ° OF SAND AND GRAVEL ° ° o NOTES ° ...... ... 1.CONCRETE-4000 PSI AT 28 DAYS ACKFILL W DOMED SHAPE FOR ° 2.ALL LE:ACHIG POOLS SHALL BE 3'MIN. CLEAN SAND COVER MAXIMUM LOAD ENGTH '""' 4J93 ° ° ABOVE HIGHEST EXPECTED GROUNDWATER AND GRAVEL HANDLE FOR EASY REMOVAL ° ° SANITARY INVERTS PLUG 2'-0" OF SAFETY SCREEN ••• ° ° ' ' 3. EXCAVATE TO A N�INIMUM ELEVATION OF 16.0'TO REMOVE UNSUITABLE SOILS AND (THREADED) SQUARE HYDROACTION AN800 OWTS PROVIDE 6'MIN PENETRATION WITH A T COLLAR INTO VIRGIN STATA OF ACCEPTABLE SOILS - LEACHING POOLS PRECAST LEACHING POOL \/�\�\�\\�\/�\ °0 •11 HDPOLYLOCKCOVER TO REMOTE OPS • Q MODEL 3008-HD HD POLYLOCK COVER / POLYLOK 24"SAFELY SCREEN PART NO.-300E-SS SIZED TO FIT INSIDE MODEL 3008-HD MATERIAL-HOPE FIRST 24"RISER ELECTRIC AND AIR CONCRETE BASE HNSTALL IN EACH ACCESS C DISTRIBUTION FINISHED GRADE CLEANOUT BOX PORT UNDER HD COVER DISTRIBUI ; SUPPLY TO AN800 CLEANOUT SAFETY COVER ADAPTER ADAPTER i POLYLOK 20" 1-8'DIAx12' DEEP LC CONTROL PANEL DISTRIBUTION BOX W / / Q 30 DEGREE FITTING EXPANSION POOLS .0 W HP120 COMPRESSOR i LP i FROM OWTS TO LEACHING 60 E - - // O �' �' POOH / EPo �10' LECTRIC SERVICE - - ral `� 41' THICK UNDERDRAIN 901 M1 TO AN800 11 FLOW a p O .--� ,A /�I 2 2„ PROVIDE SPEED 0 / FILTER MATERIAL (,p T.H. �-� TYPE 1 LEVELER ON EACH OUTLET SEWER LINE � s 4 }' IN / CO 63 5M , E E 5'MIN �E ; �F � 6"0): CLEANOUT DETAIL DISTRIBUTION BOANTS 4IM V;N, / W47 ' SANITARY NOTES SYSTEM REQUIREMENTS / DWELLING WITH 1 BEDROOMS-NO GARBAGE GRINDER SERVICE �' 1.THE OWTS INSTALLER SHALL HOLD ANI ENDORSEMENT FROM THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. REQUIRED LEACHING AREA 525 SF SIDEWALL AREA 60 83 o r 2.AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENENANCE PROVIDER AND THE REQUIRED AREA PLUS 50%FOR EXPANSION-263 SF A / . SHALL BE PROVIDED TO THE SCDHS - ' 3.OWTS TO BE SELF VENTING-NO HOUSIE TRAP INSTALLED PROPOSED SEPTIC SYSTEM FOR 1 BEDROOMS HYDROACTION A N-8100 (1)1 EA HYDROACTION AN800 700 GPD(OWTS) ITEM P/N DESCRIPTION ` , ' SERVICE 1" MIN , __ . 4.AN EFFLUENT FILTER SHALL BE INSTALLED UNDERTHE ACCESS COVER OF THE OWTS UNIT ON THE OUTLET PIPE (2)8'DIA z 12'DEEP LEACHING POOL:600 SF SIDEWALL AREA - TANK, AN800 245 NITROGEN REDUCTION REMOTE a Asa �� <1�� / AREA OFE INTEREST 5.INSTALLER SHALL NOTIFY ENGINEERAIT LEAST ONE WEEK IN ADVANCE OF SYSTEM INSTALLATION (1)8'DIA z 12'DEEP EXPANSION POOL=400 SF SIDEWALL AREA A TANK, AN800 245 PRETREATMENT SCALE 1 -20 6.SANITARY COVERS LESS THA 60 LBS VILL HAVE SAFTEY LID/COVER B 130002 SNG STANDARD 2 TANK CONNECTING KIT !or? ' D AN800-P AN800 W/rPLATFOR PLATFORM AN800 *fig �� I GcF/ a 1'gCgNT AK-080917- 1 E EC50-30-L150-PLC EC50-30-L-150-PLC WITH COMPRESSOR AREA OF 1 ' 'a it NOTE: ENCLOSURE 3 HP MIXER PUMP IV ' X2'g ' *29.D HINGE TO THE RIGHT G RE-CIRCULATION PUMP H EFFLUENT FILTER TW-4 NN / so' / / { .I AK-080917-1 P01171 o : `-~ 14x12 C.E. e Ell ® e ❑ �� INSIDE LID VIEW / / . o / \, f PG 11110SROSF fitl2Nema12 fndmueAfA1C 1 JV / " / m ' e'\ 1 Q1I 1M1 ides 1 a a a a a � � 0 A C T I 0 N 1/A 0 ' S `' h� I 3 j• / / " s��o° / *�$> DW X \ J 1i11� ,mcad i o O~I" / EpG,/ R", n / 1 / x 1 *Zao i Candor k 12�a1• ^`_T•;4N 5'/p / ^v i WHEY H 1XXroi Ea1m J = I c q ^ L1 `` / i RIFHIJRCC SoBdRela ikt I CKL asx CO3 C04 LBs I T.H. o i v V i n� 1fiaB�1B 2 E E 5""li ® ® ® ® ® SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � Un O 10 1 ODOR Retl gmleRetd Ebe I 1 „ , B� ROL ,, , o _ PERMIT FOR APPROVAL OF CONSTRUCTION FOa A �ddd 4 u :u ��a� 1J {,42IN Ambv ChmmeM 6bo f .-*M M 4 W l 4 ELT n44 / X ma o0 00 a - SINGLE FAMILYESIDEN;E 0" L1° • ML M2 M9 31'JAAN3al® eej*N®ffA.1LCM9033K13SS S737UM y. �f/ -WOOD \ �0 14 Nf SDAlambal�bd Ipao 1 % z� N " ;y 1s>,y � -- /' • �Il t� = 16 0 Slxk�e 1em�dBbdrFDOW Ikrltlron 11 t Mu- -M Mua • / 2 N' I 2 o A, �I'3 a 1 11 2414104 4 RSA s1Brh aswn f `'- ° 00b -1 19 NO 1 IDLmadlDamSdbh ¢Stnhh 1 d A'� *2Jg / / E / �� .�/// / S I DWELLING ELECTRICAL PANEL f e eM00 nDAT H.S. REF. O.R MR) RuuRr PUMP)A / \� ' 0C. MAIN BREAKER I„ h 1 ,� I + N N M Cl N T 2' 3 4 .5 6 + O RED(®ES�iARQr'E AMBER(IRF�tQQ) 6R:EEN(M°CFA w &001 ® ! 12/13/2023 R-23-1702 • �a E n DN• X2g *2>,g �� H R•1kS1 R¢dA�m' 1 APPROVED / *2s4 � � Sp•" a ` *2>g � I&112i•A &mB 1 \ \ \ DW ------- R �v" * 7.0 ?6 R#J1 Lakahkllbh 2 Z_ } _ + FOR [,I AXIMU€� OF - 7 BEDROOMS / OT \ k stay \ /'--91,7 \ CIRCUIT BREAKER SPECIFICATIONS CXPIRES TMRCE YCARS FROIVY DA l C OF APPI�OVAL CIRCUIT/ \ ^ / , \ \ X 24,> BREAKERA CBA-30 AMP *24.4 *2Q> \\ / O� / CBI-20 AMP El /R=2&ow � , \ I �'� / CB2-20 AMP 1 C83-20 AMP LF /// CRt-S -''�---------T-�\ *24. C84-/DAMP V `} \ ''l/l' - - / \ 4 CB5-10 AMP wV w � �Q I\� X43r A I� B • *�> /T'\ \ - - -24- / \ HYDROACA FRVNTROLPANEL Y Design Professional's Certification Required. o " / - \ /�� '4)7/R"q� /. •. IW_ ► AK-080917-1 AI-1=917-1 AK-080917-1 Submit P.E. or R.A. Certification For 42J\w S - -- I M1 P"a z PAGE mesa - , S�RBfO °a �, P3/*F0?I C®t1N11CTI®N DdACIl$AM The Installation and Construction of the Sewage Disposal System W \ / `/ 't' 4 / MUM i°�F.I.A ew W REamlEn TORQUE FOR TEM04A BLOCK SCRErrs 6 16 I cxzT11 \ �29, /AoyR =_ l -3 --- --- �� a..u.. ° CR® UP. IINUse Form 'WWIVI-073 1y �\�`\ � W //' n�"Be/F�`�R �22- \ *2f.g ---�� N Q La oR �ua°PFRECM i LED o4 6 PLC wuF X /// / �i' QJ L MIER RATRI03 a Zr 84 2s.4 / // • Z` (J MOTOR unxs 0 111N I LEGENDFIA ,, �? ,,;�: ° MRE ,�. s W -------x2�1/ \ w S N ►araR °A FAA own LP-PRECAST LEACHING POOL UP a�° _ MW%w ALL �' n \�-_- /// �\ *ems . ° ALARM _ SITE INFORMATION: A Lc-� CL 1a.57 w ° + Pt N , N N c, N 1 2 3 a s s ADDRESS:80 DEER RUN,SOUTHOLLI,N.Y. SCDHS APPROVAL EP-EXAPNSION LEACHING POOL B �� -X�� ,$1g ��\ * > `�' ' a ,� 2 I, PLC NPUf NNW CIO CLEANOUT �495• Rp LAH ,� 3 4 12 PLt � SCTM#1000.19.4.11.18 AN800-HYDROACTION AN800 OWTS �oF� a,$ A PL, ~ SITE PLAN BASED ON SURVEY FROM KENNETH BECKMAN L S DATED 1011312023 Michael c h a e I M a es P E � a p . SITE 163 PENINSULA PATH (XX) PROPOSED CONTOUR '" �P"B� 9.12 raft w X�.4 ° 1@,tRINW DOSE o 17 PIC.IPQT R g F ----- XX ---- EXISTING CONTOUR q W �'"" --one""'1 ALL ELEVATION REFEREED TO NAV)'88 DATUM l;�� T` °� RIVERHEAD, N.Y 11901 Q/$SIB EP 19. ¢��`q�� (,7 ""�� WATER SERVICE 20� W BLU BU' W ALL SURROUNDING LOTS WITHIN 150'HAVE PUBLIC WATER �. _-: � PHONE 631-369-2170 moo Mo DP n L IM Wr�t wires ., e® R1;m aLaliN I �4 a 1g BZ "°'�MAN S LNES DIA"�`T "'°'°�B.E DRAINAGE NOTED ON SITE DlLD 11N3 UST BE IIEINI NOT CB WC C N ER PNEI. P>EIO HIRING MIST BE A MINIMUM OF EOT:COPPEIL MB1E. C7 q, PnO BBr.,c MUST ff A MINIMUM OF egc COPPER BIRE SCHE M r-o�•L TO PMM74E ENVRBNIEWAL RATING OF PANEL USE FRDNGS 9MMAO,L:,ELECIMPJLL TERMINAL CONNECTIONS r.. E E - UIG ELECTRIC SERVICE �•� TO AL RDW OF PANEL, PTrTNa °.. . I AK-0eo9,>-+ AK-OOD917-1 AK-080917-1 NO SURFACE WATER WITH 300 OF SITE 8 0 DEER R U N GAS LINE AND�WIN�ENARQNMr1AL�»M,S ENO.DSIA�. A,O NUBB�SALE EWAtpYEN1K RA,°L�,�ENCIDSINE. ..a _. � SIZE Rom. 4O 3O 20 10 0 10 20 3O 4O WIRING AND CONTOL PANEL UNDERGROUND PROPANE TANK SHOWN �ess�o � DW-DRYWELL SCALE:1•=40' DETAILS SURVEY OF LOT I SUB.MAP OF ZOUMAS CONT,CORP -- Di PROPOSED SANITARY PLAN A FILED OCT 1,2004 FILE#11166 DATE 11-22-2023 SCALE:1"-40' SHEET 1 of i CERTIFIED_ .0- ��,��OF NEt�,� H H. gF� O� THE WAY c� 6a pti x l AND/OR�S�i-` SE��E�N,T,S O�� R E RD IF C� ?1.5g ANY, N& WN�CRE� sa GUARANTEE L°�N D C .64 UNAUTHORIZED ALTERATION OR ADD177ON ti°�� 09 1, TO THIS SURVEY IS A VIOLATION OF T� SEC77ON 7209 OF 774E NEW YORK STATE 'n / EDUCATION LAW. �c7 x 23.8 w S�• + COPIES OF THIS SURVEY MAP NOT BEARING N ry �1 A x 774E LAND SURVEYORS INKED SEAL OR a o N // x 6 x 29 o D y 2s,8 EMBOSSED SEAL SHALL NOT BE CONSIDERED '`mom �►x?2 286 TO BE A VALID TRUE COPY. 4 GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM 774E SURVEY IS PREPARED, AND ON HIS BEHALF TO THE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITU77ON LISTED HEREON, AND dN`" s4.2' 41* TO THE ASSIGNEES OF THE LENDING 1NS77- TU770N, GUARANTEES ARE NOT TRANSFERABLE. 3 w 5 FO HO.C. 6 TO I O � / N 3,3 x 29. CK x V x 29.1 \ x 28.0 \ �n / kG v 23.1 / �� \ 1 W 3J 2 1O M c? N 4~ 02W cb k DO46 p / a� a x 28.2 PwST00 V O v 3 1 io .11� 20' 283 �YN (0 459. ~Um x 23.6 / x / 0�k 6'STOCK .00020 .. E / 26.7 COl(yP) -0 41;0 3 \ FTA�N 27.6 10 13 2023 0 BY ROY K. REISSIG. PE `\IV eUi�FFR \ EXIST. GRD=25.0 (SC GIS MAPPING) \ \ \ LQ x 25.5 \ TOP SOIL 917 T ' \ \ (PT) o \ o�� v� x 24. R=25.00' x?6� o \ 87 \ x 24.7 SY�O 3 NN CTp 4 , 7 \ S.F BROWN SILT w w� zx S L=39.27 \ \ \ \so.SFr 2, y AR csM> � .W,k wV. m� BROWN wx 266 \� x 24.4 SILTY SAND o \ \ N (SM) so \ `I TU NOTES: CC 23 so w 0� fP 22.88 RAC UN�/S� \ \ \ \ \ \ / e(s° T. 1. ELEVATIONS SHOWN REFERVFc x?3 1 \ \ \ TO NAVD 88 DATUM 2. PROPOSED GROSS FLOOR AREA Up CC 23.11 w x 26.1 Fr'97I N \ \ / 21.8 Q �. FIRST FLOOR = 2663.2 S.F. UP. N RFj�N \ \ v GARAGE =SECOND FLOOR G 835.6 S S.F. S.F. W ,3.05,2�" � N 6U,c'cFR \ \ \ x 2t Qe 3. THERE ARE NO SURFACE WATERS\ �/ \ Q 61` WETLANDS WITHIN 300 FEET OF w x 25.4 \ SAND ABROWND 06 SUBJECT PROPERTY CC 21.94 V GRAVEL 4. PROPOSED SANITARY SYSTEM IS (SP) --SEPTIC TANK AND w •O O=\ AN 8' DIA. --V.FT. LEACHING POOL FOR A --BEDROOM MAX. DWELLING U`Z2� w x 221 /� Q 5. ALL DWELLINGS WITHIN 150' OF CC 20.7j '� `� NO GROUNDWATER ENCOUNTERED PROPOSED SANITARY SYSTEM ARE 3�2 3 x 2G5 CONNECTED TO PUBLIC WATER SUPPLY 6. LOT CLEARING SHALL BE LIMITED TO 5 x 20 1 1 ACRE (43,560 S.F.) Bq Yj �� 01 0 PROP. CLEARING SHOWN IS 32,253 S.F. �/� CC 19.57 w o '8.18 EXISTING CLEARING = 6,165 S.F. (495, RD fP 1871 SUFFOLK COUNTY TAX MAP TOTAL PROP. CLEARING = 38,418 S.F < 43,560 S.F. AID,- • DIST. 1000 J 1855 x ?o.o SECT. 079 C� �s.98 BLOCK 04 SURVEY OF LOT 1 w LOT 017.18 SUBDIVISION MAP OF ZOUMAS CONTRACTING CORP. �' '9'2 w x214 FILED OCTOBER 1, 2004 FILE No. 11166 DRAINA AATION ct 1g•as fP 19. SYSTEM No. 1 22 KENNETH H. BECKMAN L.S. SITUATED AT ._,. �}�j ROOF AREA = 2075 S.F. x 2/12 x 100% = 3�4-6 CU. FT. CC fP 20. La l t� U l� G' 1s,s2 SOUTHOLD (BAYVIEW) L r r USE 1-8 DIA. 9 V.FT. = 380 CU. FT. ACT. CAP. fP 20 Surveying and Land Planning i cf [ i SYSTEM No. 2 •36 TOWN OF SOUTHOLD 1� ROOF AREA = 2075 S.F. x 0 C x T.100%A = 3A CU. FT. 1814 Middle Country Road � � � �, �, USE 1-8' DIA. 9 V.FT. = 380 CU. FT. ACT. CAP. y SUFFOLK COUNTY APR 1 0 202� Suite D NEW YOR K Ridge, N.Y. 11961 [>> ;• ;. •�,��, FOUNDATION LOCATION 4/4/2024 824-22489 (6 31) 345-9427 JOB No. B23-22248 �,.` ; :;:� :: ,_.:A SCALE: 1" = 30' DATE: 10/13/2023 JOB No. B23-22248 FAX (631) 345-9429 S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 4 LOTS : 17.18 S STK 5700140„� b� ELEC. rim ti 1'METER * 1 HEDGE D E c E � `"/ E I 4.1'S * LOT 2 �}� 0� +\ I S E P 1 5 2025 BELG.BLOCK CURB I I Building Department LU m Q v�� m MAP OF HARBOR LIGHTS 1'®iNe! of$OlJlti1®id Q Fj I BLUESTONE DRIVEWAY I 1 28 I ESTATES SEC.3 " � I CELLAR LOT 62 o 19 I� 1 2.Y7, I W ENT. ow 00 Am o W �y 1 3 N:•:::•: o GARAGE ::::::::::':::: :;: CANTILEVER v... w (2)8'0x12'DEEP N:•:p:•:;;;:;::;::::•:;`i•�:::;::: :•:? �:;�:?�: .' 1 0 o M S.T.D.P. LP1 LP2 w D.P. CEoN10 ................................................... A 31' 36' 33' 45.5' PUMP :::::: : ::::::::::::;: I S 73°05'20"E B 61' 65' 77.5' 62' P � i 70.00' 1.1' FIRE W.M. Si2 STY FRAME: :i: ¢ o ;i.'iii:i:iii:::: PIT I W.V. p— W W ._...,. ;DWELLING:::�iiiii: a o ..: W w,-.*.,. #80:: :i:i:::2:::: ot= a INGROUND �% ¢ GRAVE to o a i U N Z N..........................ice....:•.: ................... LU ...... ... a o I LU W / 0 z �, w �/ 0 POOL W L.P. W EOP• LAND NIF OF o GAS I ® I REID MAHAFFY w o � 5'POSTIWIRE FENCE STK. —x�x—.x—x--•x—X— z 0 N 3 FINAL AS—BUILT 08-17-25 $ 0 �n THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL L�39 0 LOCA71ONS SHOWN ARE FROM FIELD OBSERVATIONS ?7, N73°05'20"W AND OR DATA OBTAINED FROM 07HERS. AREA:91728.00 Sq. Feet or 2.11 ACRES ELEVA77ON DATUM: 372 35, UNAUTHORIZED ALTERATION OR ADDI7ION TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY NORTH BAyVIEy�T EDGE OF PAVEMENT MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED 70 BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ROAD ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 7I7LE COMPANY, GOVERNMENTAL AGENCY AND LENDING/NS77TU77ON LISTED HEREON, AND 70 THE ASSIGNEES OF THE LENDING INS777U770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON fROM THE PROPERTY LINES 70 THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 70 GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE WE OF SURVEY SURVEY OF:LOT 1 CERTIFIED TO: EASTERN DESIGN INC; MAP OF.ZOUMAS CONTRACTING CORP. FILEMOCTOBER 1, 2004 No.11166 SITUATED AT:BAYVIEW Town oF:SOUTHOLD SUFFOLK COUNTY, NEW YORK KENNETH M WOYCHUK LAND SURVEYING, PLLC Professional Land Surveying and Design P.O. Bog 153 Aquebogue, New York 11951 FILE 1I225-156 SCALE:1"=40' DATE:AUG. 18, 2025 N.Y.S LISC. NO. 050882 PHONE (881)298-1888 FAX(891) 298-1588 S.C.T.M. NO. DISTRICT: 1000 SECTION: 79 BLOCK: 4 LOTS : 17.18 S STK S;;,.OJ g0„ (�` b� ELEC. rr� E l�J E E �� ti 1'METER HEDGE 4� ,J I 4.1'S LOT 2 I EP 1 5 U� ,gS � � \A I S 2025 �� m Os�" i3wid°ing Department o a Do BELG.BLOCK CURB ` � � I mp //'1^,��• Town of Scutilold men m V�// m I MAP OF HARBOR LIGHTS w BLUESTONE ESTATES SEC.3 a m DRIVEWAY CELLAR 1 I LOT 62 LL d- �w 8?/J o I ENT.LU ¢ �_ o w Am Q w 3 1. o_ Lp1 GARAGE.: izi:;::t <: ....... rn 2 �*_= CANTILEVER 1 w ( ?8'0x12'DEEP N :•::::.::::::::•.y.;•:•:;c•:}:::... ........ I S.T.D.P.ILP1 JLP2 w D.P. CEoN10 '.':r16.5':::.:::::>: :ti::' 't :'• 000 � A 31' 36' 33' 45.5' lQ PUMP �? :: ``::: ....rs..%`F. I � o B 61' 65' 77.5' 62' P . i S 73 0S120"E 70.00' w :::......:...•. FIRE W.M. PIT.... M W.V. aw _ w ELLING (L _ w W . I — w•:: : #80::. *",.",*:.*- w¢ a INGROUND w w N•:{:..::•:•::tiL^:•':•::.:::._•:::. 0 4 WP�OL.:•::: M g" % ¢ GRAVEL o C) o w EEli................................... :73.9' B ..................46.2 ........ ........... .: I A o , /" SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Uj o W I APPROVAL OF CONSTRUCTED WORKS FOR POOL A SINGLE FAMILY RESIDENCE W L.P. F EQP. LAND N/F OF o� GAS N ® I Date: SEP 0 3 1015 H.S. Ref. No. R-.23 - /70 2 REIDMAHAFFY LU 5'POSTIWIRE FENCE —_x —. —.—, The sewage disposal anrf water supply facilities at this location have been � STK. z inspected and/or certified by this Department or other agencies and 0 found to be satisfactory FOR A MAXIMUM OF 7_BEDROOMS. C f , pN V 3 FINAL AS—BUILT 08-17-25 o JONATHAN POI, P,E., CHIEF o OFFICE OF WASTE MANAGEMENT THE W47ER SUPPLY, WELLS, DRYWELLS AND CESSPOOL LOCA77ONS SHOWN ARE FROM FIELD OBSERVA71ONS �� N 73005'20"W AND OR DATA OBTAINED FROM 07HERS Cl) AREA:91728.00 Sq. Feet or 2.11 ACRES ELEVARON DATUM: 372.35' — UNAU7HORIZED AL7ERA770N OR ADD177ON 70 7HIS SURVEY IS A WOLA77ON OF 5EC71ON 7209 OF 7HE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY NORTH B�BAY VIEW 1Lj ►f ROAD EDGE OF PAVEMENT MAP NOT BEARING 7HE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY.TO THE PERSON FOR WHOM 7HE SURVEY IS PREPARED AND ON HIS BEHALF 70 7HE 777LE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS777U77ON US7ED HEREON, AND TO 7HE ASSIGNEES OF THE LENDING INS777URON, GUARAN7EES ARE NOT TRANSFERABLE 7HE OFFSETS OR DIMENSIONS SHOWN HEREON FROM 7HE PROPERTY LINES TO 7HE S7RUC7URES ARE FOR A SPEaRC PURPOSE AND USE 7HEREFORE 7HEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR 7O GUIDE 7HE EREC77ON OF FENCE$ AD017IONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMEN7S AND/OR SUBSURFACE S7RUe7URES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE RME OF SURVEY SURVEY aF:LOT 1 CERTIFIED TO: EASTERN DESIGN INC; MAP oF:ZOUMAS CONTRACTING CORP. FlLED:OCTOBER 1, 2004 No.11166 SITUATED AT.BAYVIEW Tom oF:SOUTHOLD gEIR4M M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 FILE #'225-156 SCALE:1"=40' DATE:AUG. 18, 2025 N.Y.S. USC. NO. 050882 PHONE(631)298-1688 FAX(631) 208-1668 Generated by REScheck-Web Software Compliance Certificate Project Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Energy Code: 2018 IIECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 7,266 ft2 Glazing Area 18% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Lot 1 (88) Deer Run Brian August Robert James Higgins Architect Southold, New York 11971 Lot 1, 88 Deer Run 50 Hidden Acres Path Southold, New York 11971 Wading River, New York 11792 516-234-8303 631-208-3351 Compliance: Passes using UA trade-off Compliance: 7.4%Better Than Code Maximum UA: 745 Your UA: 690 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Hat Roof: Cathedral Ceiling 3,458 35.6 0.0 0.029 0.026 100 90 Exterior Walls:Wood Frame, 16" o.c. 3,585 20.6 0.0 0.058 0.060 165 170 Front Doors: Solid Door(under 50%glazing) 56 0.200 0.320 11 18 Windows:Vinyl Frame 692 0.300 0.320 208 221 SHGC: 0.30 Garage Walls: Wood Frame, 16" D.C. 450 20.6 0.0 0.058 0.060 25 26 Garage Door: Solid Door(under 50%glazing) 18 0.160 0.320 3 6 Knee Wall:Wood Frame, 16" o.c. 297 20.6 0.0 0.058 0.060 16 17 Attic Door: Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Ambient Floor: All-Wood JoistfTruss 107 30.0 0.0 0.033 0.047 4 5 Garage Ceiling: All-Wood Joist/Truss 229 30.0 0.0 0.033 0.047 8 11 Basement Wall: Solid Concrete or Masonry Wall height: 10.0' 2,460 0.0 14.0 0.048 0.059 113 139 Depth below grade: 8.0' Insulation depth: 10.0' Windows:Vinyl Frame 111 0.300 0.320 33 36 SHGC: 0.30 Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 1 of10 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web 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, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ; []Complies ;Requirement will be met. 103.2 documentation demonstrate I❑Does Not [PR111 ;energy code compliance for the l� building envelope.Thermal ❑Not Observable .envelope represented on ❑Not Applicable construction documents. 103.1, ;Construction drawings and + E]Complies ;Requirement will be met. 103.2, documentation demonstrate i ❑Does Not 403.7 ;energy code compliance for [PR3]1 ;lighting and mechanical systems. ; ❑Not Observable Systems serving multiple i❑Not Applicable dwelling units must demonstrate i I compliance with the IECC Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: Heating: ;❑Complies ;Requirement will be met. 403.7 ;sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR2]2 ;on loads calculated per ACCA Cooling: Cooling: gj Manual J or other methods Btu/hrg ; Btu/hrg ❑Not Observable approved by the code official. ;❑Not Applicable i Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 37) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 3 of10 Section Plans Verified 7�E fied # Foundation Inspection Value Complies? Comments/Assumptions & Req.ID 402.1.1 :Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [FO4]1 :insulation R-value.Where interior R R_ ❑Does Not ;table for values. ` insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection. Not ;❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;,Conditioned basement wall ElComplies Requirement will be met. [FO5]1 insulation installed per i PDoes Not J manufacturer's instructions. tNot Observable j i �❑Not Applicable j 402.2.9 ;Conditioned basement wall I ft ft ;❑Complies See the Envelope Assemblies [FO6]1 :insulation depth of burial or j❑Does Not table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 ;A protective covering is installed ❑Complies ;Requirement will be met. [FO11]2 !to protect exposed exterior ❑Does Not insulation and extends a s '9 minimum of 6 in. below grade. P❑Not Observable )❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. i❑Does Not not applicable. ❑Not Observable I f❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 4 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Recl.ID 402.1.1, ;Door U-factor. U- U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FRl]1 -]Not Observable U ;❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). UDoes Not ;table for values. 402.3.3, 402.5 :[-]Not Observable [FR2]1 ❑Not Applicable ,J 303.1.3 U-factors of fenestration products j '❑Complies Requirement will be met. [FR4]1 :are determined in accordance i (❑Does Not with the NFRC test procedure or (taken from the default table. f❑Not Observable ( i❑Not Applicable j 402.4.1.1 ;,Air barrier and thermal barrier f ❑Complies ;Requirement will be met. [FR23]1 :installed per manufacturer's i ,[]Does Not instructions. U j f❑Not Observable ! ?❑Not Applicable 402.4.3 Fenestration that is not site built V ;❑Complies Requirement will be met. [FR20]1 :is listed and labeled as meeting j ;❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 j s or has infiltration rates per NFRC I❑Not Observable 400 that do not exceed code ;❑Not Applicable limits. I 402.4.5 IC-rated recessed lighting fixtures} #❑Complies ;Requirement will be met. [FR16]2 ;sealed at housing/interior finish ! 1❑Does Not jand labeled to indicate<2.0 cfm k leakage at 75 Pa. �❑Not Observable ❑Not Applicable 403.3.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >= R-8 where duct is f ❑Does Not ;completely inside the J �>= 3 inches in diameter and >= i :building envelope. R-6 where < 3 inches.Supply and ❑Not Observable ;return ducts in other portions of I S❑Not Applicable :the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 y j ;for< 3 inches in diameter, i 403.3.2 ;Ducts, air handlers and filter ❑Complies ;Requirement will be met. [FR13]1 boxes are sealed with 1 �EDoes Not ;joints/seams compliant with I i International Mechanical Code or E ❑Not Observable International Residential Code, as 1 �❑Not Applicable j applicable. y 403.3.5 Building cavities are not used as ❑Complies ;Requirement will be met. [FR15]3 ;ducts or plenums. + i❑Does Not 4 i❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies ;,Requirement will be met. [FR17]2 !above 105 4F or chilled fluids ❑Does Not below 55 °F are insulated to>_R- 3 ;❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC f (❑Complies Requirement will be met. [FR24]1 piping. ❑Does Not 9) j '❑Not Observable ❑Not Applicable 403.5.3 'Hot water pipes are insulated to R- R- ;❑Complies Requirement will be met. [FR18]2 >_R-3. Z❑Does Not dJ E ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 Automatic or gravity dampers are )❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor air �ODoes Not intakes and exhausts. bNot Observable i ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 1 All installed insulation is labeled i❑Complies Requirement will be met. [IN13]2 or the installed R-values �❑Does Not provided. G❑Not Observable j ;❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood :❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable Bj ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and ElDoes Not [IN2]1 in substantial contact with the ;underside of the subfloor, or floor' ❑Not Observable iframing cavity insulation is in ti❑Not Applicable contact with the top side of t ;sheathing, or continuous ; 'r insulation is installed on the i :underside of floor framing and i extends from the bottom to the r s top of all perimeter floor framing I members. i 4 402.1.1, ;Wall insulation R-value. If this is a; R- R- ;❑Complies jSee the Envelope Assemblies 402.2.5, mass wall with at least 112 of the ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.E wall insulation on the wall ❑ Mass j❑ Mass tlNot Observable j [IN3]1 exterior, the exterior insulation requirement applies(FR10). ❑ Steel ;❑ Steel ❑Not Applicable i 303.2 ;Wall insulation is installed per ` ;❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. �❑Does Not 1E]Not Observable }❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 7 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, ;Ceiling insulation R-value. R- R- ❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.E[F1111 UNot Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [FI2]1 �Blown insulation marked every 300 ft2. I []Not Observable ❑Not Applicable 402.2.3 !Vented attics with air permeable I !❑Complies ;Requirement will be met. [FI22]2 I insulation include baffle adjacent I I❑Does Not ;to soffit and eave vents that i extends over insulation. i ❑Not Observable i ;❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the ;❑Does Not adjacent assembly. :[-]Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. :[-]Not Observable ❑Not Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ❑Complies :Exception: All ducts and air [FI27]1 determine air leakage with ft2 ft2 ❑Does Not handlers are located within either: Rough-in test:Total ;❑Not Observable conditioned space. leakage measured with a pressure differential of 0.1 inch ❑Not Applicable :w.g, across the system including ;the manufacturer's air handler enclosure if installed at time of :test. Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch w.g, across the entire system including the manufacturer's air handler enclosure. 403.3.4 ;Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not handlers are located within <=3 cfm/100 ft2 without air conditioned Observable conditioned space. handler @ 25 Pa. For rough-in tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated I ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of I y❑Does Not design air flow. ❑ ; 1EINot Not Observable Applicable 403.1.1 ;Programmable thermostats ; i❑Complies :Requirement will be met. [Fl9]2 "installed for control of primary I ❑Does Not ;heating and cooling systems and initially set by manufacturer to ,❑Not Observable t❑Not Applicable !code specifications. } j 403.1.2 ;Heat pump thermostat installed ! J❑Complies :Exception: Requirement is [FI10]2 on heat pumps, f ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water { y❑Complies ;Requirement will be met. [FI11]2 systems have automatic or ❑Does Not 1 accessible manual controls. ❑Not Observable ❑Not Applicable j 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact:(Tier 3) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ?All mechanical ventilation system} Moes omplies ;Requirement will be met. [FI25]2 ifans not part of tested and listed Not HVAC equipment meet efficacy ; ;and airflow limits per Table ❑Not Observable I R403.6.1. )❑Not Applicable 403.2 ;Hot water boilers supplying heat i i❑Complies :Exception: Requirement is [FI26]2 +through one-or two-pipe heating S❑Does Not ;not applicable. I systems have outdoor setback i control to lower boiler water ;❑Not Observable Itemperature based on outdoor i❑Not Applicable temperature. { 403.5.1.1 !Heated water circulation systems ❑Complies Requirement will be met. [FI28]2 i have a circulation pump.The i❑Does Not system return pipe is a dedicated I ❑Not Observable return pipe or a cold water supply; pipe. Gravity and thermos- ;❑Not Applicable (syphon circulation systems are f not present. Controls for ( ; i circulating hot water system { pumps start the pump with signal for hot water demand within the - 1 occupancy. Controls ! d I automatically turn off the pump when water is in circulation loop 11 I j is at set-point temperature and no demand for hot water exists. 403.5.1.2 j Electric heat trace systems i ?❑Complies Exception: Requirement is [FI29]2 ;comply with IEEE 515.1 or UL ( ❑Does Not not applicable. 515. Controls automatically b; adjust the energy input to the Not Observable heat tracing to maintain the t❑Not Applicable desired water temperature in the piping. 403.5.2 !I Demand recirculation water € - '❑Complies Requirement will be met. [FI30]� {systems have controls that ❑Does Not ;manage operation of the pump + and limit the temperature of the i❑Not Observable ;water entering the cold water j❑Not Applicable piping to<= 104°F. t 403.5.4 i Drain water heat recovery units ti❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not not applicable. I 1355.1. Potable water-side + 'pressure loss of drain water heat `` i❑Not Observable recovery units< 3 psi for I s❑Not Applicable individual units connected to one # ; or two showers. Potable water- i (side pressure loss of drain water heat recovery units< 2 psi for ;individual units connected to ;three or more showers. 404.1 90%or more of permanent S❑Complies ;Requirement will be met. [FI6]1 :fixtures have high efficacy lamps.j ❑Does Not I iE]Not Observable , i ❑Not Applicable 404.1.1 Fuel gas lighting systems have �❑Complies Requirement will be met. [FI23]3 no continuous pilot light ❑Does Not -0 i ; -'❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. f❑Complies ;Requirement will be met. [FI7]2 I a ❑Does Not + t 3❑Not Observable l UNot Applicable j 11 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 303.3 'Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 i mechanical and water heating ❑Does Not systems have been provided. P $❑Not Observable j } ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Brian August- Lot 1 (88) Deer Run, Southold, NY 11971 Report date: 11/16/23 Data filename: Page 10 of10 8/ 2018 IECC Energy 1 Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.60 Below-Grade Wall 14.00 Floor 30.00 Ceiling / Roof 35.60 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.20 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments --.._...._...__... — -..__..........._._....._.__..... w THE FLOOR LEVEL.THE CLOSETS,BOILER AND LAUNDRY ROOMS ARE EXEMPT.) HABITABLE 1 MS ROOMAREA FINISHED CELLAR 24645.F. �•��{ 665 WATT BULB ROOD. 1 65 WATT BULB=BOO LU11EN5 2464 S.F.%B=1<78484 14784!800-13 MIN.LIGHTS REQUIRED OUT SIDE BASEMENT ENTRANCE 10'CONCRETE WALL ON MIN 70'X10•FOOTING 4'CONCRETE r• 4'DRAIN TOITH C DRVWELL CONCRETE STING AIR IV-11' z 63'-Y MEETING R311.7-STAIRWAYS. A W HANDRAIL PER R311.7.8,34--SW ABOVE rTl n� NOSING.35'HIGH GUARD RAILON •-----• W W ^ TOP OF CONCRETE WALL. rn W 11.0. vJ O O, r Ns;-- - -------- -cco ^ _ � OO 61-8% 5T4%" 20'-0' 5'h o GAMEIMEDIA ROOM O EXERCISE ROOMa� g m` F.D. CLG - O ci GYP.BD.CLG oQ8"$ E�m Py EXTERIOR c A r"i ac@fl cpg28,e aao m - E8i• gHm3= s@ �o=`� e 89 o'��€ v cH - s.y;_e , r bi 12'4' 9'-11'h' 55'-6Yf 5 a' g E 8,6 E 10'-2' r r 80 WETBAR 1 GUARDRAIL • _______ {l;�d •------- -------- ----------- - ,___-____- �Ws10 X 26'STEEL`"BEAM ,l — — — — -—-— -- -- —-—-— — — — — D!u. I r F. Ib1AiV „ FAN 1O Sh - r- 'NSULATE INTERIOR Y T ® WALLS OUNDB TTS ING WRM SOUND BgTTS. - r r , r , MECHANCIAL ROOM Imeclumial Code chapter12-22 NON BRG FRAME WALL CONSL ^ f O p O IO O O erteplent and of ins of Adju o o w o I'ROOF VENT Provide and notify GC a/AdjuslmenLs. _ ----4.0- m (9 SJB'fim on - �/ d'-0' N O ROOF %'fearotMemIlbond, ent ems^ o W Sid, rovid aallon-wpnppppsite 4 1/1) off/ N z alde.Proddea Norvurrem lath easePoor MINUTE `/V N Z am Iasdde wav:rammWdYour thru ` as.Pmvlda alr from outdoors n STEEL DOOR < I—s—ed qto Part V-Mechadral LSELFNG W 0 Chapter 12 of the NYS Code. O § O C3 J FIRST FLOOR � 8R PANE �l CO O � THEATER ROOM 3-V L �j zv zv v 14'-3' 10 1� W.C. CLOSET I�r SHWR CELLAR W y N r 3' r r FINISHED BASEMENT PLAN " E-4 0. SCALE:1/4'=1'-0" O Smoke Detector 4'C.I.WASTE PROVIDER E BLOCKING IN Carbon Monoxide Detector ACCORDANCE WITHwITH R332.11 PLUMBING RISER DIAGRAM C.I.H.T 4'dla.C.1 DRAIN TO O Refer to DWG-1 General Notes OF THERESIOENTAILCODE. v� Nrs EXISTING SYSTEM In accordance With Section 916 of the ��777'''!!! y•-� 20201FC,R314,R315 of the Residential AREAscHEDOLE MW \ •p rX o 1.PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 code Of NYS NAME AREA I'+rr1 �J 752 o N•'n 2.PIPINGMATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS r Ian baaamem amp 24s3.6 can KEY O ^' MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 R302.13 FIRE PROTECTION OF FLOORS: ��tt CD �M c4 PROVIDE 77GYPSUM BOARD ON ENTIRE FV "fir rn sp p: SECTION P3008 BACKWATER VALVES CEILING ABOVE BASEMENT ATTACHED FINISHED CONCRETE FDN WALL TO THE UNDERSIDE OF THE JOISTS. LIGHT AND VENTILATION NOTES. 2x4 WOOD STUD WALL @16'OC P`—U ARC O P3008.1 WHERE REQUIRED PROVIDEAPPROVED MECHANICAL VENTILATION SYSTEM 1/2"M.R.GYP BD WALLSCAPABLEOF WHERETHE FLOOD LEVEL RIMS OF PLUR7BING FI%TURES 7HEROOM OR PROVIDING N HOUSE CHANGE HANPER CAHOUR VENTILpTION SPRAY FOAM INSULATION CW6Q03`cM�yjl�.A . , 63'-7' 15'-11' 15'-5'/,' 7'-11'f.' T-11 Yf 3 f 74 13.1f4"1VL 1! -------"`- -"- XB WOOD(( POST L4YtAZEK-TR;I.S`� 30'0' - um cO CONCRETE '-%C� CONCRETE PORCH COVERED PORCH PORCH w CONCRETE IPORCH n Z FRAMER TO VERIFY CENTERLINE 8 I ? f, U HEIGHT OF WINDOW OVER KITCHEN w w SINK WITH KITCHEN LAYOUT PLAN 12'PLW'lOOD SOFFIT W PROVIDED BY BUILDER. I '@ _ _ T ` /LINE OF FLOOR_-___ - - - - l y NI- SOL NLGDEO8OL 3 fi - FW^12780AR TW2(146 TW3046 TW2046 X NLG01208D4 I I NI -4 'I I W�1 1 _ r-__ �(21i-3.4'zT1-7 �x1 .._� I _ _ _. 1 1 r' - (��(3`1'11'd'x1'1-7/�8'LVL"�^ 1-y:A ,'1�� a{'"'(3"')1314"x 16 LVY_; '�3I13<` t6�L 1 I [fir---�--- 29' 51'• sx 3:G 51;' I' KITCHEN �i0'CT CLG I I FLAT CLG10 _0 GREAT ROOM i I MASTER SUITEI I O Q 0 W P'. FAN FLAT CLG I I STEP CLG T012'0' �'10'-0' UL LISTED GAS PRE-FAB FIREPLACESEETH 1 I Iom `, i•" SEA EDRGLASSGUGH WTM OO AS PER RESIDENTAIL I 'j2x4TCSTUDY I' CODE-CHAPTER IO C�] FLAT CLG j '-' I VENT TO EXTERIOR I 1 I �2 NOTE:GLAZING HAZARDOUS LOCATION:R308.4 h C II�n y tF INCLUDING BUT LIMITED TO THE FOLLOWING: ( L' 1 ! ` I ry j/ ✓ 1 m L E fl o c y SAFETY GLAZING(TEMP GLASS)IS REQUIRED R-21 BATT O m x�I LLL,,,yyy I I I I _______ Iry °' m °g `m AT GLAZING IN A BUILDING WALL ENCLOSING INSULATION I I I ! ..� I _ATHTUBS AND BOTTOM EDGE OF THERS WHERE THE 'P G IS LESS " 4'-B. l 1 .\ IL t I c___-_ I PLATE HT_____x THAN 601NCHE5 FBOVEASTANOING b q _ RA c________ SURFACEAND DRAIN INLET. m 11'-10'h' = S. - - IB'-3' � VOy I11�_-_ m (2)J,3/4'xit7f6'LVL-46 _ GUARDRAIL Pb _t(2}.1+3:<<x11-7/8'LVL{` $E m -_- VlET SURFACES:R308.4.5 1 __ Q 1 c�2 g GLAZING W WALLS.ENCLOSURES CONTAINING n - �2-2xtLL� Y • .�l.+rLUSG�� {JAIL 1G A FLUSH Ito 1 I =- -m WHIRLPOOL.BATH TUBS,SHOWERS, --- - mffi' • 53: _ L m c R-11 SPRAY - o 3w' 6'-6' Ei """" ""'_"" " FOAM INSUL SVJIMM.ING POOLS.MOTTUBS WHERE TH BOTTOM 3 11'-10'/a'� ' �I 9'-0'LLG Hi EDGE OF THE GLASS IS ESSTHAN 6^_' a0 55g (' S's ix ON IAEASUR®VERTICALLY ABOVE ANY STANDING OR I ' I I •+ S 4 O8 I - o 2 c _ `-b+ c a mm WALKING SURFACE SHALL BE CLASSIFIED AS 's I m I F m B•-q•X9'-O'HIGH i 'c WALK-IN m }•I I ' 2},m c o V aO c PER ILE R308.3.1(1)AND R308.3.1(2) w SEALB INSUL.ATE�a_______ ne -' ,I IIb ' F 1� RS CLOSET f v�cD Q'"`$F ATTIC STAIR PER -""" w 9'-0'CLG HT ' n E R 5 -+ i _ _ 3'-d' _ I '�' 64CE1 JOIS B ,16 I 2 E a `c° SECT.1102.2.4 - SON 5-0 9 , aS yjpr U ______ { TN _ �.,. 2x4 COLA AIP71Es, 8'°7\ EXCEPTION:GLAZING THAT IS MORE THEN 6W N SEE DET ON DWG-3 _ 3V: 5%' I - MEASU RED HORIZONTALLYANDINA STRAIGHT LINE, m �\ ^ -- ------ .-�•_ �{ FROM THE WATERS EDGE 1 - - .,. R302.5.1OPENINGPROTECTION'• y,o SAFETY GLAZING IS REQUIRED ADJACEVT TO _ INSULATED SOLID CCRE STEEL 2,e" STAIRWAYS,LANDINGS.AND RAMPS WITHIN - DOOR, MINUTE FIRE RATED. I� t ,n Stan,I \ SEAL&INSULATE 36INCHES HORIZONTALLY OF WALKING SURFACE 1� o WEATHER STRIPPED _ ---"""""- n' CLOW4 ( ATTIC STAIR PER OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM I` Wf SELF CLOSING DEVICE. MUDROOM u - 'y m 9'-0'CLG H7 SECT.11D2.2.4 n < ^ m f m TREAD OF STAIRWAY IN ANV DIRECTION AND WHEN SEE DET ON DWG-3 EX DIED SURFACE OF GLASS IS LESS THAN a ' ' 4-W w G ---------- AN m ;� ___________ m o _ , ' in Hs 60 INCHES ABOVE THE NOSE OF THE TREAD - -� 61f2'x-1818"LVL • N m '� P'4'-0' I �I 0 OR WALKING SURFACE. b (4�2X '^ :._, -____ ' a 1 u ______________ _______________ __ is _ _________________________________ _______ __ LVL AL. 2•-0' 2'-8' iz_____ ____________u_ GE 4-2X6 S DWEELLLINGGARAGE POST V NT CLOTHES DRYER I�) _ I i ENTRY / 2-6 n TWO STORY SEPARATION IN LVL IN ACCORDANCE WITH DINING DINING ROOM �III2 3 "r C APTER 15-CLOTHES - „ W ACCORDANCE WITH DRYERS EXHAUST. - o FLATCLG m I l c I 3 TABLE R302.6 @tow' I,I m 5'-2' ® I SEE DWG-1 FOR TABLE LAUNORV ROOM TElAP GL INSULATE WALLS COMMON WITH LIVING ll�__...JJJ —_ �t Z ^ lTIxID�Y x., �'Yi - MASTER 1 AREA. 4L^l r y / VAULT 013n FAN I a 6j r r 211-1 LVL. - o PROVIDE:HEAT _ -Vf2B52 !Y _ z•an ^ sue _ c I 2'x9' RAFT SLU iF cl m DETECTOR PER R314.2.1 _ - 2 6 L In JCIS S 16% I co LIVE OF WAL ABOVE c , TW30563 P m _H I 1(2}t-314Y117/ LVL FL SHI _ 2x4 .CAR TI 5 rei 46 oc^ I F _______ .q+^'`' Ii/erPLYYIDS FFI - - - - - - - - - J �- ROCF OVER - m IVALK-IN N 42X6. w ,jx 1B'LVL 4, ice— LINE OF WALL ABOVE SHOWER ) y 1 ____________ ___ ________ 2X6 mly CONCRETE ---.x- N z ________________________________ ___ ________ �T N lr'PLYWD SOFFIT _— LL�v •- w w r PORCH i�t5-0' �` 1- I K Q _____ a - '\\ a' W 3 LIN 3'-M..' I m W bi Z 3-2x10 H 3.2x 0 CL I O Q ® V W U w fk _ _TW3OE6-2_ BXB WOOD POST TEMP GLASS 'q n FINISH T01TX 11 R312.2 WINDOW FALL PROTECTION NOTE: (`„ �;I Wf AZEKTRIU. TOP OF THE WINDOW SILL SHALL BE A MINIMUM OF 24"ABOVE THE FINISHED IP FLOOR AND GREATER THAN 72"ABOVE THE - 23'-0' FINISHED GRADE OR OTHER SURFACES BELOW ON THE EXTERIOR SIDE OF THE o _i- ----- •---•---------- BUILDING.SHALL COMPLYAS FOLLOWS: l N HIN 4'-4' B'-10;'° 14'-2'/.' B'-10'/e° 4,-4• 36 INCHES HOANOINGS•AND RAMPSWI SURFACE FTl O INCHES 11 INCHES HORIZONTALLY OFWALKIN GSURFACE TREAD WITHIN STAIRWAY IN ANY DIRECT OF THE BOTTOM V EXPOSED STAIRWAY IN GLAS IECTIONAND WHEN EXPOSED SURFACE OF GLASSF LESS THAN O INCHES O SURF HE NOSE OF THE TREAD OR WALKING SURFACE I� L TNJ2U32 - - - - - - TW30d10-2- - - - - - - - - - - -TW37670.2 - - - - _ - TW2032 2-2x8 3.2xto; -3-2x101, 2-2x6 TwDDaio- - - - - - - - - - rvuaonto i - - - - CLG IIT 9-7 OIL I 23'-0" 5'-6' I 13'-10'/.' I I 13'-10'/.• I 5.-fi. I O S'w AN ® BEDROOM#3 I I BEDROOM#2 I I a - 1Y"D•CLG I I �1-PaGFT— I ___. ___. O F" 5�� yye$S I - I Y I Y I \/ I I �L{ �l Q I 'SHWR\ I ♦ @Y, Iw 5E, e, RECREATION ROOM �,, I I I!' 'CLGHT CHASE FOR z f� FIREPLACE GAS VENT a� VIALK-IN IN1 UO I O,I 1 I V.I.F. I m� men°m FFT OSMOKE 2,i I � ,�}� I :."L.,¢:cp,}a1U/'��%. I I ♦ S-0'CLG HT I III 1 c -R CIG __-_-____ NmWLK-INALARM CLOSET am,'c oI S ALARM!t)1 31C'z11-7 DGEBOARD _LV -S. 11'-0'WALL HT 2 `m =-o t1'-D'WALL HT O 5�_• I °t` °-`a"�y I 2B\ {� I a_2a€ 2_n�r3p3 - I I �t `m tea; ioa I _-_-_ j7-3/4_Y11.7 B'LVL"RIDGE80ARD ^a c -1 u - I �' a ° mo- , IHALL s 4 I roastmE= 11'-0•CLG HTO L I L SEALAINSULATE I Rv°jrt - O U I I ATTIC STAIR PER ------" "' I SELL it D2.2.1 I I Z LL SEE DET ON DWG-3 WATERPROOF I _ _ _ ---------- PROVIDE F R11 11 T!e LVl F{USH: I I 2:8' - PAN WITH OURS 6DRAIN 3.-1.3%• N,S.-1. \ ---------- `@I FLUSH WITH t-0CEILING-- ___ ______ OPEN SAWS TRADE BALCONY I STAIR RAILINGS =) 2 �:`• W K- x NOT LESS THAN 36'IN HEIGHT I �'S KNEE WALLABOVE ; • WITH PATTERN I SPACING SUCH t O TO SUPPORT RAFTERG CLIT'i THAT A SPHERE d•IN CIA. Ij L \'YA,`1, I LINEN 4 CANNOT PASS THROUGH ryy}� c •�qT� Q Ent j �d� 3 AID• \ 2'-1' I� ----- --- � below- 'DIA.MAXIMUM y, ^�' S%• 1 .r I I I m1w •/ERRING I 3-2x71 1 I i `~AFL r IZSI A'H I� .B E xD ROOM 9'-0C 11 0 CLG HT � Z ---17TORAFTERS-A 6Dr II III III III CNvD�CEILING J--IBT C _ 1 iCAR CZT-7'PLT HT T ❑ LU T-D- N PLT HT I 2f6 I Of < - I PROTECTENLLCSED _-! _ _ r � I W LU ACCESSIBLE SPACE UNDER y _ - - I 2.2 f6 7.-D. m W W STIARS WgTH TREA05:MINIMUM 9`.1'NOSING TW26410 ? I_ - - - - -TW26di0-2 - - .1 N J -T -TEMPO - -GLT IfT RISERS: MAXIMUM NTT UO � N 1.T GYPSUM BOARD 7 OF H E STAIRS. SHALL BE CONTINUOUS O THE FULLLE ILS I HT HT - - - - - - - - - - - U PLT PLT TW3 iD-2 I OF THE STAIRS.HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT 8F LESS THAN 1-1ld•NOR MORE THAN 2'IN TW20210 I CROSS SECTIONAL DIMENSION•OR THE SHME SHALL ' IN GABLE PROVIDE AN EQUIVALENT GRIPPING SURFACE UNINHABITABLE ATTIC I I 1••�I 6:.ur„,n x�i+„o,neon• 2,10RAFT V ! - - - 9-0' PLATE HOT r..I,e �� i 3'•3'/:' S'-3%' T-0' 9-D'PLATE HT 14'9%' Ewa L h 1-1/2"SPACE I ' s`T% CU E HANDRAIL MINIMUM 4°-7 W }I � i /o 0 ED TW3046.2 R312.2 WINDOW FALL PROTECTION NOTE: r .� c� o too TOP OF THE WINDOW SILL SHALL O ''"':p N o BEA MINIMUM OF 24'ABOVE THE FINISHED "" 10 FLOOR AND GREATER THAN 72°ABOVE THE r+ In v^FG FINISHED GRADE OR OTHER SURFACES N� y BELOW G.THE EXTERIOR SIDE OF THE 9,Attached Motor Vehicle Buildings and Commercial Buildings BUILDING.SHALL COMPLYAS FOLLOWS: �5 P Jki a FI9°xe z:rYptppl sipo-Eleva6mn_ HANDRAIL 1YIA Dn AltacheE Motor\'ehide Relate.Occupancy O P G AITAI`LICrI Tll IA/AI 1 n n AI ATC uCl x � _ � � _ � , l�oa C� EVOI °i��EV7 d R- -Zs - K- gu_ dUe, ISO D. ,0 NOTE:GLAZING HAZARDOUS LOCATION:R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. WET SURFACES: R308.4.5 GLAZING IN WALLS,ENCLOSURES CONTAINING WHIRLPOOL,BATH TUBS,SHOWERS, SWIMMING POOLS, HOT TUBS WHERE TH BOTTOM EDGE OF THE GLASS IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CLASSIFIED AS PER TABLE R308.3.1(1)AND R308.3.1(2) EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, FROM THE WATERS EDGE 40'-7" SAFETY GLAZING IS REQUIRED ADJACENT TO 4'-4" 14'-2 STAIRWAYS, LANDINGS, AND RAMPS WITHIN W 8'-103/e' '/" 8'-10'/g" 4'-4" 36 INCHES HORIZONTALLY OF WALKING SURFACE r-`1 OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM V TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD r_1 OR WALKING SURFACE. nw TW2032 TW30410-2 TW30410-2 TW2032 I ~/� TW30410 2-2x8 N ' — — — — TW30410 2— � -2x8 \ \ 3-2x10 / / \ \ 3-2x10 / / � i(DDo N ° I \ / \ / 9'- CLG HT UJ �c 7 \ - - - - - - - - / \ - - - - - - - -I Qi r — - -r r - � 1 9'-0"CLG HT w^^° 5'-6" 1 13'-103/4" 1 I 13'-103/4" I ° 5'-6"ILI 5I z FAN 3'/, I I 31/2 I I 3'/z' a' FAN 51/Z I ® BEDROOM #3 I ^ I I BEDROOM I#2 I ® a �—+ a 11'-0"CLG HT I I O E-1 I i I 11'-0"CLG HT I A 1E � I o O ° U\ I o `°00 I o ca 0 I RECREATION ROOM I �� I �U IV-0"CLG HT 1 cn U) I _w I Cl) U)U) I I 5.6 I w -,~ I W Oo- I I CHASE FOR y s LL [7 LL c7 M FIREPLACE I y o 1 g I Q z g I i I GAS VENT N 1 o W 0 I J I I V.I.F. I a)•r- o f `" I M CLOSET I c 0 I U� I I 1 a, c s a) m P ° ALARM I ti 9'-0'CLGHT - - - - - - TO N N J- - - - - - - - - - -1 iv WALK-IN I c LoU00 > N X U D)` U C N = y \ N / \ CLOSET I I c c i' 0 `o a)(D °- o m R o o ° = at S ♦ / \ \ 9'0'CLG HT cw y o) � 0.Os 0 cv ALARM co I / U .0 C m Iv (1)1-3/4"x11-7/8"LVL RIDGE BOARD / \ / \ 5,-6„ I o. a Z UU ui a00i° 00i Y CY) k 11'-0"WALL HT 11'4'WALL HT y '- >.0 O CD. tz O c I co 2'8" � . 2'8, nw n.a 3 L c c� 3 0 0 NU N O I I C ° U Q O = N w D) N- 1 ° O - 0 OI fn: — � N C i o :° I I La, M�-= o � ti ~ (1)1-3/4"xii-7/8"LVL RIDGE BOARD —}ih o u a o I- - - - - -- - - - - - - - - - - - - - - - - - - - - - - -� I I L o o ro c L_c a 0n i I ,-__________ „ 1 _ , 2 O.N y ` f9 O C 0 tp U) I z'� t y c 1 -�" o HALL Os c� - L r ° O O ' ,. ' O ao a) C ORE u- O•O y U co ti t- U in m 0- F- ca E d.0 O R I - 3 c9 111'0"CLG HT RAILING I z 1 SEAL&INSULATE 1 - `an in_ : ' z I I Lu ' - I I I 1 I I I — ___________ s• J CO I I I I I I I U I c� ATTIC STAIR PER I I w I D I I I I I I I I W SECT. 1102.2.4 U m t-- ° e A I I I I I I I J. D U N 1 z r SEE DET ON DWG 3 `� N x 1 N R"1 yt.... I ;Adl , l_t{-: . y�.,._ Ay-.` - .,rk-* . .W_S„f}y i•.•.. ,,..,yysia.; °.i`.:,..a.•.4, b \ ' \ ' I I I --------- O O0 (2)1-3/4"x11-7/8"LVL LUSH 1 LL7 �,•, I I I 1 I I 1 O PROVIDE WATER-PROOF _ _ _ _ _ 2,,8„ _ fD �*— _ _ _ X PAN WITH CURB&DRAIN „ 3'.1 2" 5,_1„ ----_----- I @ FLUSH WITH 1V-0"C ILING 1 N �(\ I 3+/2 / \ , Lu HEIGHT OPIEN BALUSTRADE BALCONY/STAIR RAILINGS 1 , 2, i ( i __________ J jI ° ' z � uJ NO)T LESS THAN 36"IN HEIGHT \P �`�1/ Cn 3 n , , z g WITH PATTERN I SPACING SUCH i O� m O� KNEE WALL ABOVE 1 LINEN �' CLT I� ' ,/ 1 ---------- Q C' �O C° Iw � �' TO SUPPORT RAFTERS I , , -- LL z W THAT A SPHERE 4"IN DIA. `q / z , \ ,c v Div , I ------ �I x U U CANNOT PASS THROUGH �q j I \� I ' ' i ' ALRING ` ; co N N N Open to o 4„ 2'6" ' ---------- I I below (D MI 3 0.1 L ' 0 11'-9" ° I/ 2'-1 �' ; 14'-4" LU 4"DIA.MAXIMUM I b'/" N tO oo / ' 5/z 0 11 I O C ' I , Of aU !BEARING � I I 3-2x10 cv r SMOKE S I I In �I CO m w U)I I / WA�L io ALARM � o I O , I i ALARM co I o C I a z g u-(BATHROOM i BEDROOM #4 ' I o p 9'0"CLG HT, 11'4'CLG HT �FAN W�® x U Icc Cal0"X30" 'n N N N I 10 AF E S 16"oc I I III I I co m ATTIC I I ' iv g 2x8 CEILI G J iISTS @ 16"oc g� I I I I N w ACCESS 7'7"PLT HT - W 2x4 COL AR TIES @ 48"oc UP I I I I U 0 co HATCH o, I I l I a z ' _j' 1 T-o' cV co o�< I 2-2x8 U ; I U; PLT HT I 3-2x8 I I I Q PROTECTE N I I ° - m UJI O z ENCLOSED - I � u_ di ACCESSIBLE SPACE UNDER TW28410 1 � 2-2x10 k 1 TW26410-2 O a .J STIARS WITH TREADS: MINIMUM 9"+ 1"NOSING I 1 — — —TEMP -- — ' In ' _ — — — I — — — — — — I _ 7'0'J I [- > Q < RISERS: MAXIMUM 8-1/4" c 330"C0" PLT HT U W (° 1.2"GYPSUM BOARD ' 7' N C) ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH I ACCESS PLT PLT _ — — — _ — —10-2 _ — - OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS R-15 BATT N HATCH HT HT SHALL NOT BE LESS THAN 1-114"NOR MORE THAN 2"IN U INSULATION , IN GABLECROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL I PROVIDE AN EQUIVALENT GRIPPING SURFACE ¢0 R-15 BATT O J en STORAGE , INSULATION m o 9'-0 CLG HT I o H Iw Co - H - — — — — — — -- — — — — — — — — —Stair runes with 4 or more m 2x10 RAFTERS 0 16"oc r risers recquire a hanlirall � 1� See Tip Sheet 2 for Z= 2x6 CEILING JOISTS @ 16"oc z- 2x4 COLLAR TIES 48"oc I= 5'-3'/a" 3'-103/." 3 more inkornrttion on the -I- requirermen S for - 3-10/. 1 8/. handrall s. _ W w w 9'-0" PLATE HGT R31 LZ8S Z I Y , 3-31/2" 5'-3'/2" T-0" 6'-10'/2' 6'-10'12"N - Ile 11O}- id u [' �, 9' 0"PLATE HT W N �' Sl�2pi nq y 12'-0Y" 4 H 5-7'/2" 1-1/2" SPACE -8'i 3,/2„ 3,hI 4-s'/2I 40'-7" 2 „ HANDRAIL MINIMUM a' �i o 2-2x10 ��l LIE ►T+ > M �J I TW3046-2 R312.2 WINDOW FALL PROTECTION NOTE: W 00 1 o `.J I ! TOP OF THE WINDOW SILL SHALL O Minimum requlrred B ct A BE A MINIMUM OF 24"ABOVE THE FINISHED O M R3„v7;w"'tr,lys ss°. 10 FLOOR AND GREATER THAN 72"ABOVE THE 10 FINISHED GRADE OR OTHER SURFACES RED ARC BELOW ON THE EXTERIOR SIDE OF THE S J 11jj. O Figure 2:Typical Stair Elevation HANDRAIL [NY]915.3.3 Residential Buildings and Commercial Buildings BUILDING. SHALL COMPLYAS FOLLOWS: With an Attached Motor Vehicle Related Occupancy ATTACHED TO WALL 9'-0" PLATE HEIGHT R312.2.2 WINDOW OPENING CONTROL DEVICES: Carbon monoxide detection shall be installed in a central or otherwise approved STAIR RAILING DETAILS/ CODE MINIMUM AREA SCHEDULE 2ND FLOOR PLAN location in each occupiable space in a commercial building and within 10 feet of WINDOW OPENING CONTROL DEVICE SHALLik ,I STAIR I BALUSTER STYLES ARE DIAGRAMMATIC „ _ , „ the entrance to sleeping areas and sleeping units in residential buildings COMPLY WITH ASTM F 2000. THE OPENING NAME AREA SCALE: 1/4 — 1 -0 and commercial buildings that: ONLY-CONTRACTOR TO COORDINATE STYLES g DEVICE AFTER OPERATION TO RELEASE THE or �Q Q� / WITH OWNER/FINISHES SECOND FLOOR AREA 1646.2 sq ft. DOOR NOTES: 1. Have a communicating opening with an attached motor vehicle related occupancy, DEVICE SHALL ALLOW THE WINDOW TO INTERIOR DOORS: 8-011 HIGH 2. Share one or more common walls with an attached motor vehicle related occupancy,or FULLY OPEN TO MEET THE CLEAR OPENING QF Nc`N 3. Are located one story above or below a motor vehicle related occupancy. AS REQUIRE TO MEET EGRESS R310.2.1 i 'R O gd APPROVED AS NOTED COMPLY WITH ALL CODES OF D TE: 1-18-2 B.P# 50 2 ) 2- NEW YORK STATE&TOWN CODES u C f-3 REQJ SED AID CONDfT ONS Or to=TT".JIB NOTIFY BUILDING DEPARTMENT ATDTG:;"!fUv" tia$0%. J 631-765-1802 8AM TO 4PM FOR THE `�JT,,, , FOLLOWING INSRECTIONS: FOUNDATION-TWO REQUIRED FOR POURED CONCRETE . ' c r� ROUGH-FRAMING&PLUMBING '~ ••u 2" 3 23 INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C-O. ALL CONSTRUCTION SHALL MEET THE ELECTRICAL REQUIREMENTS OF THE CODES OF NEW INSPECTION REQUIRED YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS PLUMBER CERTIFICATION DO NOT PROCEED WITH ON LEAD CONTENT BEFORE FRAMING UNTIL SURVEY CERTIFICATE OF OCCUPANCY OFHA SEEN APPROVED. N SOLDER USED III WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. $louver door and ductwork testing required. PLUMBING ALL PLUMBING WASTE &WATER LINES NEED TESTING BEFORE COVERING Must pro-ddo Manuals D,J and S as per NYS En rrgy Code TCUSS rLACAI"0!`.f0 REQUIRED Fire rep=tion required r s pvr 14YS Code RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE i GENERAL CONSTRUCTION NOTES 14a. Draftstoppping material R302.12 shall be as follows: TABLE P3201.7 TRAP SIZES'p FOR PLUMING FIXTURES MIN. UNIFORMLY DISTRIBUTED LOADS FASTENING SCHEDULE In combustible construction where there is usable space both above and below the concealed space 1. All construction shall conform to the 2020 Residenttial Code NEW YORK STATE. of a floor-ceiling assembly, draftstops shall be installed so that the area of the concealed space does USE LIVE DEAD BASED ON TABLE R602.3 (1) NAILING SCHEDULE as adopted by New York State May 12, 2020, not exceed 1,000 square feet. Draftstopping shall the concealed space into approximately PLUMBING FIXTURE TRAP SIZE LOAD LOAD Additional Code Compliance: equal areas.. Draftstopping shall be provided in the following locations: MINIMUM g 10 DESCRIPTION NUMBER AND TYP Uninhabitable attics without storage 2020 Energy Conservation Construction Code of Nlew York State,the 1. Ceiling is suspended under floor framing. of FASTENER inches 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. Uninhabitable attics with limited storage 20 10 Fuel gas code; Existing building code; Property maintenance code. Bathtub (With Or without Showeer head ITEM ROOF FRAMING ALL CODES shall supercede the drawings and shaall be incorporated into the 15. No backfill shall be placed against the foundation walls and/or whirlpool attachments) 1-1/2 Habitable attics&attics served with fixed stair 30 10 drawings WHETHER they are indicated on the Plans or NOT. until the first floor framing is in place or brace the foundation 4-8d BOX 2-1/2" OR Bidet 1-14 Balconies(exterior)and decks 40 10 1 BLOCKING BETWEEN CEILING JOISTS OR RAFTERS TO TOP PLATE 3-8d COMMON ) E' Additions,Alterations& Renovations: shall conform with Appendix J 16. Double joists under parallel partitions and under whirlpool tubs. Clothes washer standpipe 2 Fire escapes 40 20 2 CEILING JOISTS TO TOP PLATE 4-8d BOX (2-1/2")OR Double around openings in floor and roof framing. Dishwasher on separate trap) 1-1/2 2. Written Dimensions take precedence over scaled(dimensions 3-8d COMMON Guards and Handrails 200 CEILING JOISTS NOT ATTACHED TO PARALLEL 4-10d BOX (3")OR g Floor drain ( p 2 3 RAFTER LAPS OVER PARTITION TABLE R802.5.2 3-16d COMMON 3-1/2" F) 17. Metal flashing shall be installed were concrete abuts wood, 3. The contractor prior to the start of construction shall verifyall and were decks abut house framing. Kitchen sink one or two traps, ,'With or Guard in-fill components 50 4 CEILING JOISTS ATTACHED TO PARALLEL RAFTER HEEL JOINT SEE TABLE R802.5.2 F/ dimensions, existing or new and be responsible foar field fit. without dishwasher and food W✓aste disposer) 1-1/2 passenger vehicle garages 50 COLLAR TIES 4-10d BOX (W) OR 18. Install joist hangers at all flush structural load bearing conditions. 5 Laundry tub one or more Com artments OR 1-114"X 20 a RIDGE STRAP 3-10d COMMON 3" F/ 4. The mechanical systems, electrical systems, plumbing systems and solar energy systems, rY ( Kp ) - Rooms other than sleeping rooms 40 10 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 - 6 RAFTER TO TOP PLATE 3-10d COMMON OR 2 All systems are to be designed, installed, &specifiied 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 electrical or plumbingsub-contractors. the floor area being ventilated. Refer to Residential Code section R303 Shower (based on the total flown rate through 0 g showerheads and bod s ra s Stairs 40 20 Electrical certificates are to be provided the electrical contractor. Y p Y )� 20. All window and door headers to be 2-2x10 unless noted otherwise. Flow rate: Roof 20 20 7 ROOF RAFTERS TO RIDGE,VALLEY OR HIP 4-16d Tt 5. All New Footings shall bear on Virgin, undisturbed soil with an assumed bearing capacity 3-10d COMMON 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 5.7 gpm and less 1-1/2 3-16d BOX OR be the responsibility of the general contractor to verify the depth of all existing footings Vent range hoods as per Section M1503 More than 5.7 gpm up to 12.3 (,gpm 2 2-i6d COMMON El disturbed by construction. Bathrooms/mechanical ventilation as per Section M1507 More than 12.3 gpm up to 25.M gpm 3 ALLOWABLE DEFELECTION OF ALLOWABLE More than 25.8 gpm up to 55.6i gpm 4 STRUCTURAL MEMBERS DEFLECTION WALL FRAMING 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 Navin slopes renter than 3/12 with 16d COMMON with an allowable bearingcapacity of less than 1,!500 psf are like) to be resent at the site, 8 STUD TO STUD(NOT AT BRACED WALL PANELS) p y p y p and NFPA 72.Shall be provided in each sleeping Room, outside of each separate sleeping no finished ceiling attached to rafters L/180 3.5"x 0.162" 24 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 9 STUD TO STUD AND ABUTTING STUDS AT 16d BOX basement and cellars and not less than 3 feet from the bathroom door containing a Interior walls and partitions H/180 INTERSECTING WALL CORNERS AT BRACED WALL PANELS (3-1/2"x 0.162") 1E 6. Cast-in-place concrete shall be air entrained; 5%K 7%total air content by volume and have bathtub or shower. Alarms shall be interconnected and hardwired to a commercial source, 16d COMMON 10 BUILT-UP HEADER 1E 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, L/360 (3-1/2"x o.162") garage slabs and steps shall be 3500 psi. All woark shall be in accordance with chapter 4. the smoke detection system of the ENTIRE residence must be brought up to code, TABLE R302.65-8d BOX All Concrete shall conform to the latest ACI standards. hardwired and interconnected. DWELLING- GARAGE SEPARtATION All other structural memebers L/240 11 CONTINUOUS HEADER TO STUD OR 4 8d COMMON 113 ) T 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 SEPARATION MATERIAL Exterior walls with stucco finish H/360 12 TOP PLATE TO TOP PLATE 16d BOX(3-1/2"x 0.162) 1E 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 8-16d COMMON(3-1/2") Fp Minimum yield strength of reinforcing steel shall b(e:40,0000 psi (grade 40), in the immediate vicinity of the bedrooms, combination carbon monoxide EQUIVALEI:NT TO THE GARAGE SIDE J. -13 DOUBLE TOP PLATE SPLICE OR 12-16d BOX(3-1/2") JC required reinforcement shall be in accordance witch Table R404.1.2 1 thru Exterior walls-wind loads/flexible finishes L/140 E/ q ( ) and smoke alarms shall be permitted in lieu of carbon monoxide alarms. FROM HABITABLE ROOMS ABOVE THE GARAGE NOT LESS I THAN 5!8"-INCH TYPE X GYPSUM R404.1.2(9). All CO alarms shall be connected to the lighting circuit with no intervening wall BOARD L=span length,H=span height 14 BOTTOM PLATE TO JOIST,RIM JOIST,BAND JOIST 16d COMMON (3-1/2")OR 16 OR BLOCKING(NOT AT BRACED WALL) is BOX(3-112"} 12 Location of Reinforcement:The center of vertical rreinforcement in basement walls shall be switch with batterybackup. Battery-powered owered alarms are not allowed. STRUCTURE(S)SUPPORTING FLOOR/CEILING ASSEMBLIES ry-p USED FOR SEPARATION REQUIRED BY IRC-R302.6 NOT LESS;THAN 1!2"-INCH GYPSUM BOARD located at the centerline of the wall determined from tables R404.1.2(1)through R404.1.2(9). 15 BOTTOM PLATE TO JOIST, RIM JOIST,BAND JOIST 3-16d BOX 3 Vertical reinforcement in basement walls shall be Ilocated 24. WALL BRACING: Buildings shall be braced in accordance with NOT LESS.THAN 1/2"INCH GYPSUM BOARD TABLE R802.5.2 OR BLOCKING (AT BRACED WALL PANELS) 2-16d COMMON 2 to provide a maximum cover of 1-1 A inches from the inside face. section R602.10.4.2 Continuous sheathing method. GARAGE LOCATED LESS THAN 3 FEET FROM A APPLIED 1f0 THE INTERIOR SIDE OF RAFTER/CEILING JOIST HEEL CONNECTION End conditions for braced wall lines for the continuous sheathing shall conform DWELLING UNIT ON THE SAME LOT EXTERIORt WALLS THAT ARE WITHIN THIS AREA 16 TOP OR BOTTOM PLATE TO STUD 3-16d BOX El R404.1.3.2; Concrete basement foundations shall have horizontal reinforcement as follows: to Figure R602.10.7. Braced wall panel connections RAFTER RAFTER GROUND SNOW:20 PSF 2 16d COMMON Based on Table R404.1.2(1)- (includes basemenit entrances and window wells) shall comply with nailing schedule and Figures R602.10.8(1)&R603.10.8(2) SLOPE SPACING Less than 8 foot Wall Height: One#4 bar within 112 inches of the top of OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD ROOF SPAN 17 TOP PLATES,LAPS AT CORNERS AND INTERSECTIONS 3-10d BOX 2-16d COMMON Fi wall and One#4 bar near arid-height of wall. 25. WIND DESIGN:shall be as per R301.2.1 A continuous load path shall be SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYM PSUM BOARD SHEATHING. Greater than 8 foot Wall Height: One#4 bar withirn 12 inches of the top of provided to transmit the applicable uplift forces in section R80211.1 from the RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 12 FT 20 FT 28 FT 36 FT 18 1" BRACE TO EACH STUD AND PLATE 3-8d BOX F/ wall and One#4 bar near the third points in the waal story. roof assembly to the foundation. SHALL MEET ASTM El 19 AND FIRE STOPPING PER ASTM E814 OR UL 1479 2 Sd COMMON NUMBER OF 16D COMMON NAILS 7. Base design value for visually graded dimensionalil lumber: Joists,studs Rafters and All 26. Asphalt Shingles: Shall comply with ASTM D 3462. Wind resistance of Framing lumber shall be DOUG-Fir Larch#2 or be=tter, E= 1,600,000 asphalt shingles shall be tested in accordance with ASTM D 7158 and classified 3:12 16"O.C. 5 8 10 13 Min. Flo for dimensional lumber=850 psi. as per Table R905.2.4.1 of the NYS Residential Code. TABLE R301.2.1.2 Windborne Debris porotection 4: 12 16"O.C. 4 6 8 10 Wood exposed to the weather shall be Pressure Ti reated Yellow Southern Pine#2 or better. Fasteners for asphalt shingles shall be galvanized or stainless steel, aluminum or Fastening Schedule for wood structurall panels Including but no limited to: Deck Framing, Posts, Headers, Girders&Ledgers. copper roofing nails, minimum 12 gage shank with a minimum- 5: 12 16"O.C. 3 5 6 8 3/8"inch diameter head. The fasteners shall penetrate through the roof sheathing FLOOR FRAMING 8. ALL EXTERIOR LUMBER Shall be ACQ requiring the following: and comply with ASTM F 1667. Minimum number of fasteners as per manufacturer Fastener Panel Span Panel Span Panel Span 7:12 16"O.C. 3 4 5 6 a.) All Fasteners shall be[lot Dipped Galvanized-ASTM A 153 class D but not less than 4 per strip. Type Less than or less than or less than or 4-8d BOX or stainless steel. 9: 12 16"O.C. 3 4 4 5 21 JOIST TO SILL, TOP PLATE OR GIRDER-PER JOIST 3-8d COMMON PI b. Use Copper Only against ACQ Lumber Sill Plates equal to 4 feet equal to 6 fe(et equal to 8 feet pp 9 Y 9 27. Flame Spread Index: R302.9 c.) All Structural connectors i.e. Simpson strong-'Tie or USP,etc wall and ceilin finishes shall have a flame s read index<_200 12: 12 16"O.C. F3 3 4 4 RIM JOIST,BAND JOIST OR BLOCKING TO SILL OR TOP 8d COMMON shall be Hot-Dipped Galvanized or Stainless Steel, g p No 8 Wood screw 22 PLATE(ROOF APPLICATIONS ALSO) 10d BOX 6" pp Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies based anchor with 16 inches 10 inches 8 inches &attics shall have a flame spread index:5 25 2 inch embedment on center on center on center THIS TABLE APPLIES TO CEILING JOISTS LOCATED AT THE 23 BLOCKING TO JOIST 2-1od BOX E 9. All Engineered Wood Products such as"Trus Joistts, Micro-Lam, etc"shall be BOTTOM OF THE ATTIC SPACE. FOR CEILING JOISTS 2-8d COMMON installed in accordance with the manufacturers laitest installation details, Smoke-developed Index: R302.10 lenght LOCATED HIGHER IN THE ATTIC THE HEEL JOINT Framing connectors,Allowable Hole diagrams,slpecifications, etc. wall and ceiling finishes having asmoke-developed index 5 CONNECTION SHALL BE INCREASED AS FOLLOWS: 4-16d BOX 450 24 BLOCKING TO SILL OR TOP PLATE 3-16d COMMON T( "Micro-Lam"Design Stress: E = 1.9„ Fb =2,600 psi, Fv= 285 psi Insulation material,vapor retarders within roof,floor,wall, ceiling assemblies No 10 Wood screw "Parallam PSL"Design Stress: E=2.0, IFb=2,900 psi, Fv= 290 psi &attics shall have a smoke-developed index:5 450 tested with ASTM E 84 or UL 723 based anchor with 16 inches 12 inches 9 inches H C/ H r HEEL JOINT AJDUSTMENT FACTOR 3-16d COMMON "Anthony Power Beams Design Stress; E=2,1, Fb=3000 psi, Fv= 30D psi 2 inch embedment on center on center on center 25 2" PLANKS(PLANK&BEAm FLOOR g ROOF) A 4-10d BOX 28. SWIMMING POOLS. Shall conform to Section R326 lenght 1 / 3 1.5 10. R310.2 EMERGENCY ESCAPE AND RESCUE: FRequired in BASEMENTS, 1 / 4 1.33 26 BAND OR RIM JOIST TO JOIST 4-10d BOX p 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: a.This table is based on 180 ultimate design wind speed and a 45-foot mean roof height. 1 / 5 1.25 3-16d COMMON shall have at least ONE operable emergency esmape opening as follows: Solar ready roof zone area of not less than 300 sq. ft.Access and pathways, roof access points, Sill height of not more than 44 inches above finished floor. ground access areas. panels shall not be located less than 18"from a valley b.Fasteners shall be installed at opposing ends of the wood structurml panel. 1 / 6 1.20 27 BUILT-UP GIRDERS AND BEAMS 10d BOX 2' A. Minimum net clear opening of 5.7 square feet. Fasteners shall be located a minimum of 1 inch from the edge of the(panel. S Except grade floor openings shall have a minirmum net clear A permanent certificate indicating the"solar-ready zone"and other requirements of 4-1 sd BOX opening of 5 square feet. this section shall be posted near the electrical panel or water heater b the builder. c.Anchors shall penetrate through the exterior wall covering with an eernbedment length of 28 LEDGER STRIP SUPPORTING JOISTS OR RAFTERS E, B. Minimum net clear opening height shall be 24 iiinches. y not less than 2 inches into the building frame. Fasteners shall be located not less than 3-16d COMMON 2-1/2 inches from the edge of concret block or concrete. TABLE 802.11 2-10d BOX(3") OR C. Minimum net clear opening width shall be 20". The main electrical panel shall have reserved space for a dual pole circuit breaker 29 BRIDGING OR BLOCKING TO JOIST E, D. emergency escape and rescue openings shall be operational for future solar electric installation and labeled"for future solar electric", RAFTER UPLIFT CONNECTION FROM WIND 2-sd COMMON(2-1l2P') d.Where screws are attached to masonry or masonry/stucco,they sFha�l be attached from the inside of the room without use of keys or tools. using vibration-resistant anchors having a minimum ultimate withdravwal capacity of 1,500 pounds. -- WOD STRUCTURAL PANELS,SUBFLOOR, WHERE Basement contain more than one or more sleeping rooms, 30. EXTERIOR DECKS: Exterior wood decks Shall conform to Section R507 RArTeR RooF _ EXPOSURE C I ROOF AND INTERIOR WALL SHEATHING TO FRAMING AND an emergency escape opening shall be provided for EACH sleeping room. SPACING SPAN Exterior glazing in buildings located in Wood-Borne debris regions shhall (FEET) ULTIMATE WIND SPEED PARTICLE BOARD WALL SHEATHING TO FRAMING Emergency escape and rescue opening shall opeen directly to the outside 31. NEW Construction/Additions&Alterations: be protected from wind bome debris. It shall be the responsibility of the General contractor or his subcontractors to submit Glazed opening protection shall meet the Large Missle test ASTM E 1996 130 140 DESCRIPTION OF P 9 p 9 SPACING OF FASTENERS EXCEPTION: Grade floor or BELOW grade floor openiiings shall have in detail the design, calculations,drawings,written statements of the mechanical, and the ASTM E 1886 as modified in IRC section 301.2.1.2.1 ROOF PITCH ROOF PITCH NUMBER AND TYP a net clear opening of not less than 5 square feet. air conditioning,ventilation. heating systems(new,existing or upgraded) Garage door glazed opening protection for wind bome debris sshall meet <5:12 z 5:12 <5:12 z 5:12 BUILIDNG ELEMENTS OF FASTENER PANEL EDGES INTERMED stamped by a professional engineer if required by the Owner or Building Dept. ANSI/DASMA 115. Areas within hurricane prone regions: SUPPOR 11. STAIR HANDRAIL: R311.7.8 Provide Handrail on;at least one side of each (1). within 1 mile of the coastal high water line were the ultimate design 214 201 263 247 6d COMMON SUBFLOOR,WALL continuous run of treads or flight with FOUR OR WORE RISERS. wind speed is 130 miles per hour or greater. 16"O.C. 12 3/8"- 1/2" ( ) „ 9 30 8d COMMON(ROOF) 6 SEE NO' Handrail Height measured above stair tread nosinlg,shall not be less than (2). In areas where the ultimate wind design speed is 140 MPPH or greater. 16"O.C. 18 277 259 342 322 34 inches and not more than 38inches. All Handrails shall be continuous A. EXCEPTION: 31 19/32"- 1" 8d COMMON 6" SEE NO the full length of the stair from a point directly abowe the top riser of a flight 16' O.C. 24 340 318 422 396 to a point direct) above the lowest riser of the flight. Handrails adjacent to �- 6 DIAMETER ----► Wood Structural panels with a minimum of thickness of 7/16 inchh and a maximum span p y g 1 I of 8 feet shall be permitted for opening protection.Panels shall bee precut&predrilled to 16"O.C. 28 348 358 476 446 �� a wall shall have a space of not be less than 1-1/2. inches between the wall cover the glazed openings with attachment hardware provided inn the table below, 32 1-1/8 - 1-1/4 10d COMMON NAILS 6" 12" and the handrail.see code for exceptions. Refer tco Code for grip size specifications. Label all panels and store in a clean dry area of the house. 16"O.C. 32 427 398 529 496 CONSTRUCTION TYPE Attachments shall be provided in accordance with the table as follows: 1/2"STRUCTURAL CELLULOSIC 12. GUARDS: R312 Porches, balconies or raised flooir surfaces located more than 30" ;°� "I", "II", "III", "IV", OR W" 16"O.C. 36 469 438 538 547 33 FIBERBOARD SHEATHING 1-1/2"GALV.ROOFING NAIL 3" 6" above the floor or grade below shall have a railing not less than 36 inches 'y in height. Railings shall have Top rails and Balusters and Bottom rails that are ; I 16"O.C. 42 535 499 664 622 34 5/8"STRUCTURAL CELLULOSIC 1-3/4"GALV.ROOFING NAIL " NO MORE THAN 4 INCHES APART. EXCEPT:the triangular openings formed / REFLECTIVE RED FIBERBOARD SHEATHING 7 7 by the riser, tread and bottom rail of the guard rail at the open side of a stairway PANTONE#187 16"O.C. 48 599 559 745 697 are permitted to be of such a size that a 6 inch sphere cannot pass through. 35 1/2" GYPSUM SHEATHING 1-1/2"GALV.ROOFING NAIL 7" 7" Open sides of stairs with a total rise of more than 30 inches above the floor or ) M, $ grade below shall have guards not less than 34 inches in height measured TABLE 507.9.1.3(1) 5/8" GYPSUM SHEATHING 1-3/4"GALV.ROOFING NAIL " " vertically from the nosing of the treads. REFLECTIVE DECK LEDGER TO BAND JOIST CONNECTION 36 7 7 WHITE FIELD �.` 13. WINDOW FALL PROTECTION: Were the top of tthe sill of an operable window ' -- EXTERIOR WALL WOOD STRUCTURAL PANELS opening is located LESS than 24 inches above thie finished floor and GREATER 7/16" min. structural plywood JOIST SPAN than 72 inches above the finished grade or other;surface below on the exterior ,,-_ : . p CONNECTION TO RESIST WIND PRESSURES Panel, Attached to DETAIL <6' 6'1"To 8' s'1"TO 10' 10'1 TO 12' of the building,the window(must be provided with a window opening control device -► ''- " DESIGNATION FOR STRUCTURAL that compiles with R312.2.2, Window Opening Control Devices. Frame in accordance 1/2"DIA.LAG SCREW MIN.WOOD WAI COMPONENTS THAT ARE OF 1/2 DESIGN CRITERIA 30" 23" 18" 15" MINIMUM NAIL MIN WOOD 14. FIREBLOCKING AND DRAFTSTOPPING: Fireblcocking shall be installed in TRUSS TYPE CONSTRUCTION STROKE with Table R301.2.1.2 & 112"MAX. SHEATHING NAIL SIZE PENETRATION STRUCTURAL STRUCTURAL PANEL STL accordance with R302.11 thru R302.11.2 and Dratftsto ppIn shall be "F" FLOOR FRAMING INCLUDING of the residential code Wind speed: 130 1/2"DIA.THRU BOLT PANEL SPAN RATING THICKNESS SPAC installed per R302,12 thru R302.12.1 g GIRDERS AND BEAMS of New York State & 1/2"MAX. SHEATHING 36" 36" 34" 29" No of stories: 2 6d COMMON NAIL 1.50 INCH 24/0 7/16" OR 1/2" 16" C Fireblocking materials R302.11.1 shall be as follows: "R" ROOF FRAMING Mean Roof Ht: 30 ft 12'1"TO 14' 14'1"TO 16' 16'1"TO 18' (2.5"X 0113") 1. Two-inch nominal lumber "FR" FLOOR AND ROOF FRAMING Roof pitch: per plan 8d COMMON NAIL gyp UNDER 2. 1/2" sum board SECTION 6020FTHE BCNYS WINDOW UNIT Bldg Length per plan 1/2 DIA. LAG SCREW 1.75 INCH 24/16 7/16 OR 1/2 16„ C ") 3. Batts or blankets of mineral orfiberglas shalll be permitted for compliance & 1/2" MAX. SHEATHING 131, 11" 10" (2.5' X 0131 with the 10 foot horizontal fireblocking in wallas constructed using parallel Bldg Width Per plan rows of studs or staggered studs. TECHNICAL BULLETIN TITLE 19 NYCRR PART 1265.4 bldg aspect ratio): 3:1 1/2"DIA.THRU BOLT INTERIOR GYPSUM WALL BOARD TABLE R702. i 4. cellulose insulation installed and tested in accordance with ASTM E 119 or NYS REQUIREMENTS WITH ENGINEERED STRUCTURAL WOOD & 1/2"MAX.SHEATHING 24" 21" 19" UL 263,for the specific applications Nailing Sched: Table R602.3(1) GYPSUM BOARD FRAMING SPACING OF FASTEN p pp GYPSUM BOARD Applicant shall provide engineered wood placard 5 APPLICATION ORIENTATION TO MEMBERS on or adjacent to electrical meter box for field inspection. LEDGERS SHALL BE FLASHED THICKNESS LAG SCREWS SHALL BE STAGGERED PER R507.2.1 FRAMING SPACING NAILS SCRE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARIf�4G VALUES (1) Residential PLYWOOD STORM PANEL CEILING EITHER DIRECTION 16"O.C. 7" 12 OF FOUNDATION MATERIALS Pre-Engineered cWood Construction pAnd/ortTimber Construction 1/2ruction, 11 WALL EITHER DIRECTION 16"O.C. g 16 SHUTTER DETAIL „ CLASS OF MATERIAL LOAD-BEARING PRESSURE for new dwelling and/or any addition, alteration Crystalline bedrock 12,000 psf a sign or symbol designed in accordance with Title 19 NYCRR Part 1265 Refer to General Notes for Panel CEILING EITHER DIRECTION 16"O.C. 7" 12 5/8„ WALL Sedimentary and foliated rock 4,000 psf shall be affixed on or adjacent to any electric box attached to the exterior fastener requirements. EITHER DIRECTION 16"O.C. 7" 12 Sandy gravel and/or gravel(GW and GP) 3,000 psf of the structure for field inspection TYPE"X" AT Sand, silty sand, clayey sand, silty gravel and claiyey gravel „ GARAGE CEILING „ 1 1 (SW, SP, SM, SC, GM and GC) 2,000 psf 5/8 BENEATH PERPENDICULAR 16"O.C. 6 6 Clay, sandy clay,silty clay, clayey silt,silt and samdy silt CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA TABLE R301.2(1) HABITABLE ROOMS (CL, ML, MH and CH) 1,500 psf Where the ultimate design wind speed is 130 mph or less, nails for attaching wood structural panel roof sheathing to gable enc a.When soil tests are required by Section R401.44, WIND DESIGN SUBJECT TO DAMAGE FROM the allowable bearing capacities of the soil shall Lbe part of the recommendations. o WIND WINTER ICE SHIELD AIR MEAN Where the ultimate design wind speed is greater than 130 mph,nails for attaching panel roof sheathing to intermediate suppor GROUND SPECIAL SEISMIC FROST minimum 48-inch distance from ridges,eaves and gable end walls;and 4 inches on center to gable end wall framing. SPEED TOPOGRAPHIC BORNE DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL SNOW WIND DESIGN WEATHERING LINE TERMITE b.Where in-place soils with an allowable bearing capacity of less than 1,500 psf LOAD (MPH) EFFECTS REGION DEBRIS CATAGORY DEPTH TEMP REQUIRED HAZARD INDEX TEMP are likely to be present at the site, the allowable(bearing capacity shall be ZONE determined by a soils investigation. r2O LBS 130 NO NO NOM B SEVERE 3'-011 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. O.[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. 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. _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 I PANELS TABLE 602.10.3(1)FOR BRACING REQUIREMENTS BASE©ON WIND SPEED s Side Elevation C— ° a r _I CONTINUOUS RIM FULL HEIGHT BLOCKING ° ° ° ° ° Min.3"x 11-114"net header Header ° ° ° ° ° fasten king stud to header with • _ _ _ _ _ _ _ _ _ _ _ METIHOD WSP: EXTERIOR SHEATHING VCONTINUOUS RIM ADDITIONAL FRAMING FULL HEIGHT BLOCKING 6-16d sinker nails — — _ — _ '' ' OR END JOIST CONTINUOUS ALONG LENGTH shall occur at top of wall ° • ' ' ' • ' ' ' ' ' ' ' ' ' ' ' ' ' ' OR END JOIST MEMBER DIRECTLY ABOVE @ 16"OC ALONG , — n — — — —', PER,TABLE R602.3(3)-FASTENERS 6" OF BRACED WALL PANEL ,I I 1 III I, ON EEDGE, 12"FIELD. INTERIOR SHEATHING BRACED WALL PANEL BRACED WALL PANEL ° ° ° ° °s-.a::::�._a' ° ° ° ° fasten top plate to header with Header shall be Top plate continuity is two rows of 16d sinker nails @ 3"o.c. •I I•I I•II I. PER(TABLE R602.3(1)OR R602.3(2) fastened to the required per R602.3.2 VARtIES BY FASTENERS king stud with _ continuously sheated •I I I I n 2-16d NAILS EACH SIDE Braced wall line t• 6-16d sinker nails Fasten sheathingto header with 8d common nails in 3 in. rid with 1/2"wood ° \�Minimum 40001Ib header-to-jack-stud .I hI METHOD CS-WSP: ° ''-------- •I I'I AS PER TABLE R602.3(3) a`�i pattern as show and 3 in.o.c.in all framing(studs and sills) structural panels o strap on both side of opening EXTIERIOR SHEATHING ATTACHED 8d @ 6"O.C.ALONG M ° s opposite side off sheathing I l,ld @ 6"O.C.ALONG TOE NAIL 3-8d NAILS _ o, ° pp 9 WITH 8d COMMON NAILS BRACED WALL PANEL 8d @ 6"O.C.00 ALONG BRACED WALL PANEL 8d @ 6"O.C.ALONG AT EACH BLOKING MEMEBER o� Minimum 40001b header to jack stud strap ° .I (0.1;31 X 2.5"LONG) BRACED WALL PANEL o I° on both side of opening opposite side of Panels lice edges shall occur over ,I RACED WALL PANEL sheathing p 9 AT 6�'O.C.0 ON EDGE AND 12" O.C. � � � ° IN FIIELD BRACED WALL PANEL ° o, _ _ o ° and be nailed do common blocking 1. BRACED WALL PANEL BRACED WALL PANEL X T, o Min.Double 2x4 framing covered with minimum - within the middle 24"of the portal- I, BRACED WALL PANEL BRACED WALL PANEL M L - �;° 112"thick wood strucrat panel sheathing -- - le height, One row of 3"D.C.Wallin ° o-° ° _ ° H III BRAtCED WALL PANEL INTERIOR FINISH: Z X of ° g g g ° with 8d common nails @ 3"o,c.in all framing °I is required in each 2 I' SHAILL BE MIN. 1/2"GYP,BD FASTENED 3-16d @ i6"OC ALONG iv � ,° q panel edge, ' I•n 3-16d @ 16"OC ALONG ° (studs,blocking,and sills)typical if needed (D I I I•II I, WITH NAILS OR SCREWS IN ACCORDANCE BRACED WALL PANEL 3-16d @ 16"OC ALONG BRACED WALL PANEL 3-16d @ 16"OC ALONG 3 16d @ 16"OC EACH I° WITH TABLE R702.3.5 OR BRACED WALL PANEL 2'to 18' finished width BRACED WALL PANEL BLOCKING MEMEBER ° ( ) Min Double 2x4 or W I•t Min.length 16" 2x6 King&Jack stud 1/2"min.thickness wood structural _ ,I l,f III I' TABILE R602.3(1)FOR EXTERIOR WALL ' per Table R602.10.5 H. — — _ J. SHEATHING _ CONTINUOUS RIM OR ° panel sheathing Q — — — — — = •rj = — - 4: CONTINUOUS RIM OR Min double 2 x post p g 'I • I'I END JOIST ° I• VERTICAL JOINTS IN PANELS SHALL OCCUR END JOIST No.of jack studs per •I I�I Min. (2)2x4 typ, w 'S I OVER AND BE FASTENED TO COMMON STUDS. i Table R602.7(1&2) •I I,I I I I' HORIZONTAL PANEL JOINTS IN BRACED V 2-16d NAILS EACH SIDE ° �"�_�- __ _ Min.(2)1/2"Diameter anchors WALLS PANELS SHALL OCCUR OVER installed per section R403.1.6 'f �: N t,1 AND)BE FASTENED TO 1-1/2"THICK with 2"x 2"x,3/16"plate washer INTERIOR r- I. FULL HEIGHT BLOCKING f I'I I't CON BLOCKING ADDITIONAL FRAMING FULL HEIGHT BLOCKING SPACING CONTINUOUS ALONG LENGTH I I I I I I• OF BRACED WALL PANEL MEMBER DIRECTLY BELOW .► I•t I•I I. 2 x 41 or 2 x 6 STUD WALL BRACED WALL PANEL @ 16"D.C.ALONG BRACED WALL PANEL •I I•I f'n I• 2 X BOTTOM PLATE H 'I II tq METHOD CS- PF: CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION - FIGURE R602.10.6.4 •I I•I I•tl I• EDGE SPACING -6" FIGURE R602.10.8(1) FIGURE R602.10.8(2) Attach Sheathing to •I I I ► n I• BRACED WALL PANEL CONNECTION WHEN - Band or Rim joist with nail sole plate Attach Sheathing nail sole plate i'•: _ ,_, �•; ; _ BRACED WALL PANEL CONNECTION WHEN 8D common nials °l°t to joist per Band or Rim J.1*1 PARALLEL TO FLOOR/CEILING at 3"o.c.Top an °I°I °° ZRimJoist to joist perPERPENDICULAR TO FLOOR/CEILING Sub-Floor nailing sched. 8D common nials ° nailing sched. FRAMING Bottom _ at 3"o.c.To and ° FRAMING ° ° ° ° p _ W FASTENING REQUIREMENTS FOR Rim Joist Bottom ° ° °° ° rAnchor perPlansWBRACED WALL PANEL AS PER Q HofdowBs per 1 TABLE R602.3.(3) 2 3 METHOD CS- PF: PORTAL FRAME AT RAISED WOOD FLOOR OPTION -FIGURE R602.10.6.4 CEILING OR O FLOOR JOIS1T DIRECTION Simpson „ O O ENDWALL—� EENDWALL H2A Stud To Rafter 1-1/4 galy. x 20 gage a W Connector Were the distance is SIMPSON H2A coil strap with (5) 8d Common N between 9-1/4"to 15-1/4" nails in each end at each raifter. 1 FLOOR AND CEILING JOISTS at each Rafter. With (DIMENSIONAL LUMBER OR ENGINEERED Typical Metal WINDOW HDR provide blocking @ „ E o w c m y ( —4 Ft Perimeter PROVIDE@STRUCTURAL RIDGES A JOISTS SEE PLANS Strapping _ braced wall panels 5 8d x 1-1/2 nails in Rafter o o ` v a,� o o E' ' A at Openings Zv (2) 8d x 1-1/2" nails in plate 4" o.c. Zone Panel Field Each Rafter on Each side ��--� 1= =N 'n� 0 o Horizontally attached (5) 8d x 1-1/2" nails In Stud Nail spacing Nailing-See Nailing L) Mo U _ s = y BLOCKING of Ridge to have a - o U � 0 plywood sheathing ° o_ E c C O m-- >' shall have Blocking Schedule Dwg-1 Simpson LSU skewable hanger e TYPICAL all PI ood Joints m u o o� o D 5, N O 9 O AT 48"OC 2-BAYS IN SIMPSON H2A � N` c a � BLOCKING @ 48 INCHES ON CENTER Solid blocking between at each Rafter. With 1-1/4" x 20 Gage Metal Coil g W L N C 3 M 3 o rafters attached to top (5) 8d x 1-1/2" nails in Rafter O r X Late with 8d nails 6 o.c. Strap with (5)-8d common nails 6 o 8 a c n NL b w p @ (2) 8d x 1-1/2" nails in plate °•• = N SECTION A-A along length of braced waif (5) 8d x 1-1/2" nails in Stud in each end. catch jack studs Look ° Co r a t °' ° Corner Holdowns and window or door Header. Out Blocks °° a o 2 o s c.o Refer to plans panel. Less than o m D ° O C 7«. .O. C O y'V C d END WALL BLOCKING DETAIL for locations N Typical each side and ALL Gable End Wall ° r .v5: t= E 15 o FOR FLOOR AND CEILING BRACING if required windows and doors. or Equal .� a N C W 0 o to 12" N � 02 RIM JOIST BLOCKING BETWEEN RAFTERS (a� BRACED WALL PANELS � � �� E a.=a a RAFTER-TO-STUD CONNECTOR &2 (1)8 NTS 10. . FOR 3 SECOND WIND GUST SPEEDS GREATERTHA4N 130 MPH NTS Sill Strapping 602. See details on JACK STUDS TO HEADER TIE RAKE OVERHANG LIMITS - LOOKOUT BLOCKS BLOCKING AND CONNECTIONS SHALL BE PROVIDEED AT PANEL EDGES PERPENDICULAR TO FLOOR FRAMING MEWBERS this page. NTS RAFTER TO RIDGE STRAP R802.3 IN THE FIRST TWO BAYS OF FRAMING AND SHALL B3E SPACED AT TYPICAL ELEVATION NTS �/� /� AMAXIMUM OF 4 FEET ON CENTER.NAILING REQUIREMENTS WALL TO HEADER STRAPPING IN LIEU OF RIDGE STRAPS U) (D PER NAILING SCHEDULE. NOTE; 8d COMMON NAILS ARE PROVIDE MIN.2X4 COLLAR TIES @ 48"O.C. z r^ LOCATED IN THE UPPER THIRD Z_ vJ 4 WHEN ATTIC FLOOR,CEILING JOIST OR HIP ROOF IS USED To BRACE 5 N.T.S. 6 7 2-1/2" LONG Q Q OF THE ATTIC SPACE AND ATTACHED E•1 J THE GABLE END WALL. DIAPHRAGM BLOCKING IS NOT REQUIRED, 8 J TO THE RAFTERS WITH 4-8D NAILS � 1.L EACH END O n Q W TOP PLATES 2"x4"CONTINUOUS DECK STAIR LATERAL BRACE AT 6'o.c. OUTERTHIRD CUT BORED HOLE MAX_ TRUSS OR CEILING JOIST EXTERIOR OR OF SPAN ONLY LENGTH STUD ' GABLE END BEARING WALL (PERCDIAMETER 60% 2-10d NAILS 12" Min (PERCENT)OF STUD DEPTH 0 NOTCH GREATER GRADE 5/8"MIN. I /8"MIN. 10-8d NAIL THAN 50% TO EDGE TO EDGE (PERCENT)OF o v 1/4 JOIST p PLATE WIDTH 16 GAGE(0.058 IN.)AND 1.5 IN.WIDE p p �,� ' DEPTH,MAX. 1rs JOIST CLEAR NOTCH MUST NOT METAL TIE FASTENED ACROSS AND p o Z "MIN, p EXCEED 40% DEPTH,MAX. N (PERCENT)OF 5d COOLER NAILS AT 10"D.C. a 1/3 JOIST S N TO THE PLATE AT EACH OF THE STUD DEPTH ° 2"x4"BLOCK NAILED TO EACH NOTCH WITH 8 10D NAILS EACH SIDE D DEPTH, MAX. Use; 11/4" Metal N Z 1-5 BRACE W - WITH 4-10d NAILS co Coil Strap 20 Gage IY NOT BELOCATEDI LL GYPSUM BOARD 12 Min (5) 8d common nails W THES SAME CROSS TOP PLATES Solid sawn foist and rafter " w o 10"x LENGTH OF STEP m Lu THE SAME CROSS 5d COOLER NAILS AT 7"D.C. .� J SECTION OF THE CUT 2D GAGE STRAP n otc h i n g and b o ri n g limits■ LID OR NOTCH IN STUD 10-8d NAILS PIPE CAST-IN-PLACE PLACE FOOTING In EACH END at O > W UNDER BOTTOM RISER EACH Stud. Q 8d @ 6 oc Along 0 Ir- U) END WALL STUDS - NTS W 0 " FIGURE R602.6.1 TYPICAL STAIR FOOTING DETAIL Braced Wall Panel 1 8 10. ( ) FIGURE R602.�6(2) CEILING BRACE t� END WALL TOP PLATE FRAMING TO NTS FIGURE R602. � NOTCHING AND NTS ACCOMMADATE PIPING WALL TO WALL STRAP Z, BORED HOLE LIMITATIONS FOR INTEERIOR 1 O NON-BEARING WALLS 11 12 13 14 15 NTS � G-185 g 20 g� -� a e� 1-1/4"x 20 gage G-185 1-1/4" x 1-1/4" x 20 gage G-185 3-Corner studs Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap Hot Dipped Galvanized Strap TOP PLATES connected to with (5)-8d common nails with (5)-8d common nails cV 3-2X at each stud with (5)-8d common nails t rn transfer shear Framing members Strap may be attached OVER at each stud at each stud a load 6 Strap may be attached OVER o the plywood OR directly to Strap may be attached OVER � U c„ � _c the plywood OR direct) to plywood OR directly to �"� w STUD( TYP. HDU2 HOEDOWN studs. p y y the I ° BORED HOLE MAX. 2-16d Nails w/ 6-SDS 1/4" x 2-1/2" Screws Studs. U DIAMETER 40 (PERCENT)OF i @ 6" O.C. N rap strap under sill Studs. STUD DEPTH „ and attach to sill plates s~ C) M 5/8"MIN. 5/8"KMIN. Simpson 5/8 threaded rod 3-16d @ 16" oc Along BLOCK SOLID L> M .a TO EDGE TO EDGE ■ lP a coupler-nut ler-nut and SSTB anchor BETWEEN JOISTS °-c� OC ° p ,a Braced Wall Panel - .� tin .0 NOTCH MUST NOT I .��bolt thru-box and inbed - '" ' N o •-• EXCEED 25% =�11-111 ' ` - (PERCENT)OF o 1-III—ill• ` , ` _"` =�- OCZ M _ FIGURE R602.10.8 1 into concrete foundation. , CZ __ O STUD DEPTH and framing I��'ll BORED HOLES SHALL IF HOLE IS E T)AND) 4 < G IF H(PERCENT)AND) Preservative-treated flI � ✓ �� NOT BE LOCATED IN 60%(PERCENT)OF barrier required for STRAPPING THE SAME CROSS STUD DEPTH THEN 2 CO STUD MUST BE DOUEBLE i J SECTION OF THE CUT NO MORE THAN TWCO connectors in contact Applies to Garage Wall and . ; . �. Wrap strap under sill OR NOTCH IN STUD SUCCESSIVE STUDS3 =III—III ' ARE DOUBLED with treated wood Slab On Grade Construction and attach to sill plates AND$O BORED " - III; 1-1/4"METAL , ' STRAPPING °� .�.. tap t�jg0 @` FIGURE R602.6(1) SIMPSON HDU CORNER NOTE;ALL STRAPPING SHALL BEAR MIN.12"ON STUD OR AT EACH JOISTT '(0) NOTCHING AND RAFTER FACE TYPICAL BORED HOLE LIMITATIONS FOR EXTEFRIOR HOLDOWN I@ BOX FRAMING FOUNDATION-SILL-STUD i WALLS AND BEARING WALLS STRAPPING IN CONTACT WITH CONCRETE OR MASONRY 16 SHALL BE HOT DIPPED GALVANIZED AFTER FABRICATION C� FLOOR FRAMING STRAPPING I 17 NTS 1 OR MANUFACTURED FROM G185 OR Z450 GALVANIZED STEEL. 1 STRAPPING 2O AT CANTILEVER FLOOR JOIST f j I i Fireplace enclosure Thim profile structural insulated to top hecathing R-50 Cover Box pushes Rigid insulation 2X ceilingjoists of second floor up and out of the glued together MANUFACTURED LIGHT ENCLOSURE Shetet Metal Firestop Full Thick Insulation thin profile structural , 9 9 see plan w/ ATTIC INSULATION ceiling line Exterior way for access sheathingas draftsto I' and lay on plyw od Batt Insul CEIING FRAMING Seall joint with CONTINUOUS BEAD Fill entire Cavity to g Insulation dams p support J OF SEALANT Sheathing eala subfloor behind tub Tub attic hatch - R-val pp Norllbustable sealant Base late prevent loose-fill Typical equal to the Ceiling Double Frame Attic blocking p exterior insulation requiremen access opening SUBFLOOR GLUED,CAULKED Sealed to' Sealant or OR GASKETED TO RIM Air Se I insulation from Continuous wall 1l4 structural sheathing JOIST/RIM CLOSURE floor ;, Gasket falling through of Sealant or adhesive - as enclosure liner sealed SEALANT Sealant access adhesive 211w at perimeter and seams. solid blocking SILL PLATE INSTALLED or rigid insulation Sealant OVER GASKER SILL 1 min Rigid Weatherstripping Seal stairs A1lhesi Casing�� EXPANDING FOAM SEALANT Pre-IFab Fireplace sealed around Panel 1x2 Stop 1/2 Gyp. Wall CONTINUOUS BEAD OF SEALANT Insulation. Air p RECESSED LIGHTING FIXTURE Refer to manufacturers7-SEALANT four edges `Pull-down frame gap Sealant 1/2" plywood Board DRYWALL CEILING secs for installation manual Sealed at perimeter with caulk p � p finish w/ soffit material staircase or foam attic hatch AIR SEALING AT PREMANUFACTURED Typical foundation & framing (see plan for size) RECESSED LIGHTING FIXTURE ~- See architectural plans DRAFTSTOP DETAIL Cad PULL-DOWN STAIRCASE DRAFTSTOP & SEALANT AT CANTILEVERED FLOORS INSULATION AND WEATHERSTRIPPING EXTERIOR WALL OF BATHTUB AIR SEAL DETAIL aC� PREFAP FIREPPLACE AIR BARRIER AT FOUNDATION DETAIL _ ATTIC HATCH DETAIL TO BAND JOISTS This detail is for weatherstripping and draft sealing, NTS Baltic Door Energy Conservation Products It is not to be used as a guide for fireplace installation. 25x54 Attic Pull Down Stair Ladder Cover, Refer to Manufacturer for installation manual. R-50 Insulation F..sn�uric.Stair Cnvtr (T ENERGY NOTES .Eave baffle installed r L- � - ''1. .. 9a. R403.3.2: Duct Sealing MandJato Ducts, air handlers and filter boxes shall 1. All design & construction in compliance and built accordingly to the 9 ( ry) adjacent to soffit and eave 2020 Energy Conservation Construction Code of New York State. be sealed by an approved thircd party (HERS Rater) using the Table R402.4.1.1--Air barrier and insulation installation. " " „ „ „ vents. Baffle shall extend over The authority having jurisdiction shall be permitted to determine an Manual J Manual, 5 & D ssubmitted at CO. - the to of the attic insulation w energy efficiency program to exceed the energy efficiency required by this code. p 9b, R403.3.3: (Mandatory) Duct te-sting - Ducts shall be pressure tested to determine as per chapter 11 TYP. ROOF CONST. TABLE R402.4.1.1 All HVAC, Plumbing & Electrical systems shall meet the chapter 11 Energy air leakage by an approved thilird party(HERS Rater) using the (R402.2.3) AIR BARRRIER AND INSULATION INSTALLATION manual "J" Manual ,"S" &"D"ssubmitted at CO. i efficiency, NYS mechanical code, 2020 energy conservation construction code of NYS. 2 X CJ W/ INSULATION COMPONENT AIR BARRIER CRITERIAa INSULATION CRITERIAa 2. R401.3. A permanent certificate (Mandatory)shall be completed by the builder 9c. R403.3.5: Building cavities shaall not be used as ducts or plenum. Typ Fascia/ AS PER DRAWINGS w General A continuous air barrier shallm be installed Air-permeable insulation shall not be used as a sealing material. OR HERS RATER H requirements in the building envelope. and posted on a wall in the space where the furnace is located Soffit see q g10. R403.4 (Mandatory) Mechanical system piping insulation carrying Const. Dwgs 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. continuous air barrier. Building envelope (prescriptive)per table N1102.1.2 insulation & Fen. by Component. SEALANT 11. (R403.3.5) Building Cavities (M,landatory) Q O Breaks or joints in the air barrier shall be 4. R402.2. Specific Insulation requirements: (prescriptive)shall meet the requirements of Building framing cavities shall mot be used as ducts or plenum. Typ. Exterior wall O wgs sealed. sections N1102.2 through N1102.2.13 See Const. D Cavity insulation All cavities in the thermal envelope shall be filled with insulation.The 12. N1103.5.1 (R403.5.1) Heated twater circulation and temperature maintenance systems (Mandatory) installation density of the insulation shall be at the manufacturers'product 5. Installation -the components of the building thermal envelope shall be installed in Heated water circulation%ysterms shall be in accordance with Section N1103.5.1.1. recommendation and said density shall be maintained for all volume of accordance with the criteria listed in table 402.4.1.2 or required by code official, Heat trace temperature maintenance systems shall be in accordance with Section N1103.5.1.2. I O O each cavity. Batt type insulation will show no voids or gaps and or an approved third party using manual "J", "S" & "D". Automatic controls, temperaturre sensors and pumps shall be accessible. Manual controls shall be readil,ly accessible. maintain an even density for the entire cavity. Batt insulation shall be " a installed in the recommended cavity depth. Where an obstruction in 6. R402.4.Air Leakage: (Mandatory)Air leakage in accordance with sections N 1102.4 the cavity due to services,blocking,bracing or other obstruction through N1102.4.5 13. N1103.6 (R403.6) Mechanical aventilation (Mandatory) RAFTER SEALING AT ATTIC EAVE The building shall be provided with ventilation that compiles with the requirements of exists,the batt product will be cut to fit the remaining depth of the o cavity.Where the bait is cut around obstructions,loose fill insulation Air leakage shall be tested and verified by an approved HERS rater as having an Section M1505 or with other appproved means of ventilation. Outdoor air intakes and EXTERIOR WALL AIR BARRIER SEALING EXAMPLE o o N 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 .6 a,°� o 0 shall be placed to fill any surface or concealed voids,and at die g g p p is not operating. N o w test results shall be signed b the art conducting the test. °6 ° manufacturers specified density. Where faced batt is used,the g y party go ° _ ° installation tabs must be stapled to the face of the stud. There shall be Refer to N1102.4.1.2 for testing requirements. LOW DENSITY SPRAY FOAM �_'=z�°' 0 o " N 1103.6.1 (R403.6.1) Whole-house mechanical ventilation system fan efficacy „ _ ° ° a o no compression to the batt at the edges of the cavity due to inset INSULATION R VALUE I N ` ' _`` ° y m L 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 , ram„•--f m -o � o o N �- o stapling installation tabs. r . ,r o s a °w = - combustion air. Factory built fireplaces shall be listed and labeled of Table N1103.6.1. Exception: WhEere an air handler that is integral to tested and listed HVAC Rigid Foam or ACCORDANCE WITH -"� I a ° �, ° 0 p y p g equipment p Wood Blocking HERS REPORT c N ' _ "` ° e ui merit is used to provide wholes-house mechanical ventilation, the air handler shall be c ( : ° N _ ° a' ° = 3 Insulation that upon installation readily conforms to available space according to UL 127. W'Z 0 3 L c'c shall be installed filling the entire cavity and within the manufacturers' powered by an electronically commwtated motor. as backdam C -= o o o a 5 N °a 2 ' ff� ° ° a density recommendation. 8. R403; Systems: N1103.1.1 (Mandatory)programmable thermostats shall be TYP. ROOF CONST. y p g 14. N 1103.7 R403.7 provided for each separate heating and cooling system.Temporarily operate ( ) Equipment sizing and efficiency rating (Mandatory) 0 Ceiling/attic The air barrier in an•dropped The insulation in an dropped ceiling/soffit/soffit shall be aligned with the Roof underla ment 1 2 o o - c ° 3 pip y pp g gr' the system from 55 F to 85 F. preprogrammed thermostats be manufacturer Heating and cooling equi mentt shall be sized in accordance with y ��•,, > i f 1 = °-• v p 2x CJW/ INSULATION -�1 , , ° _ ° = ° N-- ° ceiling/soffit shall be alignced with the air barrier. sealed to drip edg y . - ° 2 = t= E 2 o a shall be max 70 F heating and 78 F Cooling. ACCA Manual S based on building loads calculated in accordance with ACCA , AS PER DRAWINGS ° insulation and any gaps in tthe air barrier Manual J or other approved heaating and cooling calculation methodologies. �' - _ ¢N _ ° o sealed. OR HERS RATER ; ,r., ,,,; r . �,,,,•° ° = a a ° ° U o- - 9. R403.3: Ducts- Supply and return ducts attics shall be insulated to a minimum New or replacement heating arnd cooling equipment shall have an efficiency _ ` CD ° "" ` rating equalgreatertti F � oimaT HmE $.Soiz Access openings,drop doiwn 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. 9 q than tthe 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 seeSEALANT i shall be sealed. party using the Manual "J", Manual "S" &"D" submitted at CO. Const. Dwgs 15. N 1104.1 (R404.1) Lighting eq&pment(Mandatory) non-vented Walls The 'unction of the foundattion and sill Cavities within corners acid headers of frame walls shall be insulated less ,permanently J Not than 90 percent of the,p ently installed lighting fixtures shall late shall be sealed. T e function of the by completely filling the cavity with a material having a thermal p j p y g g contain only high-efficacy lamps. ,. �::-� s•_: � ' ,.V '�} by top plate and top of exteriorr walls shall be resistance of R-3 per inch minimum. Typ. Exterior wall I j z U7 sealed. Knee walls shall bey sealed. Exterior thermal envelope insulation for framed walls shall be See Const. Dwgs 2}' J J installed in substantial contact and continuous alignment with the air < barrier. W Windows, skylights The space between windoNiv/door jambs OPTIONAL- RAFTER SEALING AT ATTIC EAVE W and doors and framing and skylights sand framing WITH SPRAY FOAM INSULATION DUCT SEALING REQUIREMENTS � shall be sealed. _� Rim joists Rim joists shall include the,air barrier. Rim joists shall be insulated. Q Floors(including The air barrier shall be insualled 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 witli the TABLE M1505.4.3(2) topside of sheathing or continuous insulation installed on the INTERMITTENT WHOLE-MOUSE MECHANICAL ! RATE FACTORSa, b underside of floor framing and extend from the bottom to the top of all LOCAL EXHAUST RATES TABLE M 1505.4, APPROVED WINDOW perimeter floor framing members' RUN-TIME PERCENTAGE IN EFACH 4-HOUR OPENING LIMITING AREATO BE EXHAUSTED EXHAUST RATES 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 SEGMENT - Q shall be covered with a Class I,black permanently attached to the crawlspace walls. coN LU vapor retarder with overlapping johits KITCHEN 100 CFM IMTERMITTENT OR 25 CFM CONTINUOUS a o to ed. Factor 4 3 2 1.5 1.3 1.0 N p _ _ _ "a Z BATHROOMS-TOILET ROOMS MECHANICAL EXHAUST CAPACITY OF 50 CFM - - - - - - - - - - - - - - N U) Shafts,penetrations Duct shafts,utility penctrattions,and flue a. For system run tiiii�e values between those given,the factors are permitted to be WINDOW � Q shafts opening to exterior oar W p determined by interpolation. 1 W unconditioned space shall be sealed. INTERMITTENT OR 20 CFM CONTINUOUS 24" m to 6 i (36"IN IBC UNITS) 4"SPHERE CANNOT APPROVED WINDOW O J b. Extrapolation beyond the tabble is prohibited. PASS THROUGH FALL PREVENTION F- > Q DEVICE CONFORM TO U W � � U Narrow cavities Batts in narrow cavities shall be cut to fit and installed to FINISHED FLOOR HEIGHT ASTM F 2090 11HEIGHTABOVE the correct density without any voids or gaps or FINISHED FLOOR compression,or narrow cavities shall be filled by R312.2 WINDOW FALL PROTECTION DIAGRAMS HEIGHT ABOVE insulation that on installation readily conforms to the TABLE M1505.4.3(l) FINISHED GRADE TOP OF THE WINDOW SILL SHALL FINISHED FLOOR available cavity space. CONTINUOUS ' AIRFLOW RATE BEA MINIMUM OF24"ABOVE THE FINISHED Garage separation Air sealing shall be provided betw FLOOR AND GREATER THAN 72"ABOVE THE FINISHEDeen the garage and GRADE OR OTHER SURFACES BELOW ON THE conditioned spaces. REQUIREMENTS EXTERIOR SIDE OF THE BUILDING.SHALL FINISHED GRADE t M' COMPLY AS FOLLOWS: Recessed lighting Recessed light fixtures installled in the building thermal Recessed light fixtures installed in the building thermal NUMBER O F B E D R OID M S ~ envelope shall be sealed to thre drywall. envelope shall be air tight and IC rated. 1,OPERABLE WINDOW WITH OPENINGS THAT WILL NOT ALLOW hI A 4-INCH DIAMETER SPHERE TO PASS THROUGH THE OPENING R312.2.2 WINDOW OPENING CONTROL DEVICES: Py Plumbing and Batt insulation shall be cut neatly to fit around Hiring and WHERE THE OPENING IS IN ITS LARGEST OPENED POSITION. wiring plumbing in exterior walls. There shall be no voids or FLOOR AREA 0 - 1 2 - 3 4 - 5 G - 7 > 7 2,OPERABLE WINDOWS THAT ARE PROVIDED WITH WINDOW FALL WINDOW ASTM F OPENING 090. THE OPENING CONTROL DEVICE E AFTER COMPLY WITH N gaps or compression where cut to fit.Insulation that on PREVENTION DEVICES THAT COMPLY WITH ASTM F 2090. installation readily conforms to available space shall (square feet) TO RELEASE THE DEVICE SHALL ALLOW THE WINDOW TOlet extend behind piping and wiring. FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIRE � ll i- P P g g Airflow I Qw i n CFM 3 OPENINGS CONTROL DEVICES THAT COMPLYWITH SECTION R312.2.2 TO MEET EGRESS R310.2.1 V rA '~ Shower/tub on Ilse air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs shall be lot rT� , p exterior wall showers and tubs shall sepamite them from the showers and insulated. < 1,500 30 45 60 75 90 �-i ¢ Z tubs. o N1101.14 (R401.3) Certificate (Mandatory) :~ ct Electrical/plione The air barrier shall be installled behind electrical or ►~-T-{ M box on exterior wall communication boxes or air stealed boxes shall be installed. 1 ,501 - 3,000 45 60 75 90 105 A permanent certificate shall be completed by the builder or other approved party and posted on a wall W ►-.�•� ^� �' HVAC register HVAC register boots that penetrate building thermal in the space where the furnace is located, a utility room or an approved location inside the building. o boots envelope shall be sealed to thce subfloor or dryNvall. 3,001 - 4,500 60 75 90 105 120 Where located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit Concealed Wlien required to be sealed,cconcealed fire sprinklers shall directory label, service disconnect label or other required labels. The certificate shall indicate the �SrAE ARc_ �I o c r sprinklers only be sealed in a manner thaat is recommended by the predominant R-values of insulation installed in or on ceilings, roofs, walls, foundation components g+� manufacturer.Caulking or otMcr adhesive sealants shall not 4,501 - 6,000 75 90 105 120 135 such as slabs, basement walls, crawl space walls and floors, and ducts outside conditioned spaces be used to fill voids between ffire sprinkler cover plates and U-factors of fenestration and the solar heat gain coefficient (SHGC) of fenestration, and the results walls or ceilings. from any required duct system and building envelope air leakage testing performed on the building. 6,001 - 7,500 90 105 120 135 150 IC insulation contact. Where there is more than one value for each component, the certificate shall indicate the value covering the largest area. The certificate shall indicate the types and efficiencies of heating,a In addition, inspection of log walls shall be in accordance with the provisions of ICC-400. > 7,500 105 120 135 150 165 cooling and service water heatingequipment. Where a as-fired unvented room heater,9 O, N electric furnace, or baseboard electric heater is installed in the residence, the certificate shall ��_ For SI: 1 square foot = 0.0929 m2, 1 cubic foot per minute = 0.0004719 m3/s.. „ „ g P 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. TYP EXT WALL — — — _ — — — — — — TYP.FLOOR CONST LJl JLJ�J — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I � EXTERIOR PATIO SLAB (2)2x6 P.T.SILL PLATE W/MIN, TYPICAL ANCHOR BOLT -R403.1.6 6"4000 PSI CAST-IN-PLACE SLAB MAXIMUM SPACING: 1/2"@ 72"O.C. N W/6X6 wl.4/wl.4 WELDED WIRE MESH I EMBEDMENT OF 7"WITH NUT&WASHER. ON GRANULAR COMPACTED FILL. 2 BOLTS PER PLATE AND HOLD AT LEAST a PITCH SLAB AWAY TO DRAIN I ONE BOLT-12"MAX AND 3-1/2"MIN OFF OUTSIDE BASEMENT ENTRANCE 0 ENDS OF PLATES. 10"CONCRETE WALL ON MIN 20"X10" 63'-7" m I 15'-11" SHIELD&SILL SEALER TYP. ii FOOTING WITH 4"CONCFETE LANDING& TYP.CONC.FOUNDATION 4"DRAIN TO DRYWELL,CONCRETE STAIR � MEETING R311.7-STAIRVNAYS. HANDRAIL PER R311.7.8, 34"-38"ABOVE NOSING. 36"HIGH GUARD RAIL ON - 4"SLAB LEDGE TOP OF CONCRETE WALL. BELOW GRADE ; ; ,_ ____________________________________ ANCHOR BOLT DETAIL SCALE: 1/2"= 1'-0" W 11' 0" CONCRETE I I 1 1 1 v PIERS ' ' o ' ' --- --------------------------------------------------------' •---- ----------------------------------------------------------- ---------- ------- -----4------ -- -------------------' "--------------- --------------------- I //'- n SLAB , I 1 � 1 I � I I I I 1 r- ----------z------- - 1 TYP EXT.WALL H I I I rT, I I I --------^ t I 1 STUCCO I 14'-10" ; ; SILL PLATE F•-..{ I 6'-8% ; I o _ W Vll v O ov ' TYPICAL ANCHOR BOLT -R403.1.6 > r ' ' ' I O CD FINISHED VESTIBULE: 6 ; ; MAXIMUM SPACING: 1/2"@ 72"O.C.1 1 1 s 2X6 FRAME AROUND I EMBEDMENT OF 7"WITH NUT&3"x3"WASHER. in STAIRCASE FROM FLOOR ; ; 2 BOLTS PER PLATE AND HOLD AT LEAST n w TO CEILING.. TREATED SHOE w ' ONE BOLT-12"MAX AND 3 1/2"MIN OFF UNFIN. BASEMENT PLATE AND GYP.WALL BID J I o ; 1 ENDS OF PLATES. o ; aF.D.FD. rJ ? o A AS PER SECTION R506. HANDRAILS 34"-38"ABOVE NOSING. +t 1' ° 4" CAST-IN-PLACE CONCRETE I ° O TYP,CONIC,FOUNDATION V 1 io M ;< ; h t � SLAB WI 6 MIL VAPOR BARRIER R302.7 UNDER-STAIR PROTECTION r o H� I o 1z ti ENCLOSED SPACE UNDER STAIRS THAT 7 O= M 1� I EXTERIOR P 11 L? X I; m 02 W 1 ti IS ACCESSED BY A DOOR OR ACCESS o ' <- �- uu ' LIGHT � o PANEL SHALL HAVE WALLS, UNDER-STAIR', M 7 w= ^� 1 1 ABOVE it c ° SURFACE AND ANY SOFFITS PROTECTED TYPICALINT.FOOTINGICOL rCD � w ' ANCHOR BOLT DETAIL 36"x 36"x 12"THICK �n -' ' 1 ' ON THE ENCLOSED SIDE WITH I I SCALE: 1/2 = 1 0' O O 1 I CAST-IN-PLACE CONCRETE U" 1 1 l^ _� 1/2-INCH GYPSUM BOARD �- "- ' FOOTING W/444 REBARS E.W. ' ' 1 i i &4"DIA STEEL COLUMN I I I I I 77'-10" UP i) ' i i 12'4" 9'-11'/z' 55'-6'/2" i w 10'-2" I WINDOW WELL R310.2.3 LADDER&STEPS R310.2.3.1 m c 1 ' ' ' MIONRIZONTAL AREA 9'-0'SQ FT.W TH A LL BE WINDOW WELLS WITH A VERZTICAL � � E y------ -- ---- -------' ------ 13' 0" 13'S" 13'-2" 15'-11/z' ° o 1 ----------------------------- I 1 0' I DEPTH GREATER THAN 44 INCHES m E ` 1 1 HORIZONTAL DIMENSION rnSHALL BE EQUIPPED WITH o° o i OF MIN S-0"TO ALLOW FOR L.5 L E f° o- I I AFFIXED LADDER OR STEPS IIUSABLENTLY a� U U c In v. N o (YP) ---' -- I WITH THE WINDOW IN THE FULL OPEN Beam Pocket t i----- i- - ------- ' ' EMERGENCY ESCAPE AND POSITION. RUNGS SHALL HAVE AN o- c a - o o m `- ------r_-----GUARDRAIL----- --------- ! --- , ' ' I PREMITTED TO ENCROACH °' ° 1°n rn °� �•cL o _ O U ' N -----' `---' -- -"'"' --------`---- ; shim asreq'd I W 10 X 26 STEEL BEAM I I RESCUE. LADDER SHALL BE INSIDE WIDTH OF AT LEAST1;21NCHES I .----------------------- 1 I - I- - - - — - — - - - ;- - -' - - - - - - - e►- - - - - - - ® - - - - - - - - - - - — - — -I 1 ie NOT MORE THAN 6"INTO SHALL PROJECT AT LEAST 311NCHES `'g'°^o ° °' °Oua° I I I II II II II 1 I- 1 1 I I �I�� ,� (ryP) w REQUIRED WINDOW WELL .- o N E u Y I I - -------- �--- -------------" I 1 I 11 I IHWIV Df�Al 41 n I 1 I I 1 I I ' DEPTH. C fA >L_ O d � o I 1 I eam ocket � FROM THE WALL AND SHALL IBE SPACED a° � m_ a� ,�� 1 ' 11'-6" 9'-11'/z' ' ' _ I , NOT MORE THAN 18 INCHES ON-CENTER - �n•- 3 II tl II II II 11 II I 1 , 1 I 1 1 N -----' u n n u n n --, - shim as �,- rn� 3 .. cc�3vN 1'0" lit 11 11 I I I 11 11 I I 1 0 0 !Oj - ° G f0 n n n u n n 11 1' ' , CALL OR G O =o 1 1 M ' I `T THE WINDOW WELL. c a m m m m ♦-------- ll__IL II II II II It _J __ __ I 1 I 1 1 V I 1 zo II 11 1 II II II II 11 I , I I 1 N � C- C to O w I 1 1 1 Q II II II II II 11 11 1 I I 1 L 1 i o a' U 2.rc ° O co't BARS,GRILLES,COVERS R310.4 L L � m N�-° 3 UD , r . �..,. . _ — . _ . — I --;-- --- , BARS,GRILLES,GRATES OR SIMILAR m ° o•S� m ° E �.0� a BRACE WALL ABOVE ' - I I I I DEVICES ARE PERMITTED TO BE PLACED L t'm• m s= E - m o CONNECTION DETAIL ; '2'3° i (`�)1-3/4'x11 7/8"LVLi , --i------ J :c ¢Ln c m =m o OVER EMERGENCY ESCAPE AND RESCUE DET 2 ON DWG-2 -___ _ a -------- -- V � v ' 1 OPENINGS PROVIDED AS FOLLOWS:NET a� c n E m m v o °w 1 I TYPICAL I '2 ---------- oo I i i CLEAR OPENING SIZE COMPLYING U of m =a• m E a o a ' ° I __ r� WITH R310.1.1 TO R310.2.3 AND SHALL 0 L) o r ' ; BE RELEASABLE OR REMOVABLE p I ___-_-___z_ X I 1 I FROM THE INSIDE WITHOUT THE USE I 1 2'3"; ~ GE J -" --_- `' O OR FORCE GREATER THAN THAT ROF A KEY,TOOL,SPECIAL EQUIRED 11'-2'/2" > - O o I I I o < ' --9.5"-T----- ' �e r e �H tnl �I 10" N `o° c" I `oo OO w; In FOR THE NORMAL OPERATION OF THE v _ . CP I U) , --_--_-_--_ ( LL LL w �, ESCAPE AND RESCUE OPENING. 1 1 10" ' � 4'-0' 03 ' c° LL w; UNEXCAVATED 1'-5��°--' 1 I � ' ' PLUMBING NOTE: q ; ; TYPICAL GARAGE SLAB r ; o T ) ' 4" CAST-IN-PLACE SLAB I DIRECT VENT � ' o ' ' ALL PLUMBING SYSTEMS SHALL BE W/6X6 W4.0 X W4.0 WWM ; ; HEATING SYSTEM N °-° J I J' u, ° INSTALLED IN ACCORDANCE WITH (2)ANVCHOR BOLTS I ' .---' - _� I PART VII-PLUMBING IN EACH CS PORTAL PITCH SLAB-114"FT TO , INSTALL IN COMPLIANCE I aoo , co �- 1 ' GARAGE DOORS ' 1 W/RESIDENTIAL,ENERGY o FRANAE WALL ABOVE ' ' � �' I ; ; ELECTRICAL NOTE: 1 1 1 I &MECHANICAL CODE '- I S SECTION-SEE w z w �? ( x I DETAJL 3 ON PG 2 ' �' g IV -r ' ' ' d i i ALL ELECTRICAL EQUIPMENT WJ a-F F\o CT I CO �, ; AND WIRING SHALL BE INSTALLED w '� M PR PANE �� a I 1 I IN ACCORDANCE WITH PART Vlll-ELECTIRCAL O v)O0�0 'n M QO O I v ; ; OF THE NYS CODE. A MINIMUM OF 75%PF __________ __ ___ ___ _ 1 PERMANENTLY INSTALLED FIXTURES 1 O w 0(D , ; ; q MUST HAVE HIGH-EFFICACY LAMPS. tl o0w ' d Q ' I LIJ I I f0 --------------------- '-------------I-- MECHANICAL NOTE: ---------- -- ------------------- ---------'---• awQ� N ' -' ------------- --------31 -------------�- 'I 0cnQp 1 i---------------'--- ---------� 9 �t i-------------- ----------------------7' i THE MECHANICAL SYSTEMS SHALL ' OQU' I I I BE INSTALLED IN ACCORDANCE WITH I I I I ------------- ------------------- ------------------------------------ ------" i i i PART V&VI OF THE RC OF NYS. 1 ALL MECHANICAL SIZING PER ACCA M 22'3" ; ; 11'7" 0" ; 4"SLAB LEDGE 27'-3" ; 0" ; 14'-3" ' 10' ' EXTERIOR PATIO SLAIB I I MANUAL'IS"BASED ON LOADS CV LLJ O H ' 1 1 I CALCULATED PER ACCA MANUAL"J" 6"4000 PSI CAST-IN-PLACE SLAB i i i i DUCT COMPLIANCE WITH MANUAL"D" N 0 in W/6X6 w1.4/w1.4 WELDED VNIRE MESH ' ' ' 114 z ON GRANULAR COMPACTED FILL. i i i i R303.4 MECHANICAL VENTILATION. N -------------------PJZCJi5LASAV1AY_ZQQB91(N------------------------------------ ------ •--------------- ---------------------- DWELLING UNIT SHALL BE PROVIDED Q 1 WITH WHOLE HOUSE MECHANICAL W LLI (2)AI,NCHOR BOLT ; ; ; a VENTILATION IN ACCORDANCE WITH 0 j J IN EACH CS PORTAL 1 ' ' ----__ I SECTION M1507.3 r------- r •--------------------�------------------- FRAIIME WALL ABOVE ; ; ; ; �„ ;_ _" _; U SEC-TION-SEE 1 co !-!< I 1 I DETAIL 3 ON PG 2 ; ; i i io 1'0" ' 1'0" , Cheek Walls 0 W_ U) I I I for Concrete •-----' stoop I 1 1 And steps above I I 1 I 1 1 I 1 1 1 I I I I I I 1 I 1 I (2)AINCHOR BOLTS IN EACH CS-PORTAL FRAMAE WALL ABOVE 1 1 1 I SEC7ION-SEE 1 •----------------------------------------- ---- ---------------' 1 DETAIL 3 ON PG 2 ; ; o ' �- ---------------------------------------------------------------------- r 23'-11" 1V-7" 28'-1" 15-11" ' O 79'-6" >~ ? MUa TYPICAL FOUNDATION - ( 10'-0" WALLS ) B A IN ACCORDANCE WITH CHAPTER 4 Q ci 10 10 10"AND 12" CAST-IN-PLACE WALL WITH �j M O Smoke Detector TYPICAL ANCHOR BOLT -R403.1.6 HORIZONTAL REBAR: PER TABLE R404.1.2 1 ( ) �RSID qRc MAINTAIN REQUIRED SEPARATION Carbon Monoxide Detector MAXIMUM SPACING: 1/2"@ 72"O.C.EMBEDMENT OF 7"WITH GREATER THAN 8 FOOT WALL HEIGHT: ONE#4 BAR WITHIN a`. �.� � y,11 G DISTANCE FROM ALL HEAT Refer to DWG-1 General Notes NUT&3"SQ WASHER. 2 BOLTS PER PLATE AND HOLD AT LEAST 12 INCHES OF THE TOP OF WALL AND ONE#4 BAR NEAR , �� G, t� PRODUCING EQUIPMENT TO , „ ONE BOLT-12"MAX AND 3-1/2"MIN OFF ENDS OF PLATES. THE THIRD POINTS IN THE WALL STORY. Q t� J1101 COMBUSTIBLE MATERIALAS PER In accordance with Section 915 of the 10'-0" WALL HEIGHT 1. Walls 24 inches total length or shorter connecting offset braced wall VERTICAL REBAR: PER TABLE R404.1.2(8) AM MANUFACTURER'S SPECIFICATIONS 2020 I FC, R314, R315 of the Residential FOUNDATION PLAN panels shall be anchored to the foundation with not fewer than one anchor bolt #4 @ 48 INCHES ON CENTER. AND LATEST MECHANICAL CODE. code of NYS located in the center third of the plate section and shall be attached to adjacent ON 20 X 10 (10 WALL)AND 12 X 24 (12 WALL) Mechanical Systems SCALE: 1/4" = V-0" braced wall panels at comers as shown in Item 9 of Table R602.3(1). (Fastening Schedule) CAST-IN-PLACE CONT. WALL FOOTINGS WITH cr.X R302.13 FIRE PROTECTION OF FLOORS: 2 0�9OA0 . Connection of walls 12 inches total length or shorter connecting C� THE MECHANICAL-HVAC SYSTEMS PROVIDE 1/2"GYPSUM BOARD ON ENTIRE PROVIDE FIRE BLOCKING IN g g 3 -#4 KEBABS CONTINUOUS IN FOOTING. SHALL BE DESIGNED AND INSTALLED offset braced wall panels to the foundation without anchor bolts shall be permitted. 2-2 X 6 ACQ SILL PLATES COPPER TERMITE `o`ndF h1E�r, CEILING ABOVE BASEMENT ATTACHED ACCORDANCE WITH R302.11 The wall shall be attached to adjacent braced wall panels at corners as shown in IN ACCORDANCE WITH PART-V TO THE UNDERSIDE OF THE JOISTS. OF THE RESIDENTAIL CODE. Item 9 of Table R602.3(1). (Fastening Schedule) p SHIELD,ALL FOUNDATION FOOTINGS TO EXTEND TO VIRGIN SOIL AND BE FULL HEIGHT OR STEP FOOTINGS 1V TO 2H. i CELLAR LIGHT AND VENTILLAT ON REQUIREMENTS SECTION 303-LIGHT AND VENTILATION 303.1 HABITABLE ROOMS r EXCEPTION 1. PROVIDE AN APPROVED MECHANICAL VENTILATION SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507 HABITABLE ROOMS BOOM AREA �W FINISHED CELLAR 1377 S.F. 2464 S.F,X 9.917 FT.=24,435 CU.FT,X 0.35=8553/60= 144 C.F.M.MIN. REQ'D TW EXCEPTION 2. ARTIFICAL LIGHT IS PROVIDED CAPABLE OF PRODUCING AN AVERAGE v 1 ILLUMINATION OF 6 FOOTCANDLES(65 LUX)OVER THE AREA OF THE FINISHED CELLAR(RECREATION ROOM&STORAGE ROOM)AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL.THE CLOSETS,BOILER AND LAUNDRY ROOMS ARE EXEMPT.) HABITABLE ROOMS ROOM AREA FINISHED CELLAR 2464 S.F. 6 FOOTCANDLES REQ'D. 1 65 WATT BULB=800 LUMENS 2464 S.F.X 6 = 14784 14784/800= 19 MIN.LIGHTS REQUIRED Tn h--�1 OUTSIDE BASEMENT ENTRANCE 10"CONCRETE WALL ON MIN 20"X10" FOOTING WITH 4"CONCRETE LANDING& 4"DRAIN TO DRYWELL,CONCRETE STAIR 63-7 15'-11" MEETING R311.7-STAIRWAYS. ^ HANDRAIL PER R311.7.8, 34"-38"ABOVE rT l w Q NOSING. 36"HIGH GUARD RAIL ON "-----• ------- TOP OF CONCRETE WALL. r I I I ^ r I Cl) I I I 1 1 1 O - ----------- -------- ---- -- ------ I I I I 1 I I 1 1 I I •----- - 20' -------/� -4 ---- STUCCO 6'-8 57' '/2" -0" I , /0 5%' N y c 1 I 1 E.N I I Q C l m'p 0E � 7 U N ' I Q O 'y�U L71 p U I 1 Z z rn GAME/MEDIA ROOM EXERCISE ROOM �" a y = F.D. CLGHT:9' 11" u� m I 1 r\ a U O t7 m O N `Y o O \ GYP.BD.CLG .�c o o o m o 0 � o o to N aomp 2 c 0 ca tr 0 c 3 O I EXTERIOR `� ti o °� w LO rn o 3 J o L 3 0 m LIGHT �` ABOVE Q cmrnn -" � Lwm I �j � Cl) a o � a�i° � Q•r, �� ... w a� rn r I L1J V C. O 20 U Q L O N`C I m o�a cE2��oa I I ` L)L fA O U M 7 C(,) N I I O I I r I � N N•-— Q7 o O L N r I ih 12'-4" 9'-1V/2' 55'-6'/�' H c°� m CT m E a `o a I I 10'-2" I ' WET BAR r .--------- - -- --------- - ' GUARDRAIL 1 I ------- --------, —� --------------------------------• 1 V 1 W 10 X 26 STEEL BEAM -c -- I r I I 11 II ;:HALIDE,AII,I II 11 1 I I N 13'-3" L 5'/ FAN fD 2" (D II II II II II II II , e . 1 II II II �1 11 II I !r�- NSULATE INTERIOR ' I N11 WALLS AND CEILING + -! - � "—rr � WITH SOUND BATTS. I I I I I I I I I I i I I I I 1 ----------- - - - ------ -- - ----------- --------- - 0 MECHANCIAL ROOM z install as per Code chapter 12-22 rn OP 16R 0 0 0 0 0 0 0 0 mechanical contractor to verify NON BRG FRAME WALL CONST. --9.5'- ----- M a size of room prior to installation of °' °' W C) ao ----------- ao co 4"ROOF VENT equipment and notify GC of Adjustments. CD M Provide W8"fire rated wallboard on o L 4--0" L w N LU ROOF J interior of Mech.Room side and o N F- /V fire rated wallboard on opposite 0 side. Provide a Non-combustable floor o c� 0 MINUTE N z and Insulate walls common with heated o areas.Provide air from outdoors thru STEEL DOOR louvres according to Part V-Mechanical SELF CLOSING W O Q Chapter 12 of the NYS Code. O O O U) J 0 FIRST FLOOR @ �R PANE CO `D O w C) j THEATER ROOM 3"V 2'6" 2"V 2"V L V u' 14'-3" 10' 00 W,C, Ln CLOSET SHWR CELLAR N FINISHED BASEMENT PLAN 2„ 3, 2, 2„ SCALE: 1/4" = 1'-0" S Smoke Detector ° PROVIDE FIRE BLOCKING IN 4"C.I.WASTE Carbon Monoxide Detector ACCORDANCE WITH R302.11 z '� CO Refer to DWG-1 General Notes OF THE RESIDENTAIL CODE. H ct PLUMBING RISER DIAGRAM C.I.H.T. 4"dia.C.I DRAIN TO EXISTING SYSTEM In accordance with Section 915 of the M N.T.S. 2020 IFC, R314, R315 of the Residential AREA SCHEDULE 10 r r. o code of NYS NAME AREA F+y � b4 (= -0 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 nI N 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS finish basement area 2463.6 sq ft. KEY 0 MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 R302.13 FIRE PROTECTION OF FLOORS: O M cz PROVIDE 1/2"GYPSUM BOARD ON ENTIRE FINISHED CONCRETE FDN WALL CEILING ABOVE BASEMENT ATTACHED SECTION P3008 BACKWATER VALVES RARCU _ TO THE UNDERSIDE OF THE JOISTS. LIGHT AND VENTILATION NOTES: <.;�.;:4;. ::<...,<...:t;.t,•: 2x4 WOOD STUD WALL @ 16" OC ED P3008.1 WHERE REQUIRED PROVIDE APPROVED MECHANICAL VENTILATION SYSTEM 1/2" M.R. GYP BD WALLS ��T J k 'S/�. CAPABLE OF PROVIDING 1 AIR CHANGE PER HOUR IN SPRAY FOAM INSULATION �� ` cc✓ WHERE THE FLOOD LEVEL RIMS OF PLUMBING FIXTURES THE ROOM OR A WHOLE HOUSE MECHANICAL VENTILATION ARE BELOW THE ELEVATION OF THE MANHOLE COVER OF SYSTEM IS INSTALLED CAPABLE OF SUPPLYING OUTDOOR THE NEXT UPSTREAM MANHOLE IN THE PUBLIC SEWER, AIR AT A RATE REQUIRED BY THE VOLUME OF THE SPACE(S). THE FIXTURES SHALL BE PROTECTED BYABACKWATER INTERIOR FRAME WALLS * � VALVE INSTALLED IN THE BUILDING DRAIN,BRANCH OF THE APPROVED LIGHTING TO MEET ARTIFICIAL LIGHTING " ' " ` THE BUILDING DRAIN OR HORIZONTAL BRANCH SERVING CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION OF 2X4 & 2X6 WOOD STUDS AT 16" OC / SUCH FIXTURES. 6 FOOT CANDLES OVER THE AREA(S)OF THE ROOM(S) 1/2" M.R. GYPSUM BOARD �fliQ BACKWATER VALVES SHALL COMPLY WITH ASME A112.14.1, AT HEIGHT LEVEL OF 30 INCHES ABOVE THE FLOOR LEVEL. w�.�F NE CSAB181.1 ORCSAB181.2. TREATED SHOE PLATES �'` I i 79'-6" 63'-7" 15'-11" --------------------------- ----------------------------- - - --------------------- ------------------------------------ 8X8 WOOD POST , (3)1-3/4"x11-1/4"LVL (3)1-3/4"x11-1/4"LVL FINISH TO 12"X 12" ; ' 30'-011 W/AZEK TRIM I ' U I I I p I I I I • 1 1 U I 1 CONCRETE CONCRETE a PORCH ; ; COVERED PORCH PORCH o w rn CONCRETE 1 I iv w I o- O PORCH ' of I I W 1 I z FRAMER TO VERIFY CENTERLINE& LL z I I z I I O HEIGHT OF WINDOW OVER KITCHEN ; ; w v SINK WITH KITCHEN LAYOUT PLAN N v 1/2"PLYWOOD SOFFIT PROVIDED BY BUILDER. , , fDx — — — — — _ _ — — — — N LINE OF 2ND FLOOR � — n — I 1 NLGD8080L � �✓ i - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - - - - NLGD8080L I I I I (2)1-3/4"x 1-7/8"LVL FWH27BOAR TW2b46 TW3046 TW2046 , , NLGD12080 4 NLGD12080 4 c i , , r - - - - - - - - T - - - - - - -In Ln In -2x10 - - - - - - - - - - - - - - (3)1-3/4"xi1-7/8"LVL i 1 (3)+1 8"LVL (3)1-3/4"x 16"LVL (3)1-3/4"x 16"LVL ; I I I cXv co IIN N1 I 14'-0" 29'-11" in 13'-0" 5'5'/z" 51W 3"/1 FLAT CLG 5'/Z 1' KITCHEN 5'/Z' I I I I I Q � ^ @ 10'-0., I I FLAT CLG I I I I I W H ° N C• o t v I I I I � GREAT ROOM i I MASTER SUITEI I I O Q STEP CLG TO 12'0" \ F� FLAT CLG �I f FAN C1 — w w @ 10'-0" UL LISTED GAS I I ^� rn I -°� ® o r'o o 0 PRE-FAB FIREPLACE o I' 2 5'-0" in $ O7 -' SEE THROUGH WITH o I I 2xl0 RAFTERS Ccb.16"oc a, I M-� u \ / o o o SEALED GLASS in I I I O o zo I I ;e` AS PER RESIDENTAIL 1 2x6 CEILING JOISTS @ 16"ac I I STUDY I 2x4 COLLAR TIES @ 48' cc O r z � I -, �� 00 CODE-CHAPTER 10 ® I I I I FLAT CLG j I ti VENT TO EXTERIOR o @ 10'-0" 0 I � ; 7 cp c o I w I a0 J NOTE:GLAZING HAZARDOUS LOCATION:R308.4 0 ~ g•, ¢ 1 fH I I , I I E INCLUDINJG BUT LIMITED TO THE FOLLOWING: C' co I N I I NI o N 1, ,•- I I N I I N 0000 -p 131 U a� � SAFETY GLAZING(TEMP GLASS)IS REQUIRED R 21 BATT O w N I _ y _ _ _ _ _ _ _ I c:+ "') m 8' `o a a BA HAT TUB S AND SHOWERS WHERE THE IPNG IN A BUILDING WALL ENCLOSING Y I I v OPEN `D I - - _ _ _ r _ _ _ Il `o INSULATION I r o r N "' o �41'-0.1 - - (-12-0-- - - - - a c c Z n ai c c BOTTOM(EDGE OF THE GLAZING IS LESS `, C7 RAIL �� I PLATE HT c.:8 .0 rn _2, o.g s $ THAN 60 IINCHES ABOVE A STANDING En �" c ' i� O O I " .n c c SURFACE AND DRAIN INLET. 11 10Yz' 6'7" ' 8'-3" caQ 6q - - - - - - - - ' o o °a 8 -- (2)1-3/4"xi1-7/8"LVL p� GUARDRAIL �+ (2)1-3/4"xl1-7/8"LVL o ` a u °�e m 0 �'Y _ _ _ a, r_n2co m - � oc3 _ _ _ _ e c N >- 7 tZ .� p WET SURFACES:R308.4.5 — - - — - - - — --- - _- — — — — — _—- - — - —` C GLAZING IN WALLS,ENCLOSURES CONTAINING _ i 2-2x10 FLUSH All1 NG FLUSH 2-2x10 I - o o R-21 SPRAY � �� v I I I i 1 i I 1 3'-0" 5'-4/z' 6'-6' o ° ° m c �w `L � p WHIRLPOOL,BATH TUBS,SHOWERS, - - --• "' .— I ' 1 c ° rn a� '" "-""_"___-" FOAMINSUL , I� 1 1 N SWIMMINIG POOLS,HOT TUBS WHERE TH BOTTOM o 11 10'/i' 9'11/z" ° I 1 1 1 V1 m c z N '= o'E 9'-0"CLG HT , c D N 1 I I I I I � 1 , L L f0 N � L. �... EDGE OF THE GLASS IS LESS THAN 60" p 5+/ ' ° cv ih = io is o a� o o 0-L o c ° `o U , I U) O 1 U C O.- p 't MEASURED VERTICALLY ABOVE ANY STANDING OR z o 1 I o iv co z10 m p c:--0 m c m M�'E N 1 cr (D e I I I I I 1 I I J S _ GJ •—•— p 'Co C •— p U C D. WALKING SURFACE SHALL BE CLASSIFIED AS I FAN N T-4" X 9'-0"HIGH 1 u in M WALK-IN r '�~v ca o s E m o ,n PER TABLE R308.3.1 1 AND R308.3.1 2 [] ___ ,, ® — — — - I o co SE o I O] M p•) I , C •- ,A-•O C V C In ( ) ( ) " SEAL&INSULATE'�'�.------- m b z ¢ c d c m o ATTIC STAIR PER ' _-�'"- ' cn f° _— — ' — I ---------- O X RAF R 1 0 9' 0"CLG HT N I t c = j s 0 8 -� > co In I '''-- 3_L ' S'0" 3'-4" 1" 1'9" 2 2x10 U ' z I I N 2x6 CEILIN JOIS S 16 = )- ° In m Cr f- m E n.E o n + SECT.1102.2.4 F;'_ o o . I �, ---------- _, N EXCEPTION:GLAZING THAT IS MORE THEN 60" _ (D n SEE DET ON DWG-3 ' --° �' 3%' 5Yz' O I ¢ 1 2x4 COLLAR TIES 8"cc co MEASURED HORIZONTALLY AND IN A STRAIGHT LINE, c i V_ o I :_____-____:=s. 1 3-2xl0 ---------- O / FROM THE WATERS EDGE ' ---------- •----- I z X u ; R302.5.1 OPENING PROTECTION. °� i, Pull SAFETY GLAZING IS REQUIRED ADJACENT TO ¢ °' INSULATED SOLID CORE STEEL I I __________ o N/'` Down' STAIRWAIYS,LANDINGS, AND RAMPS WITHIN M v 7 ; DOOR,20-MINUTE FIRE RATED. i ' 2 8of N k,�m`� Stair WALK-IN I SEAL&INSULATE 36 INCHES HORIZONTALLY OF WALKING SURFACE ' WEATHER STRIPPED ' H ' ---------- N ' ' OR WITHIIIN 60 INCHES HORIZONTALLY OF THE BOTTOM o I z o UP 17R _- _ ' ' + is CLOSET 1 ATTIC STAIR PER o`D, , W/SELF CLOSING DEVICE. MUD ROOM o I , TREAD OFF STAIRWAY IN ANY DIRECTION AND WHEN 00 ' w w I o I - + _ o co SECT. 11 D2.2.4 TREADEXPOS SURFACE OF GLASS IS LESS THAN Cn ' ' '' N W o �n I , I cv 9'0' CLG HT r- __ _ ________ __ ws�nsul LL I LL a, � fO � ',, ;' � SEE DET ON DWG-3 60 INCHES ABOVE THE NOSE OF THE TREAD ----- - - 5-1/2" / _ __ 4-2X6 ,� x 18"LVL 1 m I o n 4''0" 10'-4" ;_ " I `� OR WALKONG SURFACE, o m r., POST __----- --------------------------- ------ ------------ I 14'7" 14'-4" 2'-1" 2'-0 3'8'/z" 6'6„ LVL - ---------------------------- ------------- ----------- -----------, 2'0" 2,8" I N 0 X I I 1 GARAGE o ° 1 DWELLING GARAGE POST V NT CLOTHES DRYER �_ In I I z ENTRY z'6" z �:> LVL IN ACCORDANCE WITH -' DINING ROOM ~ J N SEPARATION IN co N > > I '' = TWO STORY ClAPTER 15-CLOTHES -J o� _ 0 o ACCORDANCE WITH '� D .YERS EXHAUST. I FLAT CLG I I l o �° J w I CO x N 1 w > w ifl I ti 10'0" 5'-2" / UI TABLE R302.6 @ " I '1 °' o, M '' l, a ; LAUNDRY X SEE DWG-1 FOR TABLE ROOM I X I II o N TEMP GL o N _ o I INSULATE WALLS , r, M I ,I is x l I � X a L` COMMON WITH LIVING 2-2x10 Z MASTER BATH N' z ti AREA. Cn z / VAULT TO 13'0" ( F® I a ch ; N , N (2)1-3/4"xl1-7/8"LVL z 2-2x12 in , PROVIDE: HEAT _ _ _ _ 2852__ _ _ 42"x9 " ° x10 AFTERS 16"oc In ; DETECTOR PER R314.2.1 LINE OF WAL ABOVE TW3056-3 2x6 CEILING JOISTS @ 16"oc I cM Q o ~ (2)1-3/4"xii-7/ 'LVL FL SH ¢ ' I O 0 2x4 COLLAR TIES @ 48"oc N LLI - ----- `n-'------- C9 Z. 5 1/2"x 18"LVL 1/2"PLYWD SOFFIT — — — — — — — — — — — I o fD -' WALK-IN ~ 4-2X6 4-2X6 ROOF OVER n_ SHOWER 1 O ----- ----------------------------------------------- -------- LINE OF WALL ABOVE z o - --- rn CONCRETE � POST ___ _ POST o �I ------ ----------------------------------------------- ------- N LVL LVL 1/2"PLYWD SOFFIT w PORCH 15'0" I Q ------- -------------- LL LLJ ILLI O v LIN a 3'-8'/," I m 0 0 ' 3 2x10 to v CL O W X x 3-2x 0 -j `r° ® ® N N ® U Lu U 1 o \ O Of fn J � y ; TW3056-2 J J N I — — — - zo -° 8X8 WOOD POST TEMP GLASS o r- o FINISH TO 12"X 12" R312.2 W/INDOW FALL PROTECTION NOTE: w X W/AZEK TRIM 60 z TOP OF ITHE WINDOW SILL SHALL BE A MINIIMUM OF 24"ABOVE THE FINISHED o 23'-0" FLOOR AkND GREATER THAN 72"ABOVE THE X FINISHED GRADE OR OTHER SURFACES o BELOW©NTHE EXTERIOR SIDE OF THE r - ----- -------------- BUILDING. SHALL COMPLYAS FOLLOWS: in R312.2.2'WINDOW OPENING CONTROL DEVICES: N 2 2x8 2 2xg WINDOW(OPENING CONTROL DEVICE SHALL E"'I COMPLY'WITH ASTM F 2000. THE OPENING TW3056 TW3056 DEVICE )AFTER OPERATION TO RELEASE THE a DEVICE SHALL ALLOW THE WINDOW TO W c� FULLY OPEN TO MEET THE CLEAR OPENING AS REQUIIRE TO MEET EGRESS R310.2.1 s'o" 11' 11" 6'o" 5'-9'/z' 5'-9Yi' 6'-io'/z' 1s'-o'/�' 011 WINDOWS, EXTERIOR FRENCH & SLIDING DRS I. Plans indicates ANDERSEN series 400 Tilit Wash �//� o Model Numbers and shall be In accordance with R609 A 1 D' PLATE HT To be designed & installed as per manufacturers B AREA SCHEDULE 10 1ST FLOOR PLAN �� ,t specification for 140 ultimate design wind speed 10 „ _ [NY]915,3.3 Residential Buildings and Commercial Buildings SCALE: 1/4 - 1 -0 With an Attached Motor Vehicle Related Occupancy and Table 301.2(2), 301.2(3) NAME AREA p y / a Provide HP LOW-E4 glass; U = .310, SHGC = .30 FIRST FLOOR AREA 2663.2 s ft. Carbon monoxide detection shall be installed in a central or otherwise approved location in each occu fables ace in a commercial building and within 10 feet of the entrance to sleeping areas and sleeping units in residential buildings EGRESS: shall meet R 310 p p WINDOW FALL PROTECTION: shall meet R312.2 SECOND FLOOR AREA 1646.3 sq ft. and commercial buildings that: DOOR NOTES: g Substitutions made upon meeting Code. GARAGE AREA 835.6 s ft. INTERIOR DOORS: 8'-0" HIGH '�� U q 1• Have a communicating opening with an attached motor vehicle related occupancy, See page one, general notes for additional RECESSED LIGHTING FIXTURES RATING WITH PENETRATIONS 2. Share one or more common walls with an attached motor vehicle related occupancy,or 3 code requirements. RECREATION ROOM 686.4 sq ft. SHALL MEET ASTM E119 AND FIRE STOPPING PER ASTM E814 OR UL 1479 3. Ara located one story above or below a motor vehicle related occupancy. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH SECTION R302.5 ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE R702.3.5 ALL INTERIOR WALLS SHALL HAVE GYPSUM BOARD SHEATHING. i NOTE:GLAZING HAZARDOUS LOCATION: R308.4 INCLUDING BUT LIMITED TO THE FOLLOWING: SAFETY GLAZING(TEMP GLASS)IS REQUIRED AT GLAZING IN A BUILDING WALL ENCLOSING BATHTUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE A STANDING SURFACE AND DRAIN INLET. WET SURFACES:R308.4.5 GLAZING IN WALLS,ENCLOSURES CONTAINING WHIRLPOOL,BATH TUBS,SHOWERS, SWIMMING POOLS,HOT TUBS WHERE TH BOTTOM EDGE OF THE GLASS IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE CLASSIFIED AS PER TABLE R308.3.1(1)AND R308.3.1(2) EXCEPTION:GLAZING THAT IS MORE THEN 60" MEASURED HORIZONTALLYAND IN A STRAIGHT LINE, 40-7 FROM THE WATERS EDGE SAFETY GLAZING IS REQUIRED ADJACENT TO STAIRWAYS,LANDINGS, AND RAMPS WITHIN r 4'-4" 8'-10'/e" 14'-2'/." 8'-10'/8" 4'-4" iP^��--11 36 INCHES HORIZONTALLY OF WALKING SURFACE _ ` OR WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM[ V TREAD OF STAIRWAY IN ANY DIRECTION AND WHEN EXPOSED SURFACE OF GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD ` OR WALKING SURFACE. w r = TW2032 — — — — — — TW3041D 2 — — — — — — — — — — — — — — — ` — — — — ~ TW30410-2 TW2032 T Ln V1 �- — — — — — — — — — — — — — — — — — — — — — — -� 11 9'- ♦2-2x8 ♦ ` }II - - -3 2-x1-0 ♦ ` ` I 3 2x10 II 22x=8 TW30410 TW30410 in r (DD IN 9'- 05L'G 6 H" T } {0" CLG HT 23'-0" 13'-103/." 13'-103/4" 5/' AN 3%1' I 3'/2" FAN ® `J 00 BEDROOM #3 I I BEDROOM #2 I ® I I .� x I I I 11'-0"CLG HT I I 11'-0"CLG HT I I I e D U = /"� � O I�T O I V U = O SHWR ZD v to o m I I o RECREATION ROOM I = �� i t � 11'-0"CLG HT I I CO N w I u~i cn I I w I �"' 5-6 I ui o 1— I w p iLd = I [ CHASE FOR I y C� ~ M FIREPLACE I y o io I W g I ¢ z g I I GAS VENT E.N CD I = WALK-IN N I o U Ov I o w J0 I I I V.I.F. I o,'u o o ` ID O IIi ov c OO I -rO - -i- - - - - t` T .—. toip ♦ \ ♦ . . / ♦ --rt p i I(I a«m �.��•L c•p�° S_LM CLOSET t I [ I I y pO.°SMOKE oD ALARM 9'-0"CLG HT XtN )- - - - - - — - - - WALK-IN o2 om oc o N . a a S CLOSET aa)a,ALARM \ 9'-0"CLG HT N / r I a IN (1)1-3/4"x11-7/8"LVL RIDGEBOARD m'o oa 8° u°U - - - - - - - - - - - - - - - - - - - - - - - 5'-6" M 11-0 WALL HT 11'-0"WALL HT 2' o 2' " ` cccvyOa rt° wo E�io nUX O C y "Fa O LO a t=. NyN Er (1)1-3/4"x11-7/8"LVL RIDGEBOARD cvo ooE 2 uq � I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - :Vtc E 2 O _________ 8 SO ;OEm�t1i 1 ~ I ' IqI ` :ye C M� oC U� C Q HALL OS = NC CD _ 1 IL NG H m m `° t•' , c _ _ — �•@ � c9 11'-0"CLG HT U~ I I d• I SEAL&INSULATE I I ---- I a ATTIC STAIR PER - _"_-"" " coI w w SECT. 1102.2.4 v _ I o I ,� SEE DET ON DWG-3 N ' ,� = o I F" I ' ' ' ' ' ' ' ° (2)1-3/4"x11-7/8"LVL LUSH PROVIDE WATER-PROOF _ _—_ _ 2�81 ---------- N PAN WITH CURB&DRAIN „ 31-1,13'A" �5,-111 1 1 ' FLUSH WITH 11'-0"C ILING \ ___------- U) HEIGHT I3 = 3'/z" 1 ---------- z `nw I I OPPEN BALUSTRADE BALCONY/STAIR RAILINGS u W LK-IN ; I ; ____ KNEE WALL ABOVE `o CLOSET 1 ' wl N01T LESS THAN 36"IN HEIGHT I ♦P �'1� N -v / \ , ul, ¢ z I —' TO SUPPORT RAFTERS , , ---------- w _, w WITfH PATTERN I SPACING SUCH I O j tin `O�• I LINEN It° ' ' I ' al o W TH/ATA SPHERE 4"INDIA. a co rt z 1 ,�!_ v� 1`v 1 __________ o: X VU CAINNOT PASS THROUGH ( FD 9j I ; ' BEARING t,�, t" X tx Open 1 I WALL ----------- 3' I I N below MI l 2'-6" '0 ' 0 2'-1 �' 14'-4" z 1 "DIA.MAXIMUM 1 1 5'/2" W —t --I BEARING c�I i '— - 3 2x10 _ N- — 1 1 w Of zo, O 1--' w l ' 1 — J. BEDROOM #4 I I I I o r�I QIr- Z g Q I BATHROOM i 1 w , �FAN o w p 19'-0"CLG HT,I i 11'-0"CLG HT (D I a ® N � I 1 I I I u� X N I 2x10 RAFT RS 6" c I I I I ch p Z 2x10 RAFTERS )..16"oc 1 , �, I N W N I iv g 12x8 CEILING J ISTS @ 16"oc 41 I I I CD I•—2 2x6 CEILING JOISTS @ 16"oc _ I N io 2x4 COLLAR TIES @ 48"oc N I 7'7"PLT HT Z - 2x4 COLLAR IES 48"oc N� I I I I 0 7'o" I I I N z I 2 2x8 0 i I vi I PLT HT I 3 2x8 I I I p Q M I 1 1 I LU W PROTECT ENCLOSED , W ACCESSIBLE SPACE UNDER I 2 2x10 I O J STIARS WITH TREADS: MINIMUM 9'+ 1"NOSING I _ _ — — - EMP'> — — _ ' ' _ — — — l — — TW26410 2 — — t _ J I I" Q 1 1 L1� 1 In T-0" 1.2"GYPSUM BOARD RISERS: MAXIMUM 8-114" ' 7' PLT HT U 0 I ALL HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH PLT PLT TW310-2 0 t) I HT HT — — — — '— — OF THE STAIRS. HANDGRIP PORTION OF ALL HANDRAILS SHALL NOT BE LESS THAN 1-1/4"NOR MORE THAN 2"IN IN GABLE 0 CROSS SECTIONAL DIMENSION,OR THE SHAPE SHALL ' N GAB PROVIDE AN EQUIVALENT GRIPPING SURFACE UNINHABITABLE ATTIC_ I WITHOUT STORAGE ' Star runs with 4 or mom I 2x10 RAFTERS ta7 16"oc _ — — — — — — — — — — — — — — — — risers reggwre a handrn 1. See Tip.Sheet 2 for 2x6 CEILING JOISTS @ 16"oc more information on the rngwrr'maan!s for 2x4 COLLAR TIES @ 48"oC _ 10 C_ 5'-3'/a" 3'-103/." 3'-103/," 1'-83/.° handradss. 9-0" PLATE HGT R311.7.8 'I X-3'/z" , 11 1 1 " 1 " ,5 3/2 3-0" 6-10/z 6-10% 14 9/z 9'-0"PLATE HT ' 12'-0'/2" 13'-9" 14'-91/" I , —1-1/2" SPACE I 5'-7'h" HANDRAIL MINIMUM 40-7 1�rTU`1I �. 01 C M M - ��, > i TW3046-2 R312.2 WINDOW FALL PROTECTION NOTE: w rr�ll "� C —0 TOP OF THE WINDOW SILL SHALL V x N minimum regwire<i B A BE A MINIMUM OF 24"ABOVE THE FINISHED ® eCt M �-' stairway width Iss 3(," S""'' ! 10 FLOOR AND GREATER THAN 72"ABOVE THE a�D Agcy kr) �G R31171 ` 10 FINISHED GRADE OR OTHER SURFACES ,d Pt BELOW ON THE EXTERIOR SIDE OF THE �� G'i F U Figure 2: Typical Stair Elevation [NY]915.3.3 Residential Buildings and Commercial Buildings BUILDING. SHALL COMPLYAS FOLLOWS: Q� QQ 2t9� HANDRAIL With an Attached Motor Vehicle Related Occupancy / ATTACHED TO WALL 9'-0" PLATE HEIGHT Carbon monoxide detection shall be installed in a central or otherwise approved R312.2.2 WINDOW OPENING CONTROL DEVICES: * I STAIR RAILING DETAILS/ CODE MINIMUM AREA SCHEDULE 2ND FLOOR PLAN location in each occupiable space in a commercial building and within 10 feet of WINDOW OPENING CONTROL DEVICE SHALL { STAIR i BALUSTER STYLES ARE DIAGRAMMATIC „ - the entrance to sleeping areas and sleeping units in residential buildings COMPLY WITH ASTM F 2000. THE OPENING ONLY--CONTRACTOR TO COORDINATE STYLES NAME AREA SCALE: 1/4 — 1 -0 and commercial buildings that: DEVICE AFTER OPERATION TO RELEASE THEj� WITH OWNER/FINISHES SECOND FLOOR AREA 1646.3 sq ft• DOOR NOTES: 1. Have a communicating opening with an attached motor vehicle related occupancy, DEVICE SHALL ALLOW THE WINDOW TO 0 RECREATION ROOM 686.4 sq ft. INTERIOR DOORS: 8'-0" HIGH 2. Share one or more common walls with an attached motor vehicle related occupancy,or FULLY OPEN TO MEET THE CLEAR OPENING V 3. Are located one story above or below a motor vehicle related occupancy. AS REQUIRE TO MEET EGRESS R310.2.1 I CONT.RIDGE VENT 42"HT.RAILING BALUSTRADES SPACED SO THAT OFF FINISHED GRADE 12 4"SPHERE CANNOT PASS MIN.34"OFF TOP OF CONCRETE 12 7 BLACK ALUM. 7 CONT.RIDGE VENT `v 12 4�� GRADE 4"MAX. �� GRADE D •e z 11" HI HANDRAIL TOP OF(PLATE 36" — - -- - - CONT.RIDGE VENT co #5 REBAR z @ 12'oc `(��T\�i`��i�\ 8"REINFORCED CAST-IN-PLACE CONCRETE WALL FT 3500 PSI P. w Fri w PITCH CONC. 1/4"PER FT.MIN. COMPACTED F o ° 6"CAST IRON DRAIN 2"x20"CAST-IN-PLACE CONCRETE FOOTING WITH 3-#4 REBARS TO BEAR ON UNDISTURBED SOIL GUTTERS&LEADERS 12 \ V1 - - AS REQUIRED 3 Q TYPICA4L — - r TOP OF SUBFLOOR — _ TOP(OF PLATE ^ TYP. CELLAR ENTRANCE DETAIL Q W Q 1/4"=r-o" SCALE: PERFORATED 70 GAL DRUM T� l ® IOI o o CLEAR LEXAN GRATE COVER OR STEEL SAFETY GRATE 011 O f-- WINDOW WELL PANELS MUST h--I EXTEND 4"ABOVE GRADE LEVEL SLOPE GRADE LEVELAWAY FORM WELL ~`�---- BILCO ESCAPE WELL OR EQUAL TOP OF SUBFLOOR c o N DOUBLE o m•- `- INSULATED ESCAPE LADDER OR STEPS a m 6 o WINDOW �—WHEN HEIGHT EXCEEDS 44" o TOP OF FOUNDATION o c�P OE 2 ° n o w 9 3/4"CLEAN FREE-DRAINING STONE I I - - - - - - a o a-m o TOP OF o oa o U AT LEAST 12"AROUND ALL SIDES .�m o SILL w w OF WELL.FILL TO DEPTH OF — — — _ — FOUNDATION FOOTING I I I - - - — — I o O o m y m .� VERIFY CLEARANCES I I I M y 2 cV o oc WITHMANUFACTUERE RIGHT ELEVATION _ o'55 o o O "a', v o' =3N L5 0 Lam3,. 11 '— "� EMERGENCY ESCAP EMERGENCY ESCAPE w o w ° $ 3 `o _w SCALE: 1 /4 '� 1 �0 I AND RESCUE I AND RESCUE I I aa)i o�'o o 4 c�a�i a m L�'0 r- cGi�aE � uo � WINDOW WITH WELL I I WINDOW WITH WELL I E `Mn c U I - — — — — — - - — _ _ _ I 1o. c c a) o m a L — — — — — J L — — — — — J a) c aE m ma Cc o o� I Hc°� u=icao � F- mEn.S�oca. WALL SECTION THRU. WINDOW WELL �I _ _ _ - _ _ _ I— — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — _ _ —TOP OIF FOOTING 1-1/2"= V-0" — — — — — L—J— — — — — — — — — — — — — L — — 7 L — —J — — — — — — — — — — — — — — — -L — _ — CONT.RIDGE VENT CONT,RIDGE VENT - - - 30 YEAR ARCHITECTURAL ROOF SHINGLES GAF OR EQUAL i 12 12 i 12 12 GUTTERS&LEADERS AS REQUIRED UN€D GEIL4fa16=NA1- - — �"" STANDING SEAM METAL ROOF TYPICAL COLOR AS SELECTED BY OWNER. - TOP OF PILATE CM Q 12 12 N W N ~ 12 12 - - - - - - - - - - - - - - - - - - N O o 12 co 0 Q _ W CRICKET W 12 12 -" m L o 0 O 12 U 0 U) 5/4"X 8" AZEK FASCIA _ — _ — _ _ _ — _ _ CLG HIEIGHT WITH 2X2 REVEAL 5/4"X 6"AZEK SUB-FASCIA TOP SUBFLOOR P F U F R o WITH VENTING PER — _ Lid _ _ _ — _ TOP OF SUBFLOOR DETAILS AZEKTRIM _ TOP OF PLATE HI 5/4"X 4" AZEK TRIM TYP. r- CABOT STAIN DOUBLE DIP r MAIBEC CEDAR SHINGLE o o r a r_ WITH 5"EXPOSURE, WHITE 1 \,.,,/TYPICAL ILI O H r" 0 _TOP OF SUBFLOOR M •� a TOP OF UNDAITION 1 U cz cz I I I I I I I I I I I IJ I I I I I I I I I I ,-• � �--� � - ,yes, ',si�, �- FRONT ELEVATION I I I I I I I I I _, o '.` ' I SCALE: 1 /4" = V-011 I I I I I I I I I I OF NI��t C1 — — — — — — — — — �I — — — — — — -- — — — — — — — — — — — — — — — — �-'— — — — — — — — — — —I — — — — — — — — — — — — — — — — — � IJ I— — — -- — — —I L — — — — — — — — — — — — — — — —TOE pQ— - — I 12' =N 7 CONT.RIDGE VENT 12 7� 12 7 CONT, RIDGE VENT - TOP OF PLATE ASPHALT SHINGLES W o 12 GUTTERS&LEADERS 3 AS REQUIRED TYPICAL M _ TOP OF SUBFLOOR — TOP OF PLATE n/ - - - - - --- - - - - - - - - - ----- --- - - - - - - - -- - - - - w rw H�( � 00 TOP OF SUBFLOOR — E o o El El rl ri [I., _ TOP OF FOUNDATION ° ° °LIM a� C (DE � C @ 1 I II �_ V U� D� ..,,E -.2 8 M I I R303.8 Exterior Stairway Illumination I I c a. °Y m OO .� o.O v o M N `p O � a vj U Exterior stairways shall be provided with artificial light source I I _ N o o s a`o c °3 located at the top access to adbasement from of a he outdoor -1 ° 0 ° ° 8 0- `�,°r a i t providing g , LEFT ELEVATION level shall be provided with an artificial light source located I v �' �' t a, at the bottom of the stairway. `SCALE. 1 /4" = 1 -01"' � C, � -jt C2:9� II I Ico co - E I I @ C ` Q C N C 0 O L C d E N U°L. O@ O L C N [ I f U W@ 6- I- m E a C O d — — — — — — — — — — — — — — -I —— — — _ — — — — — — — — — — — — — — — — — — — — — — — — — — I� — - - —TOP OF FOOTING ]- JI — —L— J CONT. RIDGE VENT CONT. RIDGE VENT ASPHALT SHINGLES ASPHALT SHINGLES GUTTERS&LEADERS GUTTERS&LEADERS AS REQUIRED AS REQUIRED TYPICAL TYPICAL TOP OF PLATfE CONT. RIDGE VENT N o W ty F- 12 N z 12 12 o WLIJ Q U) di 12 CONCEALED O > Q FLASHING O W CLG HEI(GHT _ — _ — _ _ _ _ — _ — GUTTERS&LEADERS AS REQUIRED ASPHALT SHINGLES — _ _ TOP OF SUBFLOOR o TYPICAL �j TOP OF PILATE N TOP OF PLATE F- iFM FE=7 9 �— —� O �L N � Concrete P io with TOP OF SUBFLOOR_ Blue Stone( ¢ � ` ) �r owners s 1 tion) c finis one e s one e s o Grade CONCRETE PATIO TOP OF — _ _ _ _ _ — _ — _ — _ — — _ � _ � >~ > TOP OF FOUNDATION � U 'O bJJ Q .c MOM Cz I I I- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — i I REAR ELEVATION I I I �I - - ' SCALE: 1 /4" = 1 �-011 I I I q — — — — — — — — — — — — — — — —t — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I — — — — — — — — — I—I - - -TOP0 OBI I i w w wwQ � Qo Sao N N c E,O VENTS: m 2 o E N P3103.1 ROOF EXTENSION E`o T • OPEN VENT PIPES SHALL c N N v accZa `ocoiEXTEND MINIMUM aci � cUam wa._Lo C U ,O C 6 O N O O O p 0 THE ROOF OR 6"ABOVE THE ANTICIPATED SNOW ACCUMULATION. 'o a pC`o c°� yO °o Y O U Y m_ O Y m N!n >T n'D C P3103.2 FROST CLOSURE: 2 C 0 5. 3s 3 L C E 3 V 47 WHERE THE 97.5%VALUE FOR a Q o o as, m a s OUT-SIDE DESIGN TEMP IS 0 DEG F L L a m N1.13- E OR LESS.VENT EXTENSION THROUGH � m.E.E c L v a w a c A ROOF OR WALL SHALL NOT BE LESS THAN 3"IN DIAMETER. ANY INCREASE D C m O p U p C O Q U O +L-� D �'t IN SIZE OF THE VENT SHALL BE MADE L 'N 2 m m E � a p N .�� po0c 6c ? C w m NOT LESS THE 1 FOOT INSIDE THE THERMAL ENVELOPE OF THE BUILDING. t6 h °2 2 �' Q N m o �po L L O Q'a O -a-G N `O U y-. N F- uNmar I- coEa.� oa JL 4"VTR JL 4"VTR JL 4"VTR ROOF I I I 2„ -, - 2" --- 2" - 1 I I I :3" I I I � 1 1 1/2" ;1 1/2" 1 1 l2" 1 1/2" 1 1/2" ;1 1/2" 2" 1 1/2" 1 1/2" 1 1/2" '; ; 1 I I WASHER ; �2'1 3 1I I1I,IIIIII 2" F.D. -- -- - 11 IIII - I------.. ,I 2 ND FL. 2-Lq 3"J ]'2' 2, 3„ 21 3 21 21 2„21 1 112" 1 1/2"1 112" 1 1/2 2" 1 1/2" 3" 1/2" LLJ p M Q WASHER DW ' N O I 2" ; 2" 2- N z 1 ST FL. W f� Q 3" 2" 3" 3„ 2" 2" m0 U) J I I , 2" U LU U 1 I , I , O VJ I , 1 I 1 , I BASEMENT MCI I 4"FAI I 3" co Co co ROOF PLAN --• SCALE: 3/16" = V-0" To a New Suffolk Counity 411 Approved Sanitary System PLUMBING RISER DIAGRAMct �+ Not to Scale 1. PIPING SHALL BE SUPPORTED IN ACCORDANCE WITH SECTION P2605 "d 2. PIPING MATERIALS AND FITTINGS FOR WATER SUPPLY,WASTE AND VENTS x =N MUST BE IN COMPLIANCE WITH CHAPTERS 25 THRU 31 0Cl i "HOT ROOF" R-30 SPRAY FOAM ~�`\ R802.4.6 COLLAR TIES IN EACH RAFTER LVL RIDGE BOARD CAVITY WHERE COLLAR TIES ARE USED TO CONNECT OPPOSING RAFTERS, R802.4.6 COLLAR TIES THEY SHALL BE LOCATED IN THE UPPER THIRD OF THE ATTIC SPACE SHALL BE NAILED with 4-10d AND FASTENED IN ACCORDANCE WITH TABLE R602.3(1). BOX NAILS IN ACCORDANCE COLLAR TIES SHALL BE NOT LESS THAN 1 INCH BY 4 INCHES NOMINAL, WITH FASTENING SCHEDULE SPACED NOT MORE THAN 4 FEET ON CENTER. RIDGE STRAPS IN ACCORDANCE WITH 12 TABLE R602.3(1)SHALL BE PERMITTED TO REPLACE COLLAR TIES, 2X6 CT @ 48"OC 12 7 RAFTER/CEILING JOIST HEEL JOINT CONNECTION 7 SHALL BE NAILED Floor System TOGETHER IN ACCORDANCE WITH TABLE R802.5.2 (SEE DWG-1 FOR TABLE) 2-ROWS OF BRACING PER DETAIL(4)PG-2 WITH SIMPSON H2AAT EACH RAFTER TO STUD. #4 REBARS TOP OF 1/2"GYP.Bd Clg. — _ — _ — _ TOP O PLATE MAXIMUM 12"FROM TOP CONC MIN CLG HEIGHT, 7'-0" �. Ground slopes away from wall - Eo @ 5% `I �: � rTl . w R-14 SPRAY FOAM E,.. RECREATION ROOM WITH R-1 3 BATTS '• " Fire-Blocking,continuous @ceiling level I •c, ;. TOTAL OF R-27 0� #4 REBAR ;::; and horizontally at intervals not exceeding :G ;, Damproofing 10 feet o.c.R302.11 thru R302.12 �' W ENGINEERED FLOOR JOISTS #4 @ 48"O.C. "`�concrete foundation wall o OR v 1 w _ - - - - - - TOP OF SUI�� Treated wood stud framing 16 oc max '''•'"'•�o�'`''•`'' Q non-bearing top and bottom plates TOP O PLATE � OR 3-1/2"metal studs @ 16"cc - r #4 REBAR R 16 SPRAY FOAM ' 04 • ~ WITH R-13 BATTS LVL BEAM WITH R-13 BATTS ,�/ a TOTAL OF R-30 �--� R-14 SPRAY FOAM Z R-13 Spray Foam Insulation TOTAL OF R-27 1/2"moisture resistant wall board 1.4 vapor semi-permeable latex paint finish _ STUDY O Q O ^ x 4"concrete slab with carpet/tile floor in bathroom o 4 1 0 ^ #4 REBAR O • 12"FROM BOTTOM TOP M M � /� O O ENGINEERED OF SLAB F� FLOOR - - rim � JOISTS � c -' - TOP OF SU_ FLOOR _ TY ARAG LAB `r" E g 3-#4 REBARS IN FOOTING PI TO D �I ' �' - - — - TOP OF FOU ATI 'o 6.� ` o o ` d � E J. oc°i � o � TYPICAL FINISHED WALL BASEMENT 4a �` '6 c 0 ° ` 0•5 BASEMENT WALL SECTION - • q �. 8 . � ° ac � `o .,• •� •D f0 G7 C O' O O N M O O ..•O. '•� °'� O•n U y V O V Y _ SCALE: 1/2" = 1'-0" -a L N o s_ ° SEE SCALE: 1/2" - 1 -O TYP FOUNDATION WALL a m E 0 N-E o 0 3 FOR SIZE AND(REINFORCEMENT `ON PLAN 'q R 1 ATT r,° �' o° `°' a° INS ATION •d p m.��c c ui `o� o 4�O 4 a 4, •=d C 7 N.n O p 3 U( Q ,• C U C O Q U Q.L..• C `C cL LVL RIDGE BOARD a.. d' U 2:N'y m U E _ c U N D.: �a N Q h C 0 C G7 C 4 g a� c aE•m m� m o c�L 6 R905.1.2 ICE BARRIERSS; TYP• BAS ENTSLA b. SELF-ADHERED POLYMER MODIFIED �dq :a H u cn m c H m E 2L o ii ,6:• BITUMEN SHEET USED IN PLACE OF"HOT ROOF" �•'.° TOP OF F OTING 7. • NORMAL UNDERLAYMENIT AND - _ R-30 SPRAY FOAM EXTEND FROM THE LOWEST EDGES OF — - — - - - r - - - - - - - - - - - - - - - - - - - - - IN EACH RAFTER ALL ROOF SURFACES TO A POINT NOT CAVITY LESS THAN 24 INCHES INSIDE THE R404.1.3.2 Reinforcement for Foundation i Walls EXTERIOR WALL LINE OFF THE BUILDING. Concrete foundation walls shall be IaterallJy supported at the top and bottom. 12 ON ROOFS WITH SLOPE EQUAL OR GREATER Horizontal reinforcement shall be provided]in accordance with Table R404.1.2(1). THAN 8/12,THE ICE BARRIER SHALL ALSO BE TYPICAL ROOF CONSTRUCTION SECTION Vertical reinforcement shall be provided ini accordance with TableR404.1.2(2), 7 12 APPLIED NOT LESS THAN 361,MEASURED ALONGclass A 30 yr architectural Roof Shingles w! R404.1.2(3),R404.1.2(4), R404.1.2(5),R4404.1.2(6), R404.1.2(7)or R404.1.2(8). :•': 2X6 CT @ 48"OC THE ROOF SLOPE FROM1THE EAVE EDGE OF THE fasteners per manufacturers I p f specification SCALE: 1 /4" = 1 '-O" Vertical reinforcement for flat basement walls retaining 4 feet or More of 7 BUILDING and the NYS CODE. unbalanced back is permitted to be dete rmined in accordance with Table R404.1.2(9) R802.5.2.1 LAPPED JOIST Underlayment as per section R905.1.1 & LAPPED NOT LESS THAN 3 RAFTER/CEILING JOIST(HEEL SHALL BE NAILED 16d JOINT CONNECTION installed per Table R905.1.1(1) FOR TYPICAL MATERIALS COMMON NAILS IN ACCORDANCE SHALL BE NAILED Ice &Water barrier as per section R905.1.2 SEE SECTION A WITH TABLE R802.5.2 ON DWG-1 TOGETHER IN ACCORDANCE (Note: Double underlayment is required WITH TABLE R802.52 S for Roof slopes between 2 on 12 and 4 on 12) xs CLG JST 16"OC EE DWG-1 PORTABLE WITH SIMPSON H2AAT EACH Framing As per plans with 1/2"exterior grade RAFTER To STUD. span rated structural plywood Sheathing, INSULATION SCHEDULE Nail to/ / / TOP OF PLATE Schedules & Strappingaccord ence Fastener R-14 SPRAY FFOAM � framing r detail sheet shall comply with 2018 IECC WITH R 13 BAATTS — _ — _ _ — _ — _ — P (s)• & RES CHECK TOTAL OF R-27 Flashing per R905.2.8 R-14 SPRAY FOAM Location R-value Thickness i ® ® ® ® ® ® ® ® WITH R-13 BATTS TYPICAL SOFFIT CONSTRUCTION. Hot Roof R-30 s i ® ® TOTAL OF R-27 12" overhangs-typical pray foam Floor(unheated space) R-30 spray fooam 2X8 LEDGER: o o LEDGER FASTENEED TO WALL STUDS 7.5"Azek fascia & 7.5"Azek rake boards. Floor(outside air) R-30c spray ffoam" co LAG SCREW TO _ w/ (3)SIMPSON 1114"SDS WOOD SCREWS W AT EACH STUD Metal drip edge per R905.2.8.5 Exterior 2x6 walls R-27 5-1/2"' N F- STUDS @ 16"'oc q o smooth Azek soffit ore ual SIMPSON SKEWED BEDROOM #3 RAFTER FASTENS=DTO LEDGERw/ q R-14 spray foam + R-13 O HANGER @ EACH (3)10-d EA.RAFTEER&SIMPSON A35 o' 1" x 5-1/2" Frieze board w/cor-a-vent strip vent air seal walls to pass 3 air changes per hour N Z 7, EACH JOIST. " (n BEDROOM #4 TYPICAL EXTERIOR WALL All Glazing U = .30 SCGH: ..30 W Q RAFTER ,. Above grade attic walls R-15 3-1/2 � 12 ENGINEERED �. _ 2x6 Doug-Fir Wood Studs 16" oc. a m Ij j FLOOR �; N 12 t @ Doors-less than 50/a glazing U = .40 U) 4 JOISTS ^ �3+ Double top Plate and Single Sole Plate. Door-more than 50% glazing U = .30 SCGH: .310 � j Q 0 1/2" exterior Grade- Span Rated U LU U ' - _ — -TOP OF SUBFLOO_R Continuous Structural plywood Sheathing. "If part or the entire attic will be decked over with plywiood, O W Fastened per Fastener schedule. the ceiling joists must be deep enough in order to fit tihe TOP of PLATE tyvec House Wrap or equal, batt insulation so that it is not compressed. If not then Hardie board or cedar perfection shingles Clg Jsts will have to be built up or upgraded to the next size. R-30 SPRAY FOAM LO WRAP HEADER INR-14 SPRAY FOAM as per clients selection AZEK BOARDS WITH R-13 BATTS R-30 SPRAY FOAM installed per manuf specs and NYS code. Other TOTAL OF R-27 WRAP HEADER IN Specifications: 4"AZEK BEADED AZEK BOARDS Cont. load path strapping installed in accordance -Windows: U5 0.30, SHGC5 0.30 PORCH SOFFIT O)N 4"AZEK BEADED with drawings. Provide Fire Blocking in accordance - 2 100% high efficiency lighting (CFL's or LED's) t h FURRING STRIPS3 PORCH SOFFIT ON with R302.11 & R302.11.1 and - 5 3 air changes per hour FURRING STRIPS = pp 9 p - z All Energy Star appliances DINING o Draftsto in per R302.12 &R302.12.1 ROOM KITCHEN LLE TYPICAL FLOOR CONSTRUCTION I � 3!4" Plywood Span Rated Subfloor, R403.6 Mechanical ventilation shall be provided that � yw p meets the requirements of section M1507 Glued and Nailed infl N accordance with the fastener schedule. R403.7 Heating and cooling equipment shall be ENGINEERED Floor joists and Bridging as per Code. sized in accordance with ACCA manual J by a U ,—' C FLOOR _a JOISTS certified third patty rater, r-TOP OF SUBFLOOR TYPICAL FOUNDATION CONSTRUCTION �•,• P - �•,• �• �. . , — - - - — - — - — in accordance with chapter 4 a w.. 3000 psi Air Entrained cast-in-place concrete cd •" •�'. TOP OF FOUNDATION :s 6' wall on cast-in-place Concrete Wall Footing per M V • c•. :e ' ° R403. refer to Foundation Plan for footing size& r� .— M .a 0•+ O e° .dq.• I I III :d`• ';q thickness. Concrete Horizontal and Vertical t3 t� oo „fl rp ® I ® ® III a t+' Reinforcement per Chapter 4. & gen note#6. x , o .. 4• Damproofing per R406. 2- 2x6 approved I III treated Sill Plates, Sill Seal And Termite shield per o SECTION — A Section R318.Anchor bolts per Foundation Plan 6 :6 TYP FOUNDATIOhN WALL o and R403.1.6 G IN LA ION ; SEE FOUNDATIOhN PLAN o FOR SIZE AND REEINFORCEMENT SCALE: 1 /4" - 1 -O" INTERIOR WALL FINISH A;e I I IIItk 1. Provide 1/2" Gypsum Wall Board on ceilings EID1A I I I III FOR TYPICAL MATERIALS and walls except basement walls & clgs-unless c'•s L••s SEE SECTION A noted. Min 1/2" Moisture Resistant Wall Board on HIGQ j� q° s A 6 Ceiling and all walls in Bathrooms humid areas) G� e •e:• and 5/8" cement board on walls and ceilings in wet areas. �••: 'P,•p; e • , ,• • • •• `• .•,,d _ _ TOP OF-FOOTING_ Provide 5/8" Fire Rated gypsum wall Board on walls s'�•' = and ceiling located as per code, manufacturers requirements and drawings. f , n F BRACED WALL PANEL CotlTltl!IOL i^L1'PHE�THED n_�E ;,_,LLuu �-•- BRACING METHOD PER PLAN BRACED WALL LINE 1-1 1-2 1-3 1-4 1-A 1-B 1-C 2-1 2-2 2-3 2-A 2-B 2-C �T = `"ETI .E:�.--��u.e ^-" CS-WSP CONTINUOUS SHEATHING f f 777771 WOOD STRUCTURAL PANEL TABLE R602.10.4 page 185 BRACING METHOD CS-WSP GB CS-WSP CS-WSP CS-WSP/CS-PF GB CS-WSP CS-WSP CS-WSP CS-WSP CS-WSP/GB CS-WSP CS-WSP DETAIL #1 ON DWG-2 BRACE WALL LINE SPACING(FT)b' 38 29.3 38 29.3 16.5 55 55 33.6 33.6 22.3 32.6 32.6 23.5 iP/J� CS-PF CONTINUOUS SHEATHING PORTAL FRAME TABLE R602.10.5 page 187 MINIMUM PANEL LENGTH(inches) 38" 48" 30" 30" 36"/20" 27" 30" 27" 27" 27" 27"/48" 27" 27" HOLD- j/ DETAIL#3,DWG-2 FET„ DE .0 i TABLE R602,1D.3 g ( )DE!ice BF'-CEO�:.;LL F=uEL��r (1)Page 180 REQUIRED BRACING LENGTH FT 14.3 22.5 14,3 11.3 7 40.5 19.75 6.5 6.5 4.3 12.8 6.5 4.5 E',.::_E_+:-_;.>LLLP.E EUDOFER= ED =.LLUr1E END CONDITION 1 END CONDITION 2 GB GYPSUM BOARD TABLE R602.10.3(2)Page 181 WIND ADJUSMENT FACTORS a,b,c -_.I BRACED WALL NOTES: 1. EXPOSURE CATEGORY 1 1 1 1 1 1 1 1 1 1 1 1 1 REFER TO DETAILS ON DWG-2 f FOR HOLDOWNS,STRAPPING, BRACED 2. ROOF EAVE TO RIDGE HEIGHT 1 1 1 1 1 1 1 1 1 1 1 1 1 WALL DIAGRAMS AND DWG-1 FOR NAILING SCHEDULE. ALL BRACED 3. WALL HEIGHT 1 1 1.05 1.05 1.05 1 1 .95 .95 .95 .95 .95 .95 WALL PANELS SHALL BE FULL-HEIGHT 1/771 SECTIONS OF WALL WITH NO VERTICAL 4. NUMBER OF BWL PER DIRECTION 1,45 1.45 1.45 1.45 1.3 1.3 1.3 1.3 1.3 1,3 1.3 1.3 1.3 W OR HORIZONTAL OFFSETS. F ,EL t,,y''-i•^Fy.__: _LLL ,EI• , =r-LLre,,c BWL 5. ADDITIONAL8001b HOEDOWN DEVICE _ - - - - - BRACE WALL LINE END CONDITION 3 END CONDITION 4 6. GYPSUM BOARD OMITTED c r.Tr, REQUIREMENTS w +a Return panel:24"for braced v�'a" ;:nes sheathed with 7. GYPSUM BOARD FASTENING ,7 .7 � vs'ccd structure!pane"s H 32"for braced v;'a". hies s'.ieathed w:th 1. BRACING REQUIREMENTS AS PER TABLE R602,10,3(1) 8. HORIZONTAL BLOCKING IS OMITTED 2 2 2 2 2 i structural fbe,board 2. MINIMUM LENGTH OF BRACED WALL PANELS AS PER TABLE R602.10.5 V 1 Distance D: 24"for braced wa" !nos sheathed with 3. BRACED WALL PANEL END CONDITIONS AS PER FIGURE R602.10.7 RESULT REQUIRED BRACED WALL LENGTH(FT) 21 23 22 17.2 9.5 37 25.7 16.2 16.2 10.6 16 16.2 11.2 weed structure!panes 4. EXTERIOR AND INTERIOR WALLS PARALLEL TO A BRACED WALL LINE SHALL BE OFFSET NOT MORE THAN 4 FEET. TABLE R6D2.10.5 page 187 ADJUSTED LENGTH 1.5 x ACTUAL F �� / 32"for braced wa" I nes sheathed with 5. BRACED WALL PANELS SHALL BE FULL-HEIGHT SECTIONS OF WALL p g ( T) 9 _,� • ==sTe°� EC structural fiberboard THAT SHALL NOT HAVE VERTICAL OR HORIZONTAL OFFSETS. PER PLAN BRACING LENGTH PROVIDED FT 21.75 26 24 17.5 19 41 26.5 22 20 16 24 22 16 •� END CONDITION 5=. Hold-down 800 Ibs capac ty fastened to t!ie edge of the 6. A BRACED WALL PANEL SHALL BEGIN WITHIN 10 FEET FROM EACH ( ) device: braced wall panel closest to t!ie come,and END OF A BRACED WALL LINE to the foundat.an c-f•cor framing be:cw 7. THE DISTANCE BETWEEN ADJACENT EDGES OF BRACED WALL COMPLIANCE YES 1 NO Y Y Y Y Y Y Y Y Y Y Y ry Y �•L� PANELS SHALL BE NOT GREATER THAN 20 FEET AS PER FIGURE O For SI:1 inch=25.4 mm,1 foot=305 mm, I1h=4 45N R602.10.2.2 a. Linear interpolation shall be permitted O FIGURE R602.10.7 b.Where three or more parallel braced wall lines are present and the distances between adjacent braced wall lines are different, END CONDITIONS FOR BRACED WALL LINES the average dimension shall be permitted to be used for braced wall line spacing. F� WITH CONTINUOUS SHEATHING ABBREVIATIONS; BWL=BRACED WALL LINE, O CS =BRACED WALL, CS-WSP=CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL CS-PF=CONTINUOUSLY SHEATHED PORTAL FRAME CONSTRUCTION Q N ,/j C .- no U E m � = EN -J -II _J f]aI I I wta� wE r- voiv0� C0 M v�0 o c m c , o co co 4'-0„ I 16'-6" I ,_ „ I „ C y,,. 0 ,�/1 2 L Q•2 2 0 55 0 occza - 4'-0" 23'-5'/" 32'-7" 4'-0" 4-0 5 f: .� O 2 -A U`� N 0 O O O Se 0 N y - " U Y - ' C 2 fin 8 >1] d� O F cc m•N c o m - a o c 3 NOTE: HORIZONTAL BLOCKING MAY BE OMITTED I NOTE:HORIZONTAL BLOCKING MAYBE OMITTED I I .0 3 s AS PEIR THE WIND ADJUSTMENT FACTORS; AS PER THE WIND ADJUSTMENT FACTORS; „ , 2'-5 13/16" a o $ m`o °c n m t TABLE.R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) I TABLE R602.10,3(1),TABLE R602.10.5,TABLE R602.10.3.(2) I 2 11 27 2 I I 4'-9 11/16" 3'-6" I c °' o�aZ' - aNi t �' D' 4,-0„ , � � ra,� aw_ o. „ I I L a� c = Na o 0 3 c o 3'-3 3/1 "I i -3 3/16 I - c - U I '-5 3/16" 7-10'/a i F4'-O" s wsP Cs wsP L,U N_ L�E 2 0 o I ( - CS-WS I CS-WSP CS-WSP `° 2 z c� Q N m am) o s o - i mca0M a�a000. CS-WSP CS-WSP FCS-WIS o - _ CS-WSP 9 it- co� rcnm � F=- � Eo..Eon �t a CS-WSPI CS-wsP Cn o BWL 1 1 N oI v - - - - ---I---------- -•- i -------•-----------------------•-•-------•-------- ------------ --- --- -- - BWL 2-1 N BWL 2-1 ----- - a - -1----- -.-.23'-0" -------- -- ----I-- ----•---------- ----------------- i -- -- --•-- o I \ I a t I M N N I U m I N S' M ti U I I - r- GB METHOD o TABLE R602.10.4 i LU °0 7"O.C.AT PANEL EDGES o m I I I INCLUDING TOP AND w J r I I ALOE HORIZONTAL JOINTS TTOM PLATES,7"IN FIELD Lu O m m I co I BLOCKED AND m 0 it I U v FRAMING CONNECTIONS ' Q i¢o I GB METHOD I " I AS PER DETAIL 2 ON DWG 2 TABLE R602.1 . , c7 z o N I 7"O.C.AT PANEL EDGES I c' INCLUDING TOP AND w I w N I BOTTOM PLATES,7"IN FIEL I I GB ' OJ 5 m ALL HORIZONTAL JOLNTS O�Cl)m I 5'-0 3/32" I m o I BLOCKED AND w 0 Q -" _J¢^: FRAMING CONNECTIONS 00~~ 1'-10�/z" GB z�, AS PER DETAIL 2 ON DWG 2 I >-¢"' GB °�� I ��N - BWL 1 2 "' -- a 0 RTOi U�� M _ � 9'-11'/z„ I i LL ' ' i w ; CD co IlJ a w I I 0 m I I M - - - - -------- ' U M N I- m o I m�a - - - - I CD W O cn Q l H ---------- N z¢� I I QQ� I I N o 1- GB METHO N 'ITU oo __________ i z oM TABLE R602.10.4 I 7"O.C.AT PANEL EDGES BWL 2-3 - -- N=a I ----- -- - - ------ --------------- -- ---- -- -- - --- Oa.m INCLUDING TOP AND ' _12�it ( BOTTOM PLATES,7"IN FIELD I - - - m W 6i s LLi w w ALL HORIZONTAL JOINTS - --- I O 0 J Ou�tO --..�... BLOCKED AND U W - ' z d b =w FRAMING CONNECTIONS I O CS WSP CS-WSP I I iv - ��O _ •- -_-•- AS PER DETAIL 2 ON DWG 2 I I 1 CS-WSP U) =w'Z e, 1 1 mrn¢ 4'-0" 4'-0" 8'-0" I I I m - i I I _ O M 0 iy =J z=c� i I I I zir I II -- ------ -- ------------- ---- ----- I BWL 2-2 0O i i - U o_ � CS-WSPcn � � ! - ---• ----- 3-0 CS WSP � _ _((_ I BWL 1-3 I CS-WSP I CS-WSP CS-WSP � v� I ---t--- --- --- --- ------------- --------- -------- -- Q------ R,777\77.! -------------"N\\ tV U o M I I co k:_...1 CS WSP CS-WSP p - . I r j I v LJ '- C-' C� Cn ` 3/4" " 3'-8 13/1 6'-6 5/16" =w z r -" 3-10 3-813/1 I �cn¢ wz U) N � �� i I 2'-11 13/16" ?Q 0 I 3'_0„ 8'-2 25/32" Cs wsP CS-wsP rTlZD o NOTE:HOR2IZONTAL BLOCKING MAYBE OMITTED M o w `- I Q O AS PER THEE WIND ADJUSTMENT FACTORS; 0 U_ NOTE:HORIZONTAL BLOCKING MAY BE OMITTED 0 z L� s .-+ TABLE R6022.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) I I z¢O ( 4-9 13/16 4'-9 13/16' `� AS PER THE WIND ADJUSTMENT FACTORS; TABLE R602,10,3(1),TABLE R602.10.5,TABLE R602.10.3.(2) I BWL -4 - - 0 o -_• •-------•- , 4'-0" 19'-5'/z' 4'-0" 32'-7" 4'-0" ' to w I U U ct Ic11 � M � CS-WSP I CS-WSP 8'-93/" ' , I U 4'-5 3/1 ' -5 3/16", O 3'-5" I ..,.. 4'-0" I 16'-6" 55'-0" ( 4'-0" ,�� ED ARC g ZJH /. 2ND FLOOR WALL BRACING PLAN 1ST FLOOR WALL BRACING PLAN , SCALE: 3/16" = 1'-0" NOTE:HORIZONTAL BLOCKING MAY BE OMITTED SCALE: 3/16" = 1'-0" AS PER THE WIND ADJUSTMENT FACTORS; TABLE R602.10.3(1),TABLE R602.10.5,TABLE R602.10.3.(2) �CSt�§ �F 0 4