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HomeMy WebLinkAbout48720-Z �O�QS�FFOiy Town of Southold 6/24/2024 cmP.O.Box 1179 o _ 53095 Main Rd AO! bp�1 i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45304 Date: 6/24/2024 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 950 Tasker Ln., Greenport SCTM#: 473889 Sec/Block/Lot: 33.4-37 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/l/2022 pursuant to which Building Permit No. 48720 dated 1/11/2023 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement covered front entry and rear deck as applied for The certificate is issued to Wyandanch RE Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-22-1260 4/23/2024 ELECTRICAL CERTIFICATE NO. 48720 6/20/2024 PLUMBERS CERTIFICATION DATED 4/24/2024 ,Chakks Sanders TA 2z gnature �o�suFFatKCa TOWN OF SOUTHOLD BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE "o • SOUTHOLD, NY y�o� s BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMRLETION OF THE WORK AUTHORIZED) Permit#: 48720 i Date: 1/11/2023 Permission is hereby granted to: Tatsis, Stelios 5042 Horatio Pkwy Bayside, NY 11364 To: Construct new single family dwelling on vacant land as applied for, with SCHD approval. At premises located at: 950 Tasker Ln., Greenport SCTM #473889 Sec/Block/Lot# 33.-4-37 Pursuant to application dated 9/1/2022 and approved by the Building Inspector. To expire on 7/12/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,060.40 CO-NEW DWELLING $50.00 Total: $2,110.40 Bu Iding Inspector • o��pF SO!/r�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 11971-0959 Sean.devlinCa�town.southold.ny.us cuff , BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Wyandanch RE Corp Address: 950 Tasker Ln city:Greenport st: NY zip: 11944 Building Permit* 48720 Section: 33 Block: 4 Lot: 37 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC-CODE Contractor: Electrician: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X. Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 77 Ceiling Fixtures 15 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall'Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 31 CO Detectors Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transfer Switch UC Lights Dryer Recpt G2S Emergency Strobe Heat Detectors 1 Disconnect Switches 54 4'LED I I Exit Fixtures 11 Sump Pump Other Equipment: Fridge, Oven, DW, Hood, Micro, Gas Fireplace, Septic Disconnect, - 200A Panel 42 Circuit/29 Used, (16) ARC120 Breakers (11) 120Combo ARC/GFI Breakers Notes: " AS BUILT NO VISUAL DEFECTS " Two Story w/ Finished Basement Inspector Signature: Date: June 20, 2024 S.Devlin-Cert Electrical Compliance Form FOLI( Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Southold, NY 11971-0959 nL BUILDING DEPARTMENT TOWN OF SOUTHOLD A P R 2 4 2024 CERTIFICATION Date: Building Permit No. 7c o Owner: /f/1'6*� Fv W I (Please print) Plumber:Chme S Sarj (Please print) I certify that the solder used in the water supply system contains I s th of 1%lead. (Plumbers Signature) Sworn to before me this. da f vj-'n Notary Public, 5V.PA JJLCounty .051 SOUTyo� # # TOWN OF SOUTHOLD BUILDING DEPT. MUM, 631-765-1802 [/ INSPEC ON FeNATION 1ST [ R GH PLBG. F ATION 2ND [ INSULATION/CAULKING RAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PR [ ] R N AL REMARKS: kZ6 /O �cc; A )z D/D a -ems Cb 161& 16z� If k�lvvt_, �A- DATE INSPECTOR ho�aOF SOblyo� 1- # # TOWN OF SOUTHOLD BUILDING DEPT. �ycoum, 631-765-1802 qy :�� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL 4/6 - [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: @ of W Qbk::� G VVI, Wn- f-Lru S DATE "h� INSPECTOR �o�apF SOOI Li a/7 210 cy�� �1'ram-W - # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] . FOUNDATION 2ND [ ] INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-4 CHIMNEY. [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f Jet DATE INSPECTOR OF 50(/lho� �1 ZU �O rAS�C�'/ # # TOWN OF SOUTHOLD BUILDING DEPT. �`�cOUtrtV��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: �ywor S--t,•r- yl CJ DATE cS INSPECTOR / OF SO(/T M��b^ ^^ ��aa G 7 vL`y # # TOWN OF SOUTHOLD UILDING 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: S1, DATE A INSPECTOR DE SOUIyO� LI V� 2 C * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND- . . [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE'A CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ] RENTAL REMARKS: DATE INSPECTOR ti • '� �. or t: p --MONO APR 2 - Z4 �7 20 r 'a i � v . i.l�ti 4 404 ' 7 z� r� oll Woolf R. APR 2 4 ?024 i A 4 D'Amaro Engineering and Surveying, P.C. 20 MARIPOSA LANE TEL: (631)878-7808 MANORVILLE, N.Y. 11949 JDamaro@optonline.net March 18, 2024 Att: Building Inspector, Town of Southold Town Hall Annex Building 54375 Route 25 ....... P.O. Box 1179 Southold,NY 11971 A. RE: 950 Tasker Lane, Greenport APR 2 4 2024 SCTM No. 1000-033.00-04.00-037.000 Building Permit No. 48720; Our Job No. 451-ad Response to inspection comments dated 2-29-2024 t5,, Dear Inspector: This is in response to your request for an engineer's letter prior to the issuance of a certificate of occupancy on the above captioned dwelling. I am the designer of this building. My name and license numbers are below my signature at the bottom of this letter. My address,phone and Email are in the letterhead at the top of this letter. The builder's contact information: Wyandanch R/E Corp. I/C/O Ocean CH, Inc., 575 Smithtown Avenue, Bohemia,NY 11716; 631-767-9933; rfis641100@yahoo.com With regard to the inspection report dated 2/29/2024 signed John J. Janki: 1) Ladders in egress wells (3) Pending installation by builder. 2) BOH Final Survey To be provided by others. 3) Electric Certificate To be provided by others. 4)Plumbers lead solder certificate To be provided by others. 5) Blower door test results I personally performed a blower door test on March 1, 2024 in accordance with the Energy Code. The as-built condition of the dwelling tested at 1.95 ACH50. A Remrate Compliance Certificate [RESNET/ICC] will be provided to verify the blower door test as well as demonstrate the structure's overall compliance with the UA Path [R401 through R404], Performance Path [R405], and ERI Compliance Alternative [R406] of the Energy Code. D'Amaro Engineering and Surveying,P.C. 2 3/18/2024 to Town of Southold The approved building construction plans specified R-5 XPS rigid insulation board outside the wall sheathing. Although the rigid insulation was not installed,the building meets the energy conservation requirements of the Uniform Code and Energy Code. 6)Architect must certify 1'&2°d Foundations I did not perform foundation inspection on this project. I am relying on the following information: a) Sidaras Concrete LTD invoice for work performed on concrete footings and foundation stem walls (marked PAID 7/14/2023). b) Three (3)photographs of the stem wall forms showing the placement of rebar taken on January 11, 2023 reputedly by Sidaras Concrete LTD,the foundation subcontractor. c) Two (2)photographs of the foundation just prior to backfill taken on February 22, 2023 by the builder showing the bituminous waterproofing installed on the below grade portion of the stem wall. The approved plans call for construction of a foundation stem wall 10 inches thick by 9 feet high with prescriptive Code reinforcement of one horizontal#4 rebar within 12 inches of the top of the wall and one horizontal#4 rebar at mid-height of the wall story. The approved plans call for the stem wall to be supported by a 24"wide by 12"height poured concrete strip footing. Instead of the planned foundation wall,the builder chose to construct a foundation stem wall 8 inches thick by 8 feet high supported on a 16"wide by 8"height poured concrete strip footing. The reason for this change was to provide a less costly cellar construction to the eventual homeowner. Rebar was installed in accordance with the prescriptive Code requirements. Based on the foregoing,the foundation as-built is in compliance with the Uniform Code and the 2020 Residential Code of New York State. 7) Placard VF Pending installation by builder. 8) Architect's letter for covering insulation in basement with sheet rock—basement is not finished habitable space. As per approved plans,blanket insulation was installed on the interior side of the foundation wall fully covering the top seven(7) feet. This insulation has a vapor permeability greater than 10 Perms(see manufacturer's specification sheet attached below). Also in accordance with the approved plans, '/2"gypsum drywall finish was attached to the underside of the first story floor joists for fire protection. The builder also installed an uninsulated wood-frame stud wall with gypsum drywall finish inside the blanket insulation. This wall is not specified on the plans. Since the foundation wall system has only one vapor barrier(the bituminous exterior coating), drying of moisture can occur towards the semi-conditioned interior cellar. I recommend the following: • Vapor retardant paint should not be used on the drywall. D'Amaro Engineering and Surveying,P.C. 3 3/18/2024 to Town of Southold • All access panels should be temporarily removed from the frame wall to assist in the complete drying of the poured foundation walls. I suggest that the access panels be left off the wall for approximately one year. • A hygrometer should be placed in the cellar to monitor the relative humidity at all times. Any time the reading moves above 55 % (this will happen seasonally)a dehumidifier should be operated in that space to maintain relative humidity below 60 %. This is a standard recommendation for all crawlspaces,basements and cellars on Long Island. Under these conditions,wood-decaying organisms will not form and the covering of the insulation with the wood-frame wall will not adversely affect the moisture performance of the wall system. As the frame wall is not load-bearing,there is no negative impact on the structural performance of the foundation. As always, I can be reached at my office by phone or Email if you have any further questions or comments. Respectfully submitted, Jer me T. D'Amaro II P fessional Engineer, Land Surveyor&HERS Rater N S P.E.No. 064932 NYS L.S.No. 049684 D'Amaro Engineering and Surveying,P.C. 4 3/18/2024 to Town of Southold sustainablet�'insulation. CertainTeed Specification Sheet SAINT GOBAIN Basement Wall Blanket"Insulation PRODUCT DESCRIPTION ft �' s Product Name GertamTeedBasemerdWag s-,� Basic Use:Basement Wall Blanket Bfaakef insulationu A Insulation is designed for use in or ! Manufacturer GertainTeed Corporation crawlspaces and semi-finished or unfinished residential and commercial 20 6todres Road z Atldress MaiVem,PA19355 basement areas,The product is t 4 y pw w w y available either with a white reinforced h� Phone 800233-8990 semi-permeable polypropylenefactngora -----<- z —, reinforced fail facing,both of which can be z T Website wv�uv ceita nteed,comNosulaLon left exposed and are perforated. Benefits:installing fiber glass building insulation Is an easy,Trost-effective method to help conserve " T ' �^ ECHNiGAL DATA energy In the residential and commercial new construction,remodeling and reinsu{ation markets. 4s,T v In addition to its thermal properties,fiber glass building insulation also provides excellent acoustical r performance.It is compression packaged for ease of handling and its broad availability of R-Values Fe bth S y s 5y ?' sees and facings ensures the right product for the job.The product resists mold and mildew and will i ° Suradiilg:CadeS not rot or deteriorate. � ,-Gaidomia DuaUtyStandards ,, Composition and Materials-.The product is composed of tan,uniformly textured,inorganic fibrous r•,Matenal Standards k•'.—ASTM G665 Type 11 glass and formed with a formaldehyde-free binding agent,Basement Wall Blanket Insulation is made r, 3 with a white reinforced polypropylene or reinforced foil facing with flanges for staple attachment. Class ARD gx Gold old C a�.GREEidGUARD Cerbfled Ltniitations:This product is designed for use at ambient temperatures in interior(weather-protected) t Ftfs ResrSieYit a iocaUons. Fire tiazaN.Ctassrfication All building insulation should be kept dry.Wet fiber glass insulation will lose its effectiveness until it j ASTM f84, dries.Fiber lass will often d naturally and regain its original R-Value.However,under conditions -Max:Fame Spread Index:25 or,less -.. . 9 dry y 9 Pifax.Smoke Developed index 50 or less xt when the insulation will not dry thoroughly,it should be removed and allowed to dry or be replaced. t =, + f Because of potential skin irritation,unfaced building insulation should not be Installed In an exposed !?hysiriallCttoiilficai Properlles ' 1 installation where it will be subject to human contact. •Thermo!Performance , Sizes:Available standard sires are listed In the table below.Contact CertatnTeed for 'RSTM"C518 fi Values.for msuiahon on►y non-standard sues. ;as statetl in table atieft:, Waterva rSo an ` } r.:, j1p � BASEMENT WALL BLANWwstnaltorl � -AST G1104 &value lructvress Viarenytlr Perroramd 1".,ifdaterVapor`Pemlearice:,_ R esr r ;m, mm in Min -'`it mm # _Basement Wallinsulatipri{Factng) j 79 S9' 'd i219 r 5D,` F 1524 YeS, i O per BrmSDB51CCaItIMBihQd t d 19 a;ira";?, 79 Bo 1,524 :' 1524 ` Yes F Q1taTltyAssurdnce 111 r..3=17a 79 72, _ 1-me `i", 50-,,, 1524 �' - Yes -° aUrtairilb, 'SCommitmenttoqualityArid i 4 enwrorimentai mans ement has ensured j 27 4112, } 114 Ali`• 12f9 $0 1219 Yes _ g _J the n`egistratibn of the Athens,'ChowchiUa fir 27 t A,lt2, 114 -611 4 1,5P4 40;, 1219 Yes - wand[Cartsds Gity pfant5 tU"iS0 9001200$ 1�9e 4sldardn S03.4 t19 Y 4001:200tas INSTALLATION. Hollow core concrete masonry units should be insulated full-wall height to reduce the thermal effects of block cavity convective air movement Solid masonry walls maybe insulated half-or full-wall height.Below-grade masonry wails should be insulated with an unlaced or a semi--permeable faced product to provide better drying potential ff the wall becomes wet.Check your local building code , requirements. � � } r~~l - �/ �v/ �� �pg � � �O�� -N�N��N����� ������ °0�h Certificate ' �� ' ^`"~ - - - - - - Energy - --- -� � -^�' - - � - Property HERS YVyundonchR Rating Type: Confirmed Certified Energy Rater: Jerry DAmaro 9SOTuske(ITWN' RatngDate/ %UI4'O8'O1 Rating Number: 2O22J]13 Qveenport, NY11944 Registry|D: 515759462 Estimated Annual Energy Cost Use AWM8tu Cost percent HERS Index^ �� ��������� ����@0�� ���K��������^ ^@�,� ������ ^ ^ Heating 56.3 $1805 46% General information [pnbng 2.1 $126 3% Conditioned Area 39OO sq. ft. House Type Single-family detached Hot Water 14.8 $343 9% Conditioned Volume 44i45 cubic ft. Foundation Conditioned basement Ughts/Appbances 27.7 $1516 38% Bedrooms 4 PhoLovobaics 0.0 $O O% Service Charges $151 4% mechanical systems Features Total 100.9 $3941 1000/0 Heating: Fuel-fired air distribution, Propane, 96']AFUE. Criteria Water Heating: Conventional, Propane, 0.68 EF, 50.0Qai. Cooling: Air conditioner, Electric, 14.] SEER. This home meets o,exceeds the minimum criteria for the h,8m*ing: Duct Leakage toOutside 10.00CFN25 E[C[New York State 2O2O Ventilation System Balanced: [RV, 105 cfm' 85.0watts. Programmable Thermostat Heat~Yes; [ooi~Yps 113uilding Shell Features Ceiling Flat NA Stab R'U.OEdge, R'O'OUnder Seated Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceili x 3u o Window Type u value' Above Grade Watts R-15.0 Infiltration Rate 1432 CF 0 (1.95 ACH50) Foundation Watts R''' " Method °"^==' Jerry DY\maro' HERS Rater D'Amano Engineering and Surveying Lights and Appliance Features ZOMariposaLane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Manonviiie, NY 11949 Interior LED Lighting(%) 100.0 Clothes Dryer Fuel Propane 631'878'7808 Refhgerator (NVh/yr) 504 Clothes Dryer[EF 3.48 Dishwauher(WWh/yr) 269 Ceiling Fan (cfm/VVatt) 0.80 i Certified EnergyRater: - RENKRate' Residential Energy Analysis and Rating Software vi8.3,4Build: 1013 Thisinfonnabondne*notconsbtuteonywanantyofenergycxm1oorsavings, Q19O5'2O22NORES[O, Bouider' [o|Wrado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. V Home Energy Rating Certificate Property HERS Wyandanch R/E Corp. Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro 950 Tasker Lane Rating Date: 2024-03-01 Rating Number: 2022_013 Greenport, NY 11944 Registry ID: 515759462 Estimated Annual Energy Cost HERS Index: 59 Efficient Home Comparison: 41% Better Percent Use MMBtu Heating 56.3 $Cost Cost 46% General information Cooling 2.1 $126 3% Conditioned Area 3908 sq. ft. House Type Single-family detached Hot Water 14.8 $343 9% Conditioned Volume 44145 cubic ft. Foundation Conditioned basement Lights/Appliances 27.7 $1516 38% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems Features I Total 100.9 $3941 100% Heating: Fuel-fired air distribution, Propane, 96.3 AFUE. Water Heating: Conventional, Propane, 0.68 EF, 50.0 Gal. Criteria Cooling: Air conditioner, Electric, 14.3 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 105 cfm, 85.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0.300, SHGC: 0.300 Above Grade Walls R-15.0 Infiltration Rate 1432 CFM50 (1.95 ACH50) Foundation Walls R-11.0 Method Blower door Jerry D'Amaro, HERS Rater D'Amaro Engineering and Surveying Lights and Appliance Features 20 Mariposa Lane Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator(kWh/yr) 504 Clothes Dryer CEF 3.48 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 This information does not constitute any warranty of energy costs or savings. ©1985-2022 NORESCO, Boulder, lorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. LIPA Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 950 Tasker Lane City: Greenport Builder Name: Ocean CH, Inc. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: March 1, 2024 Outdoors Temp During Test: 41 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.4 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.4 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. eating System Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other i i Veittin,,Tyne-3,. Drat Sin llaee S illa e, CO - GO E'tcien Fuel a Circle':T e; ;,; . `, `.Pascal orstCase aturad, orsf•Case (Natural) Rating: N_P✓ O_E N V .M S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 19 PPM 19 PPM Yes ✓ ,Tvve: Standard Tank ✓ Indirect Tanldess Size: 50 Style Common Vent❑ Water Heater Primary: — 4 No _ Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone 5 2 Ventina-Type'3 ` Drat Sin UaQe, Spillaee(Natural) . : �CO CO E teien Fuel Tvpe (Circle Type); (Pascal) (Worse.Case)'- ' (Worse Case) (Natural) EF: N P ✓O E N M✓ S - Pa Pass ✓ Fail Pass✓Fail 1 4 PPM 4 PPM Oven: Oven is Electric or No Oven Exists ® Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft 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 REQUERED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style. Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Amaro Rater Number: 2614397 Rater Signature: Date: March 1, 2024 Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 LIPA11 Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®homes Certified Home Address: 950 Tasker Lane City: Greenport Builder Name: Ocean CH, Inc. Builder Tracking# Combustion Appliance Zone (CAZ)# 1 of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than Tone CAZ or if home has multiple heating systems or water heaters) Date of Test: March 1, 2024 Outdoors Temp During Test: 41 of CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.4 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.4 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating System Primary: Yes ✓ No_ Tvae: Furnace Boiler_Heat Pump_Other i z Venting Tyne'.: ,., ; ' Draft, .` .,S iSv llaee Sin IhiQe CO CO E iciM Fuel e : Circle T e%T =,'Pascal...r'.' orst Case) atural orst Case , itura1 Rating: N_P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 19 PPM 19 PPM Yes ✓ Tie: Standard Tank ✓ Indirect Tan1dess Size: 50 Style Common Vent ElWater H64ter' Primary. 4 No Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone s a Venting Tvye', Drat. Sin llage. Spillage(Natural) CO CO E tcien Fuel TvDe (Circle,Type). „ (Pascal).` (Worse Case) (Worse Case). (Natural) EF: N P ✓O E t N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 4 PPM 4 PPM Oven' Oven is Electric or No Oven Exists R Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater S le: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial"and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial"and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Jerry D'Am Rater Number: 2614397 Rater Signature: L Date: March 1, 2024 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 NY-ECCC 2020 Certificate 950 Tasker Lane, Greenport, NY 11944 Ceiling _ R-39.0 Above Grade Walls R-15.0 Foundation Walls R-11.0 Exposed Floor R-30.0 Slab R-0.0 Edge, R-0.0 Under Infiltration 1432 CFM50 Duct R-4.2 Total Duct Leakage 40.00 CFM @ 25 Pascals Window 0.300 0.300 --;�--- r;ter,,,;--c-F--.'.;,"-�',;'�s-;,: -•�-;m^-^n�-,r,-;.;::�. �MecFanica{,Equipment, - _ ;:- 'a ..•:::�; HEAT: Fuel-fired air distribution, Propane, 96.3 AFUE. COOL: Air conditioner, Electric, 14.3 SEER. DHW: Conventional, Propane, 0.68 EF, 50.0 Gal. :HER$`Indez::59`:' }" B :Desj 'Prdf6s;sional'� uilder,or, es gn a Signature REM/Rate - Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 NY-ECCC 2020 Certificate 950 Tasker Lane, Greenport, NY 11944 Bu dingEnVelopeansulation= = Ceiling R-39.0 Above Grade Walls R-15.0 Foundation Walls R-11.0 Exposed Floor R-30.0 Slab R-0.0 Edge, R-0.0 Under Infiltration 1432 CFM50 Duct R-4.2 Total Duct Leakage 40.00 CFM 25 Pascals WiniJow:Data`' U;=Factor; Window 0.300 0.300 Mechanicat% 'UipmePt HEAT: Fuel-fired air distribution, Propane, 96.3 AFUE. COOL: Air conditioner, Electric, 14.3 SEER. DHW: Conventional, Propane, 0.68 EF, 50.0 Gal. `HERS;lndex:.i59 a'e `r � i n�.Profef si it; lde .or'Des g, s o a L Signature REM/Rate - Residential Energy Analysis and Rating Software v16.3.4 Build: 1013 y REWRate - Residential Energy Analysis and,Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-33-4-37 Projected Rating: Based on Plans - Field Confirmation Required. , Report Date 2022-09-01 Data Filename 2022_013 xx Tasker La.P.CC.blg Energy Code 02s amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Natural Gas Glazing Area Percentage 14% Heating Degree Days 5294 HERSlndex 56 Construction Site Owner/Agent Designer/Contractor HERS Rater xx Tasker Lane Tatsis Stelios Ocean CH, Inc. DAmaro Engineering Southold, NY 11944 xx Tasker Lane 575 Smithtown Avenue Jerry DAmaro Southold, NY 11944 Bohemia, NY 11716 Certification#2614397 631-767-9933 631-878-7808 Building Information Conditioned Area(sq ft) 3908 Conditioned Volume (cubic ft) 44145 Insulated Shell Area (sq ft) 7821 The items below will be inspected for energy code certification.Any deviation from these specifications'should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance NE Hass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy'Cost($%yr) 3232 Maximum UA 458 Your Home Energy Cost($/yr) 3089 Your Home UA 433 Better Than Code (Pert) 1.3% Better Than Code(UA) 5.5% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1231 39.0 0.0 43 Roof 2: R30,FG1,10-16,C 193 30.0 0.0 7 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2556 15.0 5.0 139 AG Wall 2: R15,FG1,4-16 307 15.0 0.0 24 REM/Rate-Residential Energy Analysis and-Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder,_Colorado. r REWRate - Residential Energy Analysis and Rating Software v16..0.4.. : ' New York Compliance Certificate Gross Area Cavity. ., Cont.- Glazing or,Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R-18 SPF+Rigid 336 13.0 5.0 19- AG Wall 4: R15,FG1,4-16 95 15.0 0.0. 8 Joist 1: Cond -ambient 142 13.0 5.0 0 Joist 2: Cond ->garage 17 13.0 0.0 . 0 Joist 3: Cond -ambient 82 13.0 )5.0 0 Joist 4: Cond-attic 8 13.0 0.0 0 Window 1: U:0.30, SHGC:0.30 292 0.300 88 Window 2: U:0.28, SHGC 0.31 DR 80 0.280 22 Door 1: PCH Front Door 34 0.230 0 Door 2: PCH Garage 18 0.150 0 Door 4: Fiberglass U-0.17 JD 18 0.170 0 Door 5: Attic Access 12 0.200 0 Floors Over Garage Floor 1: R30,FG1,X-16 18 30.0 _ 0.0 1 Basement Walls Wall 1: R-11 Paramount 1243 0.0 11.0 66 Wall 2: R-11 Paramount 225 0.0 11.0 . 12 Window 3: U:0.30, SHGC:0.30 29 0.300 9 Door 3 22 0.220 0 Duct Insulation R-Value Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Gas, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as.amended..by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific.to the local jurisdiction in which the,home is built.', Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to REWRate-Residential Energy Analysis and Rating:Software vl.6-M This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate the local jurisdiction in which the home is built. f I further attest that I am a certified Home Energy Rater and affiliated with �� �✓ , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. I)Xmaro 67-®l-ozz, Name-Title Signaturf Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry D'Amaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.big Date: 9/1/2022 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 44145 Insulated Shell Area (sq ft) 7821 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] I. Sealed Attic: R-39 SPF SA(1479 s.f.) R-0.0 continuous insulation, R-39.0 cavity insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Vaulted: R30,FG1,10-16,C (193 s.f.) R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 1st sty Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-20 Batt+Rigid (2556 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: I II III Face / Inset Comments/Location [ ] 2. Wall: R15,FG1,4-16 (307 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy P Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry D'Amaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.big Date:9/1/2022 Above-Grade Walls [ ] 3. Wall: R-18 SPF+Rigid (336 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 4. Wall: R15,FG1,4-16 (95's.f.), Between conditioned space and attic R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to attic Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.14 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: Southwest Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: Southwest Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30 (6 s.f., Southeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: Southeast Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-4 Orientation: Northeast Comments/Location REWRate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.big Date:9/1/2022 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f., Northeast), U-Value: 0.280,.SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D-5 Orientation: Northeast Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., Northeast), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: - Name: D-6 Orientation: Northeast Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: Northeast Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., Southwest), U-Value: 0,300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: Southwest Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30.s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: Southwest Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-10 Orientation: Southwest Comments/Location REWRate-Residential Energy Arialysis_,and Rating Software v16:0.4 This information does not constitute any warranty of energy costs or savings: 01985-2020 NORESCO, Boulder,Colorado. Page 3 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating . xx Tasker Lane 631-878-7808, 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022_013. RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.big Date: 9/1/2022 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-11 Orientation: Southwest Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6's.f., Southeast),: U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: Southeast Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: Northeast Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30(30 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe.features: Name: W-14 Orientation: Northeast Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: Northeast Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30(.10 s.f.;Southeast),, U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: Southeast Comments/Location REWRate-,Residential Energy.Analysis,and Rating Software v16-0.4 This information does not constitute any warranty of energy costs or.savings. 01985-2020 NORESCO;'Boulder, Colorado. Page 4 of 8 Energy Code - Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022_O13 xx Tasker La.P.CC.blg Date: 9/1/2022 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30(10 s.f., Northeast), U-Value: 0.300; SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-17 Orientation: Northeast Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (10 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-18 Orientation: Northeast Comments/Location Doors [ ] 1. Door: PCH Front Door(34 s.f.), R-Value 4.3 Comments/Location [ ] 2. Door: PCH Garage (18 s.f.), R-Value 6.7 Comments/Location [ ] 3. Door: PCH BSMT(22 s.f.), R-Value 4.5 Comments/Location [ ] 4. Door: Fiberglass U-0.17 JD (18 s.f.), R-Value 5.9 Comments/Location [ ] 5. Door: Attic Access(12 s.f.), R-Value 5.0 Comments/Location REM/Rate=;Residential.Energy Analysis:and Rating'Software v.16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 5 of 8 Energy Code. Inspection Checklist - Property Organization HERS Tatsis Stelios DAmaro Engineering Projected.Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022=013 . RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.blg Date: 9/1/2022 Frame Floors [ ] 1. Floor: R30,FG1,X-16 (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: 2nd FL over gar Insulation Grade: 1 II -.III Face/ Inset Comments/Location Slab Floors [ ] I. Slab: R-0 Paramount(1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II 111 Face/ Inset Comments/Location Foundation Walls [ ] 1. Wall: R-11 Paramount(1293 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face/ Inset Comments/Location [ ] 2. Wall: R-11 Paramount(225 s.f.), Between conditioned space and garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face/ Inset Comments/Location Rim and Band Joists [ ] 1. Joist: FF to outside (142 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II 1 III Face/ Inset Comments/Location [ ] 2. Joist: FF to garage(17 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: 1 II III Face/ Inset Comments/Location REWRate-Residential.Energy Analysis-and.Rating Software v16 OA This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, Colorado. Page 6 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro' Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.blg Date: 9/l/2022 Rim and Band Joists [ ] 3. Joist: 2F to outside(82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 4. Joist: 2F to attic (8 s.f.), Between conditioned space and attic R-0.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to attic Insulation Grade: 1 II III Face / Inset Comments/Location Mechanical Equipment [ ] 1. Heating: Fuel-fired air distribution, Natural gas, 96.1 AFUE. Make and Model Number [ ] 2- Water Heating: Conventional, Natural gas, 0.72.EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner, Electric, 15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 110 cfm, 24.0 hrs/day, 85.0 watts, ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 2207) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. REM/Rate-Residential Energy Analysis and Rating.Software,v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 8 Energy Code Inspection Checklist Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-37 Ocean CH, Inc. 2022 013 xx Tasker La.P.CC.big Date:9/1/2022 Infiltration Requirements for IECC 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM 6 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. • 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Notes REM/Rate.-Residential Energy:Analysis;and Rating.Software v16.0A This information does not constitute any warranty of energy costs or savings. b 1985-2020 NORESCO,Boulder, Colorado. Page 8 of 8 Zenith - Tasker Lane - FM Lot 25 HVAC Load Calculations for Ocean CH, Inc. 575 Smithtown Avenue Bohemia, NY 11716 RHVACIMAC LoADs Prepared By: Jerry D'Amaro D'Amaro Engineering And Surveying, P.C. 20 Mariposa Lane ManoNille, NY 11949-3356 631-878-7808 Thursday,September.01,2022 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. 12hyac='Residential„0,_Light Commercial HVAQ Loads" _ Elite Software,Developm®nt,Inc.. .,., ; Home Energy Compliance Raters - Zenith"Tasker Lane. FM Lot 25: 'Brookhaven,NY 11Z19 ° Pa a 2' Pro ect Report .,General Pro ectlrtfocmation: t.; . Project Filename: C:\Users\JTD\AppData\Local\Elite Software\Rhvac 9\Manual J-roc Tasker Lane.rh9 Project Title: Zenith-Tasker Lane- FM Lot 25 Designed By: Jerry D'Amaro Project Date: September 1,202 Noithwest Client Name: Ocean CH, Inca Client Address: 575 Smithtown Avenue Client City: Bohemia, NY 11716 Client Phone: 631-767-9933 Client E-Mail Address: rfis641100@yahoo.com Client Comment: Company Name: D'Amaro Engineering And Surveying, P.C. Company Representative: Jerry D'Amaro Company Address: 20 Mariposa Lane Company City: Manorville, NY 11949-3356 Company Phone: 631-878-7808 Company E-Mail Address: jdamaro@optonline.net Company Website: www.damaroengineering.com Company Comment: �.,.. £,F�--rt::ur_....,..wwt.rss:,..•x.i>v-,,;a�>':.:ti�h-+'>'.' ::ce, �:;A:"ss' '��.. .•:j;?." -....•,(c..�tr •.r, ,�fK.= - - .'r�';a vwr :c ':�;: 'r < :•h�u'.r:+>5-.�ve--s'�n:tip::�:•':'�.'T-..r._Y'�'''.•a.k`ij...�.i+rv,:s':w.:n;...,a��.: ,�;:;rrt' ;#: .�::r. ,iy. ,rF; a: •:.' a:,+}�,^i3:;!ra":T.`.;rn',;::,,..t.".)'-:'r�e:x;:�l..-�:.,E;-e.::`, ..)`.ia`: ':-�:t:..r'.4,r:. ;�.f"•`v :,:�f�'2.-�', Y+. +r t.'S.. Reference City: -Suffolk County AFB, New York Building Orientation: Front door faces Southwest• Daily Temperature Range: Medium Latitude: 41 Degrees Elevation: 32 it. Altitude Factor: •-0.999 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Bulb Wet Bulb Rel.Hum Rel.Hum Dry Bulb Difference Winter: 10 9 80% n/a 70 n/a Summer: 83 71 56% 50% 75 30 - - ..Ia':' ::y.:. .;b;c' — r:.T?3+ -':.:1'.:5^. rqs f., .�. ,'i•'- .�5.., •a_!^' �y.:f:' ...F •"Yi? .,.Yi` (n ,,ya�'.r. q� w(a" '.:''�-' :^v*"r'.>✓.'zsL `Yi f. - ''.`Yi./'._M:. .T'i }} ..'�Ca."G+: .,:Cwt'i�'i �.�i:�' �'fL=�F, Y W^. .Y� .I,. l:; .!G .1=. y ..F.. o�yV.�Cti'A :Y,.. "'Fk': - :. .r•..w: s:D�:Y.` wy. �Check,:Fi ures�.>�=�.�:�.�.. :,��.4,:�:.,.._.JT,. ,-:�z,. �. :� ,�; ::.�:�����.. ;�t.:_,x:�.s .�. �T,. �;�:. _�,�,:. ra... _ t�-�<.. Total Building Supply CFM: 1,262 CFM Per Square ft.: 0.315 Square ft. of Room Area: 4,010 Square ft. Per Ton: 1,375 Volume(ft): 44,145 'F(r'�s'.Rti ryr+.":.'t<r,.s y}�i.4. YIy 'Y. J"4(�i..� ,3.5^ •'.,if.,: aN'{, .°•S i+'b7�. rb .,& .N:.-*e...�<''�':..,&.,. '`�":%..ce=i. � ..,RJ•.y"J'';y}n�. --.•Yro.,-R'�-: ..,^{.e}�C,k`.•. ".ip y�• s, '�a!��'W §'��•f - ' 'iiu<'. "'+3:.'�:.,.� �Buildln LoadS'��,.�,ti,a.r!«'t.,. r,.�+>�:..r�=� '�y>:��:'>��..z�.�,,,x:�'�:.s�.,r::�r';'t::.. ,.�*'��`'' err x '�i��w. _ �* -`�'y7T�'. -.?�: .�,a a:.�..�,�t-,:.T� _ Total Heating Required Including Ventilation Air: 59,415 Btuh 59.415 MBH Total Sensible Gain: 27,988 Btuh 87 % Total Latent Gain: 4,108 Btuh 13 % Total Cooling Required Including Ventilation Air: 32,096 Btuh 2.67 Tons(Based On Sensible+ Latent) 2.92 Tons (Based On 80%Sensible Capacity) -- .}:.e .itix '(r::=" .r.5,' -b'H;.^Rai.' :,k.t - 9t• :4"-mr.--a J"vR ��- •:c' :::\i•'?t': °o'g..r' - 1:^ <Fi^�.•r .+�,:w :.,Y" %r`✓: .`-:!"r. '.'$• 'c;':,y:.Y '.'y,'i "..'4,:'° ..+u�i i.�',`+ _ ...v ^ys. �.$.�.' y p�p:°� `4✓aFti `"�'3..:��� ',� 7. •i�...,L,. `',-`k.<�.:�'',h'f J.f�,,. 'i'�4�F �� Y'����{�✓„ ��: �h �'�i' ''=` CNoteJ�:.Cp+al.J.. f,.!Zs'Y.:: �"�.:, ..��P ,?."�'-P:?'ir.t.�'w(ti..-^';'n'tE.h :ry.s'.;!�S'+i`.' �+P�?i i-�R',�• ..r�_ek'.:_ rYW. .+r...�s._e. '•. &.'. :,..G�,:F Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. Thursday, September 01, 2022, 10:14 AM Rhvac=Residential&Light Commercial_FIVAC Loads :_ _ �iite Softwaie:Development,,lnc. Home Energy Comp6anee;Raters Zenith-:Tasker Lane,-FM Lot 25 Brookhaven N ,.11719 Pa e'3 Miscellaneous.Re ort ..,�.�-�.;.:y•� �,' _ „„x :tee.-;�.::�� �:��: ::M:t n�,�;�. w:,�r w:„ :��•.-.-�r:.$ •: #�stem`1IVlaii ` Y--.. � r. . r 2.a ;. ��. `' Grams Y Outdoor. Outdoor Indoor'' .Intloor` Input='Data ° 'fi ar e ^` ®iffe eAn ;x � '�,:„: � y, °� ,�_ '�,�. �.� _ �n D Bulb,;1Net•:Bulb,, Rel.f�um. ReltHum,, .Dry Bulb "+.Y i,• a, yg'di4" �`> •as;:.�.::?: ,d § 'S; '�i' p ..sf','," _t,.,, 'b:i%"k. :n�'�u�±s,�``?�^-�";^,,.s;;,,�?l:%.i..y;a!_r'�::��',�.'-}.�' .:.�c�• #S��d:� -..�y.. :i4's�,x-?,.�.':J .,;�':� ..a�... +t-:.. :�h i. h ' 4.•,�n_�f`'�'r:';ti"!,.`�'N„'d,C°'�.'j:,�:x�•..:�'y,`.�`?•},c�a.s.. a.a.,.. eS. Winter: 10 9 '80% n/a 70 n/a Summer: 83 71 56% 50% 75 30.11 t � s:;s` '; ::.,�r�''"" �.�..• .-�-.n.., ..s:�,:.,. .}',;:'�'�`�t...-:7a.�a�c-..? air-3 Main Trunk Runout Calculate: 'Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop- 0.1000 in.wg./l00 ft. 0.1000 in.wg./l00 ft. Minimum Velocity: 700 ft./min 500 ft./min Maximum Velocity: 900 ft./min 750 ft./min Minimum Height: 0 in. 0 in. Maximum Height:. 0 in. 0 in. ..r ,. ..a,.. .:.-... - - ..., �. ,.:_ _.•..:...,_. ,-.,: :,,::.--^?wr s2x -c;;°s,�,>�:.: +� ,:�r,:.:S..:;=•�n�i�.U-i���s';".;r::,>-7,va,; _- ,:`S'r sr�•�i:. _ �'s„< Winter Summer Infiltration Specified: 0.282 AC/hr 0.119 AC/hr 208 CFM 88 CFM ; Infiltration Actual: 0.237 AC/hr 0.000 AC/hr Building Volume: X 44,145 Cu.ft. X 44,145 Cu.ft. 10,477 Cu.ft./hr 0 Cu.ft./hr X 0,0167 X 0.0167 Total Building Infiltration: 175 CFM 0 CFM Total Building Ventilation: 113 CFM 113 CFM ---System 1— Infiltration &Ventilation Sensible Gain Multiplier: 8.79 = (1.10 X 0.999 X 8.00 Summer Temp. Difference) Infiltration&Ventilation Latent Gain Multiplier: 20.45 = (0.68 X 0.999 X 30.11 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 65.92 = (1.10 X 0.999 X 60.00 Winter Temp. Difference) Winter Infiltration Specified: 0.282 AC/hr(208 CFM) Summer Infiltration Specified: 0.119 AC/hr(88 CFM) Blower Door Data: Wind Shielding Class: 4-Substantial Obstructions Building Stories: 2 Multi/Single Option: Single-Point Assumed n: 0.65 Pressure Diff.: 50 Test Flow: 2,207 Test AC/hr(Selected): 3 Thursday, September 01, 2022, 10:14 AM AsRWh_ 'Zn ,;&eIq ffie F.'W&06 "N Coffiplian6d!Rate Ml� OR 621"1 MM%W W-~ 9 0� 9 ► & Load Preview Peport' . Net Rec fL2 Lat Net n Sys Sys. Sys Duct Sys Sen Se Htg Clg Act Scope Ton Ton Tron Al Gain Gain Gain Loss Act Size CFWI� CFM CFMI Building i 2.67 2.92' 1,375; 4,010: 27,988 4,108 32,096i 59,415 48` 1,262 1,262: S stem 1 2.6T 2.921 1.375: 4,0101 27.988, 4.1-08---32�,096-1.---5-9,4-1--5� 7481111 1.2621 '16x16 Ventilation .........._247 2,302 i 2.549. 1,855, ............ --------------- Blower 850, 850 Zone 1 -Clq.:54%, H q.:71% 2,779! 15,781. .40q 40,624 528 739 10x13 .......... .. ...... . ... ........ ..... ................................... ....................------------------I -------------................... 1-Basement 1,406 821 -0'----- 821 i25,545 332____-G-O* 2-Dining Room/Foyer 286 _3,094-__ 0 2,848-- 37 -1,45,_ -1-6 Mtchen/Family Room 747, 7,724 1,206 8,9301, 7,161 93 362 .2-8 2 3 9 8 7 38 3 4-Pantry 441 150 0, 931 7 0_0* 5-Powder Room 35: 110 0: 110i 9 5: , 12, 1-4 6-Bedroom 41-8 -----------............... .--1--1-----------...................-. ................ _2.12� 3.,6.8-4..' 200- 1._�-----------33- ...... 7-Bathroom_First Floor 198 0 198! 667: 9 9 1-4 ..........­.- ....................... ... ........ ------------------------- ............. _.-. --------------------------- ------------- Zone 2-Clq.:46%, 1­14:29% 1,2311 0 -------------------------------- 1_3,§qq _400, 13,989i 16,936: 220 636, 8x14 ---------­-- ---------------- 8-Master Bedroom 207, 49721 400: 5,3721 2,589 34 233 2-6 9-Master-Closet 751 411. 1,794 23; 1-4 10-Bedroom 2 216; 2,776. O 2,7761 2,520 3 33 -----10 1-6 ------------------ 11-Bedroom 3 213 1,759' 0 1,759 2,611 34 82' 1-6 52 12-Hall/Linen/Upper Foyer 297:___2,558- 0, 2,5W 3.994�* 120 1-6- ----------- '58: 0 58 -4.3.2. 6 .1=4 14-Master Bath 121 394i 394 2,107 18, 27 .1-4 ..........­____._... ---------------------- -------------- 15-Laundry_ 46. , 661, 0' 661 -889, 12 W____31_' ___.1-4 ......-------- ------------------ .......... .................. ----------------------------------------- .................................. ...........- ------ .......... ......----------------- ­1--- ---------­ ------------------ ------- .....Sum-of.room.airflows may-begreater than-systemairflow_because-____ - - systep_hasmuit i -zones an -systemroomairfl opton I uses the greater of heating or cooling. Thursday, September 01, 2022, 10:14 AM tialggLi"fit'Comin®rcial HVAE�L'oaiis�' `=*�,� "' uxt`' `�` EliteTSoftware'Q®veto men_ Inc.; d h aCA: 5 n A 9 1 HomeEn gy Co pli{ace9Rateisi m F. a � Zenith-T skeLane-FM Lot 25 r- �Brookhaven'�NY,�1F1719 �<�; << ak r,,«,��>xk �.� >r 'a? �' �'• ��; '���,,�� �' � Pa'e"t5t Duct Size Preview r Room or Minimum Maximum Rough. Desi SP Duct Duct Htg Clg Act. Duct Reg Duct Name Source- VelocityVeloci Factor litLoss Velocityl Length Lengthl Flow Flow Flow Size Size System_1._..._..__.........._. -............. -- - -....-- - .-- ._._...........-- _ - ----------•--- ._...... _.... - .... --- - ....._... - - Supply_Runouts------�--- - --- ---- _ -- ----....__... ..---'-------- -- Zone 1 ____-- ------------- ------- ----._...._.....--------ems._..--- -- - - �-- ------,---�----------- -------------.--.--�-�- 1-Basement Built-in 500 750 0.01 0.1• 0 38; 332- 0-0 2-Dininq._Room/Foyer _Built-In - 500...._.-.. - 750_:._... 0.01_.- -0'_1...-...._..__..--..__._737.8.-..__..-..r.._ - -37 145,- -1-6. ---- 3-KitchenlFamily Built-In 500. 750 0.01 0.1 518 93 362� 2-81 Room 4-Pantry -- -- - Built-in. -- - -500. - 750 ---- - - - -- -- -------- - --. - -- -- - 01 -- - - --- --- ---- ---- - - ---- - - - --- - --- - ------ - - 5-Powder Room Built-In 500' 750' 0.01 0.1 140J2' 5� '12 1-4• _ 6-Bedroom -._.--_____--___-_Built-in. _--____-___ 500 750 0.01 0.1, 494:2 33 _172._..-_ 1_-8.:_..:._...._-_.. - ---------.....__._ --------- 7-Bathroom First 9® 9 1-4f Floor Built-In 500 750 0.01 0.1 106.2, Zone 2 _ ..........--- -.... - --......_-------...-- .-------------......._...-.. -- - • - - .....-.. - -- -..--._....,--------------- 8-Master Bedroom.. ,-Built-in..-., -500;. - - 750- -0,01 -- -0.1 592.8: _._.._ 34 9-Master Closet Built-In _ __500 750____0.01__- 0.1 , 267.3!_ ® 19; 23, 1-4 10-Bedroom 2 Built-In 500 750 0.01; 01 661_9 A 33 130• 1--6' --11.-Bedroom 3 --- Built-in..- - - 500...-: --750, - 0.01 0.1_... =-- -419.5: -= ---34® - 82-- 1-6---- 12-Hall/Linen/Upper Built-In 500', 750 0.01; 0.1 f 610.1 i. Foyer 52 120 1=6 -....--._.--------------------------.._._----------- ..._....-..._...._....... ._..-----•------------------------ --_._.._.., ----...._.;......_.....--...._..-. -- ......._... --- ..__..._... - -- -13-Family Bath- -- 'Built-In-----------500-------.750----_0.01 ------0,1 _._....-------- - 14-Master Bath _Built-in 500 750_ 0.01 _ 0.1- _ 313.91' ® 18 _27 1-4 ---------------- --- --- _ 15-Laundry ilt-In 500 750 0.01 _.1` 354.8 _ _ 12_ 31 1-4` _ Other Ducts in System Su pl Main Trunk Built-In 700: 900 0.0003: 0.1 710.1 748 1,262 .16x16: Summary System 1 _.._.............................._... - -------------..._-----.-._.__...- ----------.._...------- _................ -------.._------------------- - -- - . -,----- HeatinqFlow:...._.-..._748...... - .._.._...- .._..._._._------------ - - ......_.... ...._...---- - - ... Coolinq Flow: 1262 Thursday, September 01, 2022, 10:14 AM Rhya-d=Residential,*Light Commercial.HVAC'Loads<,r- Elite Software.Development,Inc." Home Energy,Compliance'Raters Zendh=Tasker Lane-FM,Lot 25': Brookhaven NY 11719:`" Page 6' Total Building Sumrna Loads: _ t Com onent �r.:w;`.:-1"._`:,i."�CC ..^Y.. ,�fi. !`.,. 3h�t�`-•:.�..:'�. §',-.)- ,.1 a �i .,�G`�`}?M+.",,. 2''e.�'.ay'w�..., United Window: Glazing-JTD United Windows and Doors, 298.8 5,377 0 7,228 7,228 U-value 0.3, SHGC 0.3 United Glass Door: Glazing-JTD United sliding patio door, 81 1,360 0 1,730 1,730 U-value 0.28, SHGC 0.31 United Window: Glazing-JTD United Windows and Doors, 22 396 0 295 295 outdoor insect screen with 100%coverage, light color drapes with medium weave with 50%coverage, U- value 0.3, SHGC 0.3 PCH BSMT: Door-JTD-Therma-Tru Half Lite,to outside, 38.1 503 0 159 159 U-value 0.22 PCH Front Door: Door-JTD-Therma-Tru Fibrt-Classic 36 496 0 157 157 with Sidelites, U-value 0.23 PCH Garage: Door-JTD, U-value 0.15 18� 149 0 68 68 Attic Access: Door-Wood door to attic with 1"XPS 11.6 127 0 58 58 insulation attached, U-value 0.2 R-11 Blanket-8: Wall-Basement, Custom, JTD 8' below 1523.3, 5,998 0 153 153 grade, U-value 0.061, above grade U-value 0.086 R-11 Blanket-0: Wall-Basement, Custom, JTD 0' below 114.9 593 0 62 62 grade.for doors, U-value 0:086, above grade U-value 0.086 R-20 Batt+XPS:Wall-Frame, Custom, JTD R-15 batts+ 2282.6 7,671 0 731 731 1" Rigid Foam continuous, U-value 0.056 R-15 Batt: Part-Frame, Custom, JTD, U-value 0.084 .284.5 1,315 0 598 . 598 R-15 Batt at gar: Part-Frame, Custom, JTD grade I at 59 256 0 116 116 garage, U-value 0.079 R-18 Gable:Wall-Frame, Custom, JTD 2"SPF+ 1" Rigid 337 1,173 0 113 113 Foam continuous, U-value 0.058 R-15 Batt: Wall-Frame, Custom, JTD, U-value 0.084 56.9 287 0 61 . 61 16A-30: Roof/Ceiling-Under Attic with Insulation on Attic 162.2 311 0 328 328 Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material, Any Roof Color, R-30 insulation, U-value 0.032 16A-30: Partition Roof/Ceiling (STD=25, WTD=55)-Under 7.7 14 0 6 6 Attic with Insulation on Attic Floor(also use for Knee Walls and Partition Ceilings), Unvented Attic, No Radiant Barrier,Any Roofing Material,Any Roof Color, R-30 insulation, U-value 0.032 SPF R-39-ad: Roof/Ceiling-Roof Joists Between Roof 1479.1 3,107 0 931 931 Deck and Ceiling or Foam Encapsulated Roof Joists, Custom, JTD, dark asphalt, U-value 0.035 R-0 BSMT: Floor-Basement, Custom, JTD, U-value 0.2 1406 16,872 0 0 0 R-30 cantilever: Partition Floor(STD=25, WTD=55)-Over 18.3 42 0 19 19 open crawl space or garage, Custom, JTD R-30 batt insul in floor cantilevers,_U--_value 0.042 Subtotals for structure: 46,047 0 12,813 12,813 People: 5 1,000 1,150 2,150 Equipment: 806 7,566 8,372 Lighting: 1400 4,774 4,774 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 175, Summer CFM: 0 11,513 0 0 0 Ventilation: Winter CFM: 113, Summer CFM: 113 1,855 2,302 247 2,549 Blower Heat Gain, 249 watts: 0 0 850 850 AED Excursion: 0 0 588 588 Thursday, September 01, 2022, 10:14 AM ` ` ` Thursday, 01. 2022. 10L14AK4 "ft Yi*-P�Ofi4diaf NVA63— I'�'�.".-.,�a,�"l-�'t�'�'4i"-��,�'�-�,�,"�,,,��,.,-g!#0A0 vno� i0oo 04",- :Home EnergyComglince RaterszZernth Tacker Land M,ov25. Bro6k te I'Ma'nual-SPerfdrM6nce-Data'.-'�S.3�s mj,"71 Main- Cooling: Outdoor Dry Bulb: 85 Sensible Gain: 27,988 Outdoor Wet Bulb: 71 Latent Gain: 4,108 Indoor Dry Bulb: 75 Total Gain: 32,096 lndoorRH: 50 Load S HR: 0.87 Supply Airflow: 1,262 Entering Dry Bulb: 75.7 Entering Wet Bulb: 63.3 Heating: Outdoor Dry Bulb: 10" Sensible Loss: 59,415 Indoor Dry Bulb: 70- Entering Dry Bulb:, 67.7 Indoor RH: 30 - Supply Airflow: 748 'guipm e-,4ni.-.,PerfoirTiiin64,,t)6t at'Sy D 66 66ig This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type: Standard Air Conditioner, Outdoor Model: MLI 4XC1-036-230B**, Indoor Model: CH35-30B+TDR+TXV AHRI Reference Number: 9143255Nominal Capacity:'34,800,;Manuf6ctur6e:'LENNOX' d Inter 4 ata, QB t EDB ijd F Capacity EW6 AVF16%4, �-QDB. 'Input Sensible U 92 32936 35 800 1.9, 0.78 27924 0. 1345 -37000 1.9' 0.81' 29970 0.97 35890 --------- 67 116 37600 1.9: 0.62: 23312 0.75: 28200 1345 39000 1.R 0.64 24960 0.79, 30810 Interpolation Results: Percent Load of Sensible Capacity: 29,460 27,988 105% Latent Capacity: 7,144 4,108 174% Total Capacity: 36,605 32,096 114% Power Input: 1.90 Heating: Model Type: Propane Furnace, Model: EL195UH070XE36B-*, Nominal Capacity: 63,000, Manufacturer: LENNOX INDUSTRIES, INC. Results: Percent Load of Load Heating Capacity: 63,000 59,415 106% Thursday, September 01, 2022, 10:14 AM IdO r C voi; a I a 'Tasker;Lan '-em Home Energy ilail gy CFM Lot.25` NY: J`Sy stem '1 'Room Load 80mmaT, I un.q- "Room cl Name. X A P, ---Zone I 1 Basement 1,406 25,545 332 0-0 0 821 0 38, ,-, 332 2 Dining .286 2,848 37 1-6 738 3,094 01 145 145 Room/Foyer 3 Kitchen/Family 747 7,161 93 2-8 518 7,724 1,206 362 362 Room 4 Pantry 44 931 12 0-0 0 150-- 0-- 7 12 5 Powder Room �35 941 12, 1-4 140 110 0 .. 5, 12 6 Bedroom 4 - 212, 2,531 '33 1-8--. 494 3,684 200 172 11.72 7 Bathroom First 48 667 9 1-4 106 198 0 9 -9 Floor Zone 1 subtotal 2,779 40,624 528 15,781 1,406 739 739 ---Zone 2--- 8 Master Bedroom 207 2,589 34 2-6 593 4,972 400 233 233 9 Master Closet 75 1,794 23 1-4 267 411 0 19 23 10 Bedroom 2 216 2,520 33 1-6 662 2,776 0 130 130 11 Bedroom 3 213 2,611 34 1-6 420 1,759 0 82 82 12 Hall/Linen/Upper 297 3,994 52 1-6 610 2,558 0 120 120 Foyer 13 Family Bath 56 432 6 1-4 64 58 0 3 6 14 Master Bath 121 2,107 27 1-4 314 394 0 18 27 15 Laundry 46 889 12 1-4 355 661 0 31 31 Zone 2 subtotal 16,936 220 13,589 400 636 636 Ventilation 1,855 247 2,302 Blower Power 850 System 1 total 4,010 59,415 748 27,988 4,108 1,262 1,262 System 1 Main Trunk Size: 16x16 in. Velocity: 710 ft./min Loss per 100 ft.: 0.046 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+ Excursion"method. Total-- CLatent- Tons k Slit: µBt W,,,,'-Bt h Net Required: 2.67 87%113% 27,988 4,108 32,096 Recommended: 2.92 80%/20% 27,988 6,997 34,985 Actual: 2.90 77%/23% 26,796 8,004 34,800 Heating System Cooling System Type: Propane Furnace Standard Air Conditioner Model: EL195UH070XE36B-* ML14XC1-036-230B** Indoor Model: CH35-30B+TDR+TXV Brand: ELITE 90 MERIT ML14XCI SERIES Description: Natural Gas or Propane Furnace Efficiency: 95AFUE 15.1 SEER Sound: 0 0 Capacity: 63,000 Btuh 34,800 Btuh Thursday, September 01, 2022, 10:14 AM Rhvaa Re�idenUal Light Go`mmercial,HVAC 4 Dads . Q Elite Software Develppment,Inc:; Home Energy Compliance Raters Zenith=Tastier lane '4FNt Lot 25` Brookhaven N1!'.1.1719° h Pa a 1D' System 2.Room Load`Suffiiha cont'd i. ,i 'sr,:.. ::;4'^ y���7 a".rf"i "`'FT MA'AM •;t,.�.' 'G: ?"n:;�"...p.,,^. ,r �'1ca�:'$w%w 'm..k,-,..., z"4';.. .'r .�y. �G. =YA^f�. °ra` i^ Pl9 °Mv .,n:', a.�� h: ,46`1 -� -Y._M.-r �'Yam. km : :"k"�a, n9Fs' : Ffia.,4 ' F..S .r.. - .�.„-R. '.,,, aM '''i.'�..,.rc•..:,, E ,ui`."ment4'Aata �. : ; ..�. *rx :,.> .�`. = �., �.�.�_ ,��� � Adjusted Capacity: n/a 36,605 Btuh 'Sensible Capacity: n/a 26,796 Btuh Adjusted Sensible Capacity: n/a 29,461 Btuh Latent Capacity: n/a 8,004 Btuh Adjusted Latent Capacity: n/a 7,144 Btuh AHRI Reference No.: n/a 9143255 This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment siiing data: SODB: 83F, SOWS: 71 F,WODB: 10F, SIDE: 75F, SIRH: 50%, WIDB: 70F, Sen. gain: 27,988 Btuh, Lat. gain: 4,108 Btuh, Sen. loss: 59,415 Btuh, Entering clg. coil DB: 75.7F, Entering'clg: coil WB: 63.3F, Entering htg. coil DB: 67.7E, Clg. coil TD: 20F, Htg. coil TD: 70F, Req..clg. airflow: 1262 CFM, Req. htg: airflow: 748 CFM Thursday, September 01, 2022, 10:14 AM Residential Plans ExaminerReview F• Form ACCP.® RIPER 1.01 • - • (Loads, 8 Mar 10 County, Town, Municipality, Jurisdiction Header Information Contractor REQUIRED ATTACHMENTS' ATTACHED Manual J1 Form(and supporting worksheets): Yes❑ No Q Mechanical License# or MJ1AE Formz(and supporting worksheets): Yes❑ No QX OEM performance data(heating,cooling,blower): Yes❑ No 0 Building Plan# Manual D Friction Rate Worksheet: Yes❑ No N Duct distribution system sketch: Yes❑ No X Home Address(Street or Lot#,Block, Subdivision) HVAC LOAD CALCULATION (IRC M1401 .3) Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature 1Q OF Orientation(Front door faces) ,Southwest Indoor temperature _ 0 OF North,East,West, South,Northeast,Northwest,Southeast,Southwest 59415 Number of bedrooms 4 BtU/h Total heat loss Conditioned floor area 4010 Sq Ft Summer Design Conditions Outdoor temperature 83 OF Number of occupants Indoor temperature 75 OF Windows Roof Grains difference 3Q A Gr @ 5() % Rh Eave overhang depth 1 Ft Sensible heat gain 27983 Btu/h Internal shade Drapes Eave Latent heat gain 4108 Btu/h Blinds,drapes,etc Depth Window Total heat gain 32096 Btu/h Number of skylights EQUIPMENT • 4• Heating Equipment Data Cooling Equipment Data Blower Data Equipment type Furnace Equipment type Standard Air Conditioner 2r) Furnace,Heat pump,Boiler,etc. Air Conditioner,Heat pump,etc Heating CFM 1 /�7�CFM Model EL195UH070XE36B-* Model ML14XC1-036-23OB** Cooling CFM CFM Heating output capacity 63000 Btu/h Sensible cooling capacity 29460 Btu/h Heat pumps-capacity at winter design outdoor conditions Latent cooling capacity 7144 BtU/h Auxiliary heat output capacity Btu/h Total cooling capacity 36605 Btu/h :HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601.1) Design airflow CFM Longest supply duct: Ft Duct Materials Used(circle) Trunk Duct: Duct board,Flex,Sheet metal, External Static Pressure(ESP) IWC Longest return duct: Ft Lined sheet metal, Other (specify) Component Pressure Losses(CPL) IWC Total Effective Length(TEL) Ft Branch Duct: Duct board,Flex,Sheet metal, Available Static Pressure(ASP) IWC Friction Rate: IWC Lined sheet metal, Other(specify) ASP=ESP-CPL Friction Rate=(ASP X 100)-TEL declare the loadcalculation, equipmentselection, • duct systerndesigne •• • performedbased on building above, I understand the claims made on these forms will be Subject to review and verification. Contractor's Printed Name Date Contractor's Signature Reserved for use by County, Town, Municipality, or Authority having jurisdiction. 'The AHJ shall have the discretion to accept Required Attachments printed from approved ACCA software vendors,see list on page 2 of instructions. Y If abridged version of Manual J is used for load calculation,then verify residence meets requirements,see Abridged Edition Checklist on page 13 of instructions. Form generated by ACCA-approved Manual J Eighth Edition Version 2 Elite Software Rhvac program. Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.blg •P f io'id' 'c��ln o�mat lip ro ert /Buy e P. Y Building Name New Home 1000-33-4-37 Owners Name Tatsis Stelios Property Address xx Tasker Lane City, St, Zip Southold, NY 11944 Phone Number Builder's Name Ocean CH, Inc. Phone Number 631-767-9933 Email Address rfis641100@yahoo.com Plan/Model Name Zenith_2-R-F Community/Development Eastern Shores at Greenport Identifier/Other 451-ad -O-r—g-anization inforl>iation - I v _ - - Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineenng.com Ratin' .RESNET::Infol`mation' :. Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Jerry DAmaro Rater's ID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2022-09-01 Rating Type Projected Rating Reason for Rating New Home Rating Number 2022_013 Rating Permit Date 12/01/2022 REM/Rate-Residential Energy Analysis and:Rating,Software v16:0.4 This information does not.constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. r Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry D'Amaro' Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.big 1'er a l`Gen . K. Area of Conditioned. Space(sq ft) 3908 Volume of Conditioned. Space 44145 Year Built 2022 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Conditioned basement Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type N/A Number of Stories Including Conditioned Basement 3 Thermal Boundary Location N/A ° mation' Foundation-,WatlInfo r Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) main R-11 Paramount Cond->ambient/gn' 143.67 9.00 8.00 1.00 0.053 0.086 to garage R-11 Paramount Cond->garage/gmd 25.00 9.00 8.00 1.00 0.053 0.086 *Uo Value Combo combines wall, airfilm, and soil path oun; i � - - - ej F d onWell�Li �a �List�at b Foundation Wall: R-I I Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REWRate-Residential:Energy Analysis and,Rating Software v16:0:4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 2 of 14 , ` Building Summary NN� � ��@�k�� NN0N0NN��°� �`� �� Property Organization HERS TatdsStebos D4maroEngineahng Projected Rating xx7asherLane 631'878'7808 ' 2022'09'01 Southoid, NY11g44 JenyDAmano RatngNo:%U2%_013 Rater|D:2614397 Weather:Riverhead, NY Builder New Home 10OU'33�-37 Ocean CH, Inc. 2022_013uoTasherLa'P'[['big ry bra oun on Ins top D'OOfl from top ofwait Ins bottom O.U0ft below grade Note JD, Blanket Wait ' jo Name Library Entry Aea(sq ft) Depth Below Full Exposed On-Grade ' Grade(ft) Pehmeter(ft) Perimeter(t) Pedmeter(ft) main R,OPanamount 1406 8'00 169 169 O Stab Floor: R-0 Paramount Stab Covering None Perimeter Insulation (R-Vatue) O'O . Perimeter Insulation Depth (ft) D'O Under-Stab Insulation (117Value) 0.0 Under-Stab Insulation Width (t) 0.0 Stab Insulation Grade 1 Radiant Stab No Note JD Name Library Entry Location Area(sq ft) Uo Value Floor: R30,FG1,X-16 Information From Quick Fill Screen [ontinous Insulation R4alu 0.0 Cavity Insulation R-Va6ue ]D'D Cavity Insulation Thickness(in.) 9'3 Cavity Insulation Grade 1 Joist Size(w x h, in) _ 1.5o9'3 Joist Spacing(in oc) 18'0 Framing Factor' (defauVd 0.1300 REWVRate^Residential Energ,.Analyms.and Rating-Softwanmv16 M.4 This information does not constitute any warranty of energy costs orsavings. 01985'2020NORESCO, Boulder, Colorado. Page 3of14 Building Summary ' Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating. xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry D'Amaro Rating No:2022 013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022013 xx Tasker La.P.CC.blg F" rame��Fl or Li�•ra� -�List.• , rY Floor Covering HARDWOOD Note JTD Rim:and Band"Josf•Information777 Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation.'. Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond -> 142.00 5.0 13.0 2.0 16.0 1 0.056 ambient FF to garage Cond -> garage 17.00 0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond -> 82.00 5.0 13.0 2.0 1,6.0 1 . 0.056 ambient 2F to attic Cond ->attic 8.00 0.0 13.0 2.0 16.0 1 0.078 - --��- -a-- - �--� --� --- --- -�---- Above-Grade,.Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value main R-20 Batt+Rigid Cond -> ambient Medium 2556.00 0.054 to garage R15,FG1,4.16 Cond -> garage Medium 307.00 0.079 attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 336.00 0.658 to attic R15,FG1,4-16 Cond > attic Medium 95.00 0.079 i"",7++-„;•-^7•-•--.-;r,. ,w.7`-'•--s.'^- --^m.,^^,..�...r-"""r.-, .a':.5 .rr,;:%'•,. +;-;r-,•"-•;^-^^,..-.-^�..-r^-„-at^+.w fr,,...i.t, .,t' -•,£,. ll' i Ab r ,Lis ove-Grade>Wa 1. b a t Above-Grade Wall: R-20 Batt+Rigid Information From Quick Fill Screen Wall Construction Type Standard Wood frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JD,Batt+Rigid Foam Above-Grade Wall: R15,FG1,4-16 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 4 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating . xx Tasker Lane 631-878-7808 2022-09-01- Southold, NY 11944 Jerry DAmaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.blg e. i•ade ra Wall.Lb List.. - Atio� G ry, Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (W'x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note JTD Above-Grade Wall: R-18 SPF+Rigid Information From Quick,Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 13.0 Frame Cavity Insulation Thickness(in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 . Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam WindOWF•In brmatJ Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sgft) (ft) (ft) (ft) Shading Shading Shading Shading W-1 AGWall1 Southwes 0.300 0.300 45.00 1.0 12.0 17.0 0.85 0.70 None None W-2 AGWall 1 Southwes 0.300 0.300 45.00 1.0 • 1.0 6.0 0.85 0.70 None None W-3 AGWall1 Southeasi 0.300 0.300 6.00 0.5 12.0 15.0 0.85 0.70 None None W-4 AGWall1 Northeasi 0.300 0.300 30.00 1.0 1.3 6.5 0.85 0.70 None None D-5 AGWall1 Northeasi 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None None D-6 AGWall1 Northeasi 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None None REWRate-Residential Energy Analysis and Rating,Software v.16.0:4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 5 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022_013 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.blg Wi ndow"Ihformation. Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer . .Winter Summer Assignment (sgft): (ft) (ft) (ft) Shading Shading;, Shading Shading W-7 AGWall 1 Northeasi 0.300 0.300 9.00• 1.0 1.3 4.3 0.85 0.70 None None W-8 AGWall1 Southwes 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall1 Southwes 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 Southwes 0.300 0.300 23.30 1.0 1.8 5.7 0.85 0.70 None None W-11 AGWall1 Southwes 0.300 0.300 6.00 1.0 0.7 3.7 0.85 0.70 None None W-12 AGWall1 Southeasi 0.300 0.300 6:00 1.0 3.0 6.0 0.85 0.70 None .None W-13 AGWall1 Northeast 0.300 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 Northeast 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall1 Northeasl 0.300 0.300 16.00 1.0 6.0 1.0.0 0.85 0.70 None None W-16 FndWaU I Southeaei 0.300 0.300 9.50 0.0 0.0 0.0 0.85 0.70 Most Most W-17 FndWall1 Northeast 0.300 0.300 9.50 0.0 0.0 0.0 0.85 0.70 Most Most W-18 FndWaU 1 Northeasi 0.306 0.300 9.50 0.0 0.0 0.0 0.85 0.70 Most Most Doi or Infor a ion - _ .. < • - mt - Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWalt 1 34.0 0.189 4.3 No to garage PCH Garage AGWati 2 18.0 0.132 6.7 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No side Fiberglass U-0.17 JD AGWall 1 18.0 0.147 5.9 No Attic Access Attic Access AGWalt 4 11.5 0.168 5.0 No Roof'Information• _ _ Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main' R-39 SPF SA 1231.00 1479.00 _Medium No Sealed 0.035 No No Attic 1st sty R30,FG1,10-1E 193.00 193.00 Medium No Vaulted 0:036 No No 'Roof;Libra '.List' -r ,, x ; :,=••.••�;.,V ��:-. Ceiling: R-39 SPF•SA REM/Rate-Residential Energy Analysis and Rating,Software.v16:0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 14 ` ' Building Summary Property Organization HERS TatsisStelios D4marmEngineering Projected Rating xu7askerLane 831'878'7800 2022'09'01 Southold, NY 11944 JerryDAmann Rating No/2022_013 ' Rater|D:2G143Q7 Weather:Riverhead, NY Builder , New Home 1000 33'4-]7 Ocean[H, Inc. 3023J013xxTaskerLa'P.[['big Information From Quick Fill Screen . [ontinous|nuulatimn (R'Vaiue) O'O Cavity Insulation (B-Vaiue) 39'0 Cavity Insulation Thickness(in) 6'0 ' Cavity Insulation Grade 1 _ Gypsum Thickness (in) 0.500 Insulated Framing Size(wxh, in) 1'5x7'3 Insulated Framing Spacing (ino'c') 16'0 Framing Factor' (default) .� 0J413 Ceiling Type Seated Attic Note uo Ceiling: R30^FG1,10~16*C ' Information From Quick Fill Screen [onbnoun Insulation (R-Vaiue), 0'0 Cavity Insulation (B-Value) ]D'O Cavity Insulation Thickness(in) 9.3 Cavity Insulation Grade 1 Gypsum Thickness(in) 0'500 Insulated Framing Size(wuh, in) 1'5x9.3 Insulated Framing Spacing (in o'c') 16.0 Framing Gactor' (default) 0J413 Ceiling Type ` Vaulted Note ` ` ` REWRate-Residential,Energy Analysis and Rating Software v1&��4 This information does not constitute any warranty-of energy costs or savings' 0 1985-3020 NORESCO, Boulder, Coiotado' Page 7of 14 ' Building � N N ~ N �� -�� Summary @���� � 0�� NN0��~_~ ~ �� Property Organization HERS . TatsisStelios DAmamEngineering Projected Rating xuTasherLane 631'878'7808 2032'09'01 Southold, NY11944 JerryDAmmrm RatinQNo:2022-013 Rater|D:2614]97 Weather:Riverhead, NY Builder ' New Home 1000 33-4-37 Ocean[H' Inc. 2022_813umTaskerLa'P'[C'big ni Number of Mechanical Systems 3 HewtingSetPont(F) 68'0 Heating Setback Thermostat Present [ooUngSetPoint(F) 78'0 Cooling Setup Thermostat Present DHVVSetAoint(F) 125'0 ' . SyutemType Fuei-fned air distribution RueiType Natural gas Rated Output Capacity(kBtuh) 64'0 Seasonal Equipment Efficiency 96'1 AFUE Auxiliary Electric 426 kWhh« Note Lennox EL196UHO7OXE380,JTD,AHR|2O18^9SJO Number UfUnits 1 Location Seated Attic . Performance Adjustment lOO Percent Load Served 100 ' . Water Heater Type Conventional FueiType Natural gas Energy Factor 0'72 Recovery Efficiency 0'81 Water Tank Size(gallons) 50 Extra Tank Insulation (;-Value) O'O Note A0 Smith Pnobne%EGP\T-5OZOO Number OfUnits 1 Location Conditioned area Performance Adjustment iOO Percent Load Served 100 REWRate-Nesdmmtial Energy Analysis and�Rating Suftvwan�,0,6�0,4 This information does not constitute any warranty of energy costs or savings. 01985'2080 NORESCQ, Boulder, Colorado. Page Gof14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry D'Amaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.blg Mechanical Equipment = r; - System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 `DHW.�Efficiencies� All bath faucets Et showers<=2gpm false All DHW pipes fully insulated >=R-3 false Recirculation type None(standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 54.87 peRatio 0.69 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.95 ewaste 24.44 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 9 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022;013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022 013 xx Tasker La.P.CC.blg Duct-5: st ms; Y. Name main Conditioned Floor Area(sq ft) 3908.0 #of Returns 2 Heating System Gas Furn,64k,96.1%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 791.4 Return Duct Surface Area(sq ft) 293.1 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Return Sealed Attic 80.0 4.2 Conditioned space 20.0 0.0 Test Exemptions I ECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Ft Return 10.00 CFM C 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate-Residential Energy Analysis and:Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©-1985-2020 NORESCO, Boulder;Colorado. Page 10 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 . Southold, NY 11944 Jerry DAmaro Rating No:2022_013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.big Infiltration and;;Mechancal:,Ventilation -' Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 110 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 85.00 ECM Fan Motor true Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-Residential,Energy Analysis,and Rating Software.v16:0.4 This information does not constitute any warranty of energy costs or:savings. 01985-2020 NORESCO, Boulder, Colorado. Page 11 of 14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected;Rating xx Tasker Lane 631-878-7808 2022-09-01- Southold, NY 11944 Jerry DAmaro Rating No:2022 013 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_O13 xx Tasker La.P.CC.blg Li� hts'and A" dances. �. a 1 Rating/RESNET audit Ceiling Fan CFM/Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Natural gas Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Natural gas Location Conditioned Moisture Sensing Yes CEF 2.32 Clothes Washer Location Conditioned LER(kWh/yr) 704 IMEF 0.331 Capacity(CU.Ft) 2.874 Electricity Rate 0.08 Gas Rate 0.58 Annual Gas Cost 23.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 100.0 Garage LEDs% 100.0 REW..Rate-Residential Energy Analysis and Rating Software.06 VA This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 12 of 14 ` . ' Building �� ° N =N ° Summary 0N� ���0���� NN0NNNN��°�' °�� �� Property Organization HERS TatsisStebos [AmmanoEngineerinB Projected Rating oo7asherLane 631'878'7808 2022'09'01 Southold, NY11944 JorryD%mano Ra[ngNo:%U%I_O13 ' RaterID:2614397 Weather:Riverhead, NY Builder New Home 10OO'33'4-37 Ocean CH, Inc. %O22J13xuTasker La.P'CC.big ` � |E[[Requraments Vehfied|EC[U6 false Verified |E[CO9 false Verified |E[C 13 false . Verified |EC[ 1S `' false Verified |E[[ 1Q false ` Verified NY'ECC[3O2O true ' - Verified |ECCWU false Verified |EC[NC2O18 false . EPA Requirements Rater certifies that the home complies with the following requirements for: None ' ENERGY STAR Version 3Appliances Amount ' Refrigerators D . Ceiling Fans O � Exhaust Fans O Dishwashers 1 ' ENERGY STAR MuLti-Family Checks Clothes washer isina category with no ENERGY STAR options. N4 Clothes dryer isina category with no ENERGY STAR options. NA Apt orTovmnhomauses'[lan AW Windows' N4 ENERGY STAR Version 3Basements Basement Wall Area 50%Below Grad: true Basement Floor Area . 1406.00 J Stab Insulation Exemption: false Indoor air9&o Verification Checklist false ERA Field App0 REAWRate`-0esidentialEnergy Analysis-and,Rating Software v18,0.4 This information does not constitute any warranty of energy costs orsavings. 019M5'2O2ONORES0D, Boulder, Colorado. Page 13of14 Building Summary Property Organization HERS Tatsis Stelios DAmaro Engineering Projected Rating xx Tasker Lane 631-878-7808 2022-09-01 Southold, NY 11944 Jerry DAmaro Rating No:2022_013- RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-37 Ocean CH, Inc. 2022_013 xx Tasker La.P.CC.big 4: G _ 3. ;E o Z_ ad:Re .H e �..DOE= 'ero ner Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. .tl a' ;f y3,', d '7 Active"Sotar� � ?'3,F° w- �.,':�" dam,., System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate-:Residential Energy Analysisend Rating Software,vl-6.0.4 This information does not constitute any warranty of energy costs or savings. m 1985-2020 NORESCO, Boulder, Colorado. Page 14 of 14 _FIELD INSPECTION REPORT I DATE COMMENTS t� FOUNDATION (1ST) ------------------------------------- C FOUNDATION (2ND) z V H ROUGH FRAMING& 0 W PLUMBING UkIQ1 o r INSULATION PER N. Y. STATE ENERGY CODE Zq i 3 tora aw�r _ - fi FINAL L w ,\ S c. • 6 VVO fi h &6 1-f . o �.. _1 ADDITIONAL COTAMENTS oVoI G �a-�S'�a-3 �(.-��►'� ��a-S- �-e C� l v�37 � �f 5' �v ,b��in � .�1�� pd 5-a-A3 ►�c, I�Yy l u co Ll• p,Y o per `v — � H O � x =�O�g�fFOL,Y�oG�� TOWN OF SOUTHOLD—BUILDING DEPARTMENT H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 hiips://www.southoldtowmy.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only - PERMIT NO. to a10 Building Inspector: 4 SEP 0 12022 Applications and forms must be filled out in their entirety.incomplete applications'will not be accepted.-.Where the Applicant is not-tM owner,'an BUILDING DEPi. Owner's Authorization form(Page 2j shall be completed. TOVUN OF SrU EZiC�;_t3 Date: 7 I I-L2. OWNER(S)OF PROPERTY: ; Name: _,e_24 SCTM# 1000JA - Project Address: Phone#: v �), !-_I- Email:.. Mailing Address: ' CONTACT PERSON: Name: Mailing Address: Phone ff q, Email: DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: _ a Q._ S..G_.�` .._Q_�__YA Phone#• Email: CONTRACTOR`1 N FORMATIO W, Name: Mailing Address:. 7�� :5 fly, &6-n- jwjeo—�-11 Phone#: 'Ji p 3 Email: DESCRIPTION OF PROPOSED-CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other A/60 1-�uY J Will the lot be re-graded? ❑Yes GAlo Will excess fill'be removed from premises? ❑Yes L�flo 1 PROPERTY INFORMATION:. f Existing use of property: Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ❑No IF YES, PROVIDE A COPY. ❑ Check•Box After Reading:;,The owner/contractor/design professional is responsible for all drainage and stoim water issues as providedby Chapter 236 of the Town.Code. APPLICATION IS HEREBY MADE to the Building Department-for the issuance of,Building Permit'pursuant to,the Building Zone_ . Ordinance of the sown of Southold,.Suffolk,County,New,York,-and"other applicable Laws,ordinances or Regulations;for the construction of buildings, additions,alterations,or for removal or demolition as herein described.The applicant agrees to comply with all"applicable iaws,ordinances,building code,' housing code and regulations and to admit authorized inspectors,on premises and in building(s)for necessary,inspections.False statements made herein ire,' punishable as a Class A misdemeanor pursuant to section-210.45 of the Newyork State.Penal Law. ` Application Submitted By( r' ,s thori ed Agent &ner Signature ofApplica _�M_._..._� Date __. �.ult� •__.�_ _ STATE OF NEW YORK) SS: COUNTY OF SURO(L ) being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named', (S)he is the CU)YYe i (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 5} day of 200� NotaIrAReWi 1L.WWYER NOTARY PUBLIC,STATE OF NEW YORK NO-01DW6306900 + QUALIFIEMN SUFFOLK COUNTY PROPERTY OWN ER AUTHORIZATIOMMMISSIONEXPIRESJUNE:30,aD r'v (Where the applicant is not the owner) I, residing at 7 4J Jr2 a�e+�}f'G do hereby authorize to apply on my behalf to the Town of Southold Building Departme or approval a scribed herein. Owner's Signature _ Date Print Owner's Name 2 ty'OSUfF01�-c: BUILDING DEPARTMENT-Electrical Inspector rj ��• OG..xa TOWN OF SOUTHOLD IJ o a Town Hall Annex- 54375 Main Road - PO Box 11.79 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ro err southoldtownn ov-- seand southoldtownn ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (AII Information Required) Date' 2 Company Name: Puccio Electric Contracting, Inc. ' Electrician's Name: Mark Puccio License No.: 4806-ME Elec..email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 01 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Informat' n Required) Name: (JAA-pA Address: 'SZ_.. vbr" Cross Street: Phone No.: ''` . BIdg.Permit#: email: �' a rt coo L . Tax Map District: 1000 Section: A2 Block: Lot: BRIEF DE.SCRIPT[QNI.O W_. RK, IN LUDE SQU Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?: YES F-, NO 0 Rough In Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (All information required) � Service Size Ph❑3 Ph Size: 40D _A #Meters_ Old Meter# ew Service0 Fire ReconnectE]Flood ReconnectOService ReconnectOUnderground[26verhead # Underground Laterals 1 R2 H Frame Pole Work done on Service? Y FIN Additional Information:Wm /�S-oc&-f)TJO -Pr� ; e, cc� in PAYMENT DUE WITH APPLICATIOHI add I DI� Ili; i� i� Zvi I� � '�S APR 2 8 2023 Pei 0-X dU1LU11vv iJtP1. 7� f �®�ufFot o� BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD o � Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 4,- ®�y� Telephone (631)765-1802 Temporary Certificate # � 7 Date �— 2023 Customer Name E 460 Electrician Name L Address �j5p ji�r �h -��� or-1— Phone (0_�) e-maily-+)--s(04) • e-mail ; [Phone __760_ 019 3 3 License# q 48 01-0_Y E Size ol E)O A Phase Overhead�_Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood-Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above. Authorized by ------------------------------------------ N7 o�ogUFFD ,��® BUILDING.DEPARTIVIfAIT- Electrical,Inspector TOWN OP SOUTHOLD Town Hall Annex - 54375\,,lain Road - PO Box 1179 •'. � - �- Southold, New N rk 119.71-0959 b�'. Telephone (631) 765-180'2 - FAX (631) 765-9502 rogerr(c�southoldtownny.gov - i:eand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: ' . Company Name: Puccio Electric Contracting, Inc. :. Electrician's Name: Mark Puccio License No.: 4806-ME Elec. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 1 request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Informat' n Required) - Name: �. k ji-na`j ruv- a � ,-o z, p///yyyyps¢y� Address: Cross Street: Phone No.. °` ,'' . �I C1 ~-' Bldg.Permit#: ;.. r , email: Tax Map District: 1000 Section: �2a Block: Lot: 9 r BRIEF DESCRIPTION-01' WORK, INCLUDE SQUARE ^^T" "^ "" Print Clearly): q Square Footage: �-9-77 Circle All That Apply: � Is job ready for inspection?: F 71 YES F J NO ❑Rough In 0 Final Do you need a Temp Certificate?: I YES NO Issued On Temp Information: (All information required) Service Size®1 PhF-']3 Ph Size: ,;� > A # Meters Old Meter# []New serviceQ Fire Reconnect[]Flood Reconnect ElService ReconnectQUnderground Eldverhead # Underground Laterals 0 1 FJ2 R H Frame 0 Pole Work done on Service? Y N Additional Information: ' , _ y --PAYMENT DUE WITH APPLICATION It iU 1� it ,J� a `�5- C�cl �., APR 2 8 9-02.319j ?ib PERMIT 9 Address: Switches _ I CIA Outlets A {r GFI's Surface _ I Sconces I -7 7 HH's f UC Lts Fans Fridge I HW I� ust Oven 5� W/D okes DW Mini v Carbon Micro Generator Combo `• Cooktop Transfer aC AH i Hood f Service 1 Amps Have Usec )pecial: <2,c� P :omments —G C. I ua R � IuJ � II Iv/ � l. Fidelity National Title Nov 2 9 2022 •" INSURANCE SERVICES,LLC BUILDING DEFT.TOWNOFSOUTHOLD TITLE NO: 7404-015375 District: 1000 Section: 033.00 Block: 04.00 Lot: 037.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership.by Wyandanch Real Estate Corp.and his/her predecessors in title since prior to 4/27/1964 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars�$�25 0.0.0,..!.��and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: November 21, 2022 FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 21 st day of November, 2022 J � .; Notary Public Notaiy Public,No,i$ oso3246 Suffolk County,claw Yong CaMmIsSlan Tres:Aug.20,20 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 i ='ill Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7044-015375 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: S CTM: 1000-03 3.00-04.00-03 7.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/27/1964. SUBJECT PREMISES: 1000-033.00-04.00-037.000 Morgan Guaranty Trust Company, as Executor of Liber 5474 cp 57 the Last Will and Testament of Harrison K. McCann Dated: 12/19/1963 TO Rec'd: 12/27/1963 Eastern Shores Inc (premises and more) Eastern Shores Inc. Liber 6690 cp 01 TO Dated: 01/06/1970 John C. Stathakis and Katy Stathakis, his wife Rec'd: 01/14/1970 John C. Stathakis and Katy Stathakis,his wife Liber 9042 cp 397 TO Dated: 07/09/1981 Stelios Tatsis Rec'd: 07/27/1981 FIDELITY NATIONA TLE INSURANCE SERVICES, LLC Sworn to before me this JEAN VA 21 st day of November, 2022 Notary Public SSANDRA J.GOLESKi Notan®Public,#01G®5037467 Sutiolk County.Now York Commission Expires:Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 0 Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Stelios Tatsis Liber 13178 cp 151 TO Dated: 09/29/2022 Wyandanch Real Estate Corp. Rec'd: 11/16/2022 LAST DEED OF RECORD PREMISES NORTH: 1000-033.00=04.00-036.000 Morgan Guaranty Trust Company, as Executor of Liber 5414 cp 57 the Last Will and Testament of Harrison K. McCann Dated: 12/19/1963 TO Rec'd: 12/27/1963 Eastern Shores Inc (premises and more) Eastern Shores Inc. Liber 6492 cp 378 TO Dated: 01/11/1969 George Dapontes and Jennie Dapontes, his wife Rec'd: 01/20/1969 LAST DEED OF RECORD PREMISES EAST: 1000-033.00604.00-059.000 Samuel.Levine and Edna A. Brown Liber 3650 cp 180 TO Dated: 02/01/1954 Hugh Eugene Drumm and Evelyn A. Drumm, his wife Rec'd: 02/08/1954 Hugh Eugene Drumm AKA Hugh E. Drumm and Liber 12.152 cp 862 Evelyn A. Drumm, husband and wife Dated: 10/24/2001 TO Rec'd: l 1/04/2001 Lou Ann Ruthinoski and Mary Jean Weber (premises and more) Subject to a Life Estate for Hugh Eugene Drumm AKA Hugh E. Drumm and Evelyn A. Drumm. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAKOVA 21 st da of November, 2022 Not Public GOLESKl ' Notary Public,001-05032467 Suffolk County,Now Yolk Commission Expires:Aug.29,Yolk Commission 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631) 727-0606 Fidelity National Title INSURANCE SERVICES,LLC Hugh Eugene Drumm AKA Hugh E. Drumm and Liber 12221 cp 269 Evelyn A. Drumm,husband and wife Dated: 11/11/2002 TO Rec'd: 11/21/2002 Lou Ann Ruthinoski and Mary Jean Weber (premises and more) Correction deed to correct deed in Liber 12152 cp 862,to clarify Life Estate. Lou Ann Ruthinoski and Mary Jean Weber Liber 12341 cp 726 TO Dated: 08/23/2004 Hugh Eugene Drumm AKA Hugh Eugene E. Drumm Rec'd: 09/03/2004 and Evelyn A. Drumm (premises and more) Hugh Eugene Drumm AKA Hugh E. Drumm and Liber 12380 cp 049 Evelyn A. Drumm Dated: 03/21/2005 TO Rec'd: 04/01/2005 John Schopfer and Suzanne C. Rice,his wife (premises and more) LAST DEED OF RECORD PREMISES EAST: 1000-033.00-04.00-058.000 George H.Nugent Liber 4459 cp 301 TO Dated: 05/12/1958 George H. Nugent and Doris K. Nugent, his wife Rec'd: 05/13/1958 George H. Nugent died a resident of Suffolk County on 01/05/1982, Surrogates File No. 83 A 82, Doris K.Nugent, surviving spouse. Doris K. Nugent died a resident of Suffolk County on 02/22/1995, Surrogates File No. 623 P 95. FIDELITY NATIONAL ITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN A 21 st day of November, 2022 -46�Not Public R G®LESKI Y Notary Public,901 G05032467 Suffolk County,New York Commission Expires:Aug.29,20 org 24 Commerce Drive 0 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 ,, Fidelity National Title INSURANCE SERVICES,LLC Mary Smart and Shawn Milonas, as Executors of the Liber 11731 cp 203 Will and Testament of Doris K. Nugent(623 P 95) Dated: 05/12/1995 TO Rec'd: 06/29/1995 Shawn Milonas Shawn Milonas, as specific devisee under the Last Liber 12227 cp 922 Will and Testament of Doris K. Nugent, who died Dated: 12/14/2002 intestate 02/22/1995 (623 P 95) Rec'd: 12/31/2002 TO Warren W. Jackson and Mary A. Jackson, as husband and wife Warren W. Jackson and Mary A. Jackson Liber 12665-cp 91 TO Dated: 06/03/2011 Lloyd Leder Rec'd: 07/11/2011 LAST DEED OF RECORD PREMISES SOUTH: 1000-033.00-04.00-038.000 Morgan Guaranty Trust Company, as Executor of Liber 5474 cp 57 the Last Will and Testament of Harrison K. McCann Dated: 12/19/1963 TO Rec'd: 12/27/1963 Eastern Shores Inc (premises and more) Eastern Shores Inc. Liber 6821 cp 508 TO Dated: 10/09/1970 Frank Sturm Rec'd: 10/13/1970 (premises and more) Frank Sturm died a resident of Suffolk County on 12/22/1975, Surrogates File No. 51 P 1976, Margaret Sturm, devisee. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN OU A 21 st day of November, 2022 jot4��--Azm/� Notary Public SANDRAJ.GOLESKI Notary Public,MIG05032467 Sufffalk County,lai®w`sork Commission liras:Aug.29,2® 24 Commerce Drive 0 Riverhead,New A 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Margaret Sturm, as devisee under the Last Will and Liber 8479 cp 388 Testament of Frank Sturm, deceased Dated: 07/25/1978 TO Rec'd: 08/14/1978 George Demellis and Mary Demellis;his wife Find no proof of death for Margaret Sturm in Suffolk Surrogates Court. George Demellis, surviving tenant of George Demellis Liber 11507 cp 443 and Mary Demellis, his wife, deceased Dated: 02/06/1987 TO Rec'd: 07/24/1992 George Demellis and Kostas Demellis, as joint tenants with rights of survivorship George Demellis and Kostas Demellis, as joint tenants Liber 11368 cp 319 with rights of survivorship Dated: 10/07/1991 TO Rec'd: 11/13/1991 Kostas Demellis Kostas Demellis Liber 11773 cp 43 TO Dated: 03/25/1996 Constantinos Karavas and Anastasia Karavas, his wife Rec'd: 05/08/1996 Constantinos Karavas and Anastasia Karavas Liber 11774 cp 757 TO Dated: 05/14/1996 Anastasia Karavas Rec'd: 05/21/1996 Correction deed corrects deed in Liber 11773 cp 43,the intent was for Anastasia Karavas to be sole Grantee. FIDELITY NATIONA TITLE INSURANCE SERVICES, LLC Sworn to before me this JEA D VA 21 st day of November, 2022 Notary Public SANDR ►J GOLESKI NobfY Pu13110,901GO503246e Suffolk County,Novi Yoi k Commission Expires:Aug.29,20 24 Commerce Drive 9 Riverhead,New York 11901 9 (631) 727-0600 • Fax: (631) 727-0606 t i W Fidelity National Title INSURANCE SERVICES,LLC Constantinos Karavas and Anastasia Karavas,his wife Liber 12647 cp 418 TO Dated: 11/30/2010 Dean T. Karavas Rec'd: 01/03/2011 LAST DEED OF RECORD (premises and more) PREMISES WEST: TASKER LANE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN VU A 21 st day of November, 2022 Notary Public 8�.M0RA S.G0LESK1 Not3,y Public,'VOI G05 332487 Suss b1!,t;amnty,Nava Ybrk Commission Epims:Aug.29,20 24 Commerce Drive • Riverhead,New York 11901 • (631) 727-0600 • Fax: (631) 727-0606 SURVEY OF LOT 25 MAP OF EASTERN SHORES AT GREENPORT SITUATE AT SO UTHOLD TOWN OF SO UTHOLD �, SUFFOLK COUNTY, NEW YORK 0� FILED: 0412711964 MAP No. 4021 O?, S.C.T.M. No. 1000 33 04 37 OA .� LOT AREA = 15,000 S.F. EXISTING LOT COVERAGE = OX (/ EXISTING LOT CLEARING = OX NO ACTIVE WELLS WITHIN 150'. NO SURFACE WATER WITHIN 300'. ELEVATIONS PER NAV88 DATUM. U.P. C APPLICANT: m BOB FISHER 03 Cl 1325 LOCUST AVENUE < 0 VACANT LOT 24 BOHEMIA, N.Y. 11716 a + W 3° N 64031'50" E 150.00' RFIS641 100@ YAHOO.COM PROPOSED SANITARY SYSTEM (4 BEDROOMS) I/A OWTS TREATMENT SYSTEM DESIGNED BY OTHERS �4 PROPOSED x A ROOF DRAIN (34.0) ' 8' DIA. X 4' DP. I o PROPOSED WATER SERVICE —— (34.0') PROPOSED ROOF DRAIN CALCULATIONS: w w w 25.7' a w w w w 2,063 S.F X 2/12" X 1.0 = 344 C.F. 344 C.F. / 42.3 = 8.1 V.F. PROPOSED DRIVEWAY GARAGE 5 x W c PROVIDE (2) 8' DIA. X 5' DP. LEACHING POOLS = (4.49) N ��. ;2E w w o o 14 423 C.F. OR EQUIVALENT NOTE: A 1 7 4 5' a z UNSUITABLE SOIL MUST BE REMOVED AND REPLACED a q RIO o tq LOT 25 W N W WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR FRAME 3 WOODED ) AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST PORCH w w 0.9' 7 A o o 5.0 SIX FEET INTO A STRATA OF TYPICAL LONG ISLAND SAND W w o \EXP.) o �' o o w a AND GRAVEL. 5.2 cS O q CO V1 0 3.7' � � q wW d �. Ch w ✓� � GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES L.P. S.T. EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. C.O. X--' THE OFFSET DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES 44 ARE FOR S,=EclF!C PURPOSE AND USF_, T,HFRFFOPE ARE NOT INTENDED TO GUIDE THE TEST HOLE 4 10.7' 5 8' �� t ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ' � 33.0' o U �+ ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT EL.= 31.8 \ ( ) W 3.0' 20•5 \ w W r4 OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ,� Ch 3;j 0' III �/ PROPOSED w Q'i Q' ARE NOT GUARANTEED ( ) "w W w UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY/S A VIOLATION OF " fy W. � ROOF DRAIN � �(� q H SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL 8+ DIA. X 4 DP. U. 6 O NOT BE CONSIDERED A TRUE VALID COPY. W g0 FE. 1.2 N FE. 0.5N �N, 1 C to O CS►� ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS X nJ �J O Z FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM 'r OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT 4' CHAIN LINK FE. EDGE OF CLEARING w Z a BE CERTIFIED. x I Z W S 64031 '50" W 150.00' VACANT LOT 26 GROUND ELEVATION = 31.8' DARK BROWN SANDY LOAM 1' BROWN (_ SM SILTY SAND 3 � Ll SEP G 2022 ; PALE BROWN SP FINE SAND SECCAFICO LAND SURVEYING PC 500 Mon touk High way i r Moriches, New York 11955 Phone: (631) 878-0120 Phone (631) 728-5330 TEST HOLE Oo pseccofico@optonline.net BY MCDONALD GEOSERVICES r DATE: 03/25/2ozz ;l M1 /y, , `: 1 Pat C. Seccafico: PLS Pat T. Seccafico. PLS `' NYS Lic. No. 051040 NYS Lic. No. 049287 NO WATER ENCOUNTERED jJ r copyright — 2022 Seccafico Land Surveying PC DATE: 0910112022 HOUSE CHANGE PROJECT No. 63187 SCALE: 1" = 20' DATE: 0312512022 SURVEY OF LOT 25 MAP OF EASTERN SHORES AT 45,011 , GREENPORT SITUATE AT SO UTHOLD 130 o? .d TOWN OF SOUTHOLD , 0A� •d SUFFOLK COUNTY, NEW YORK FILED: 0412711964 MAP No. 4021 S.C.T.M. No. 1000-33-04-37 LOT AREA = 15,000 S.F. U.P. BUILDING COVERAGE = 2,111 S.F. / 14.1% COVERAGE = 3,097 SY / 20.6i1; EDGE OF CLEARING g LOT CLEARING = 13,020 S.F / 88.8?6 g gg�( g6� LOT 24 NO ACTIVE WELLS WITHIN 150'. w < gp�� NO SURFACE WATER WITHIN 300 . x N 6Fgl'50" E 150.00' g ~ ELEVATIONS PER NAV88 DATUM. GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLEE, UNDERGROUND UTILITIES x EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. WOODED yg gg• �-• $ WOODED g�. THE OFFSET'DIMENSION SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES nJ ARE FOR SPECIFIC PURPOSE AND USE, 7HEREFORE ARE NOT INTENDED TO GUIDE THE R. POOL POOL `3 �d • gg. HEATER FILTER DDT g� �� g�� ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT 34.0 OF WAYS, WERANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN < 26.0 4'DEEP �C' Ilb Ts� N ARE NOT GUARANTEED 32.15 BLOCK EDGE .� O Ty CPT', UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF rjLp O O SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL STONE GARAGE G NOT BE CONSIDERED A TRUE VALID COPY.DRIVEWAY 34.23 �� ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS 34.13 34.12g • FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM AUTO POOL COVER „ OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT 31.91 BLOCK EDGE eE cERnFIED. 0.7' 3OEXfST. WATER SERVICE O off; , w W. F •�'� ' 1 4.5' o W z w o n CQ q LOT 25 e APR 2 4 2024 N O c "� FUJI CEN5 3.7' 0 W � m F F ti .tnw SEPTIC SYSTEM �,• m - 4 � W q 0.0.0.'aaa 500 GALLONS 0 w iri q o �Sl 1 v� g' ' irY» �,_ .• O C ry F N W C L.P. 8 S12' gg. W Q S E C`//V/I�O L < 0 3.7' w 4.8 o C x 3 C.O. rn o SERvrcE w GAS X— •• o FRAME 34.22 e BLOWER "' STOOP -6.17i-IM5' 5.7 0. GAR. 3.4E 0 4 z3.2 , 34.10 i1 ri:os g�• 2. EM 20.9' (`�OUTDR• SLATE 34.07 w FRAME f � 04 9 2 BI J� 4i W.W. SHOWER xgti� � GARAGE �W v O.H.WIRES A N D S WOODED gg. 'r A.C. PROPANE 34.09 o q d < B'DM.x L p 0 9 WOODED m ' SECCAFICO LAND SURVEYING PC I'• 8 DIA.g GAR. 4.0E �+ W g0�' FE. 1.2N 4'DEEP g0. W O FE. 0.5'N 0 6 EDGE OF CLEARING O 500 Montauk High way x 4' cHAnv LINK FE. g�' gtix gp• g�• 5 . I Moriches, New York 11955 S 64031'50" W 150.00' Phone: (631) 878-0120 Phone (631) 728-5330 LOT 26 pseccofico@optonline.net 0211612024: FINAL SURVEY Pat C. Seccafico. PLS Pat T. Seccafico. PLS 0211412023: FOUNDATION LOCATION NYS Lid. No. 051040 NYS Lic. 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DEPARTMENT APPROVAL "' 06�Aef laeaa 8RE PLAN —_V- xsv rwN - - �- PAOE _ w ------`' ______ SP-101.00 SuFFOLK Cotmm DEPARTMENT OF HrrALTH SFF.iiVICES — -�"°x�-'-- _._._._._ -.-'- -._. -------_.__._._._ PERMIT FOR APPROVAL OF CONs LcnoN FORA �'-Q1y}' SMGLE FAMJI.v RESIDENCE ONLY wevr�xo.-..ve*cttl vnLmran Dnt¢IO6/x�/4Y I DATE 7/29192 H S REF.No. R-22.1260 7 A 6 K£R LAND µFDA /p� SEEATTAcHED SPB:M CONUM N, e u APPROVED ./��_ .�< - FOR M/WA11NA OF 4. BEDROOM$ an GRADING PLAN ANDIOR PLOT PLAN. °w°e�ne. .�,w EXPIRES THREE YEARS F M TEOFAPPROVAL - SITE PLAN to°cA.e 9}FOf NE`NyO rcnc r.lo'o• a 51NGLE LINE DIAGRAM W MAIN ELEGTRIGAL ZERO SETTING -- N PAj�EL AT DWELLING NDIGATOR ON �GGATOR GIFF ERUJITION a d�- MAIN BREAKER g sZEF NDICATOR l) oab GIRC7JIT ROM RAM LOG purPur 7 CIRCUIT V � TIMLa AG(DG) INPUT POWER SUPPLY ONE-CHIP MICROCOMPUTER RANGENNIT F e m f— CIRCUIT SELLaOTORS + I ` c �C a' rn PEPILATIDP,60 AMP UDRG,LLIFDK Cy0. EL5071WGAL SERVICE o TO HYDRO-ACTION z FLG CONTROL PANEL Q H"NWtgTION SINSLE LINE DIAGRAM __� seua�aeA aim 1,73 PROJECT:FISCHER m-• •,,, �,�, , � ' SEPTIC a.« —_ m« t, NER LN Ofl6ENPORTNPORT,NY 11944 ae m'm a,er•ro. ��8 WWIND DIPDRAM so>-a w•,vaw .eon SYSTEM DETAILS GFPOLK GQWNTY HEALTH DEPARTMENT APPROVAL ,,,rem,:..•.,�. �m`m"�i uam na><mc�ue PAGE: SP-102.00 xT mw.w,m„muw,w„•e'.u..r+.... ,. m,-�m.n..•aerowu.a�ws eaw..mc:sawm.>•«earw•.ma+ _.��,�..__ _�-� SEE ATTACHMENT(S) .�� „r«.,om«n ..,,,m,.,um.®o,. a�.- wauarsrevanaaca�arm•sv.0 .ED a«aw onmxenaa«e smw •.,• mmu:e.sma+mvaacmewcu,.mmaawu.um..�.��m'me Vn•MmAW mm[�,p.W n¢•o.9 a�wYCrwm+i�. µx¢MriiK x:aiMaautoeo o.ro+Ynm�A.0 Aro.emwm � � � ♦.�omnmz:mmuu.•.mramswmm>.•.m awu.n w.amem .•in m.Y«.n.an mn wmn m 4/««wlomiw�aemralNALL 1CAtMlb P«N 4mllAmiOa«1na.®WVM'I®. 6r,.--'a « � « Im ran mm.rs•••an uacmm�t�r a,a rs�Am msvttrurn '" ,t PROPOSED SEPTIC,SYSTEM DETAIL GLEAN-OUT DETAIL scue,cars aexx,ens On 4 ee®lL.arifeQGt®. vA¢' . _•-,:�••-�`'r'"•"-�' _ 1 µ�•+� ©ItlPPN4k9 Ta or-no 4WT GOMJV^Nm] / rRaM WILOMd Lo14:SR.ir°' � M�r.�rn,��r�M tie. u^r^«.e.^I.A•^W lY"wMu« -.: -�� ���__.•-�v•[�6 _I`.�' ,# AVA�a�al Tw,b,e.LW ismne alflftY aa4'E'tS.t CaWLi'A' GOIe1CM1 L. /f � \ 6 ber,uulL�¢verw�i ��'_ a,10rYwnMMUW.O+MPi�evlr �,, k� �,, t1 aS•i � �-v�' •a- P1Jel€./N e@9 L'A G'r1E S6C NO' s r.-�--+� w-ee...�.� ..ti..re�:^pwy�.w.i"w'eev.a.e..V ?f Ti,`� �-�.`�-„a�,.�±;,;-. ✓ p'._` M�a��ww`r°w"°°`a,a.ma e�=aoiAa..to:wsT.nax .�aa ssc i� � c� 47 roaM��,•rv�,.,+ ...-•.«r •w••=•°' swa.,.n,.. ��«v�ww�..b« S - `/�� ��_'a;.4:.. �p C73 I �•-b'."n'ar.5nrr.�wml v. aar oa ,,, � ry •+ate -°` , r�-`j f l� __ wrew=o zW,;a"` Aa rs"¢ris+iwwrcnncao�cm mlunmcux u�'�+ •.J m rawaa•rwwrmucna.mw: � •� mo �"«`�Y."^:�i.x..n«'�:�i «rsW.:"w .iebb•..'«""°, �.•-. y.•+ �. / �t t � "`�'.'ty J'•.� ��x""`.•,n�r 1'nra. .v�ero�ccarmrroms $�m vw _ �€_� ,r ., `L'r.� - •- y��� � mw er�miww vasn, �,. 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A,w """'="'3°•�w BAtG afr@IAY OTMM ae,en ass )P,r�:. a:i::t�.''.t Cjn r xa �; r�r�arf weeN�r �r«.I/•oi irwNaaw o.ee.s.aavnw ( 6eeN'.6"om. ego otl a€s `.:`-.r t i � J 6w!e Mro e�rife'a U Ww.e�6 ,wku ''F• ✓� r7, 7:!• i�t e/i ))) d�.� - � .��I I r -- ����•�'' I 1 �w�w r�°r�uw�.+4+�.• �.i bM 4�.e« .err. ^M+WMNLOT WsuaC NlGwTa-➢R! - u• - � uu J e I _ ' - t 4 k��MIKe•�b. •I�AMwRY« eieW �T�...aspM ��.e-r"pW�� r SHIQ IFOIKnL%91T.'TL�NO TO aC ��� 1 •july. �5r r�'9 �s�s�. vw MmwA�i°'0+re• ��wx acam"ID 4r Tla rwa¢ YYY •y� va..•�� w.�.r a+v.W,e„rw I "011.+Mr. . re.sr.r.rwr �e,. w,w, aurrkta wrxaa.ankc.km yr ..T1ri1, 010 K�m.ak,., ,. �w:�:Zaanoo«r.or.., :ec.,m l.•..IaoauMr.asa�v. f wre. rrlegwhro w-r,ti rr, r.w«r««M ue,c+wwr ease nwa..•Ttae,o wva rsa J ®a�.'"'�e�aw a.c"`�u.w «�°M�r'S�•«•rro•rn«'D.awrnw,sry�wb K/ I I .'t,U o.rx.rbC' a.NO Ac31',s rcto A.a tccwmae,rKx d ems, w Mr.,w,nrer l«fa r r I rr.tt«mAT I �"���"�°".�K�'«�^r �r„c��M..,,"ra...,v.wgbvhnnnu �ee�naecT.+awT•urm VRBSD.PIJlE A�*a�pr�brxsre rwie°bs'"'sW�tRi me l+�m g� ap�r� vwn* �I I � g `a.�aa�ww.w.w•.�Sm«w,'«r W""'°'y �p��uw' pro»w.oAe�r•amsr a...6� �n'o`��e `ATelce.wRr �qA `m I 4`^9 eevc�a - I 1 a#slpy�yMbe.,NrTb,MU M • RL9 iPML r,M,i A0 1 b ell i�UNM.M,Y��i.Mu.� AM+ur•aT'+wY rnmt-ieal,M"dM (j ! �_z i _GJ uw* �stiu`G kia� •� hyM rx r"r'r..n'�" 1....�z=r.f.-.�.. -.....- +s.,�W rL_r!?'{ _ e,ps.MUM,Ia„rFAM�.r•'�Ir2� � e Le+e WiNM�.rQrR')!Ti\� �� 1 I � aFrJtIWR 1 .94MRtS•'r°'1 9 - AiYrr�e�MMTr"r�+�Ms MwN IMG �FS "b�0.`a•1•�e•Ct 61K 1 .�-.-..-__.-..---`� �' � Leib Yn'b-wvM, g HuYi, _ 'p�p'!TM�^ Nb T O '1 •' yg 0 e s °I°.�%6"�-�Jd•." �a �aw,'°woe,ren _ r� �1 `' I a•�1 I �,.�_r .w FISCHER SEPTIC it ERLN .°Q'e..al.++e�'" s..`�""`0«..' i."M°d•We: Q'r•� I� $I A l� i °� -i I x ( —GRFENPORTµNYM904 s.mer bn er..r.ra,,a wow" e.,.-.M won emsw�rm rl I J�11 Ip w'YIYWri M1nWpreraA Nr�li,. zl 1 I d, sM`1".n"",f.'i� w,:'v�.: vr ro.,.ef.aa„ � r I yN p1+nsY1lrQ.m4ss�.•.-. I 1 BII'EMFORMATICN _ 16-_. sme� ��'• iac,�, I i t I }7fE PtFN 5JF't"OLK 6BUNTY HEALTH NO,R-H:SIT fti�PRO AL x°•reOdn �•"-<-�-_.� „mom'-r '�•iu�w -_'-_�i�m�._ q.4.REr-cRENGG NO..R-�7-I�BO �- -,r I y� t ¢,��p�r pAoe •.a� •/, y A�Y 1 Y spb�OMr.oei SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FORun : ASINGLE FAMILY RESIDENCE �,, :�,_�r_ marrA•rn_ -�� _ _ j bA7600/19/II2� 16F2 Date 4123 Oat H S.Ref No. r,n t. 1�• ✓, _r. .� S The sewage disposal and water suppb taofives at this location have been I T A O K B q LAN @ inspected and/or certified by this Department of other agenees and round I Toeu Go�, to be satisfactory FOR A MAXIMUM OF-,__. ��_BEDROOMS. `�iyvw�-�ryS.hJ rx as w,rar.evw T2> ===•_ '-'--r- , r oQt taUdl'1bcwNClwM --------------------- CRAG KNEPPER,P.E.,CHIEF IT'E PLAN ` nFNu Officeof wastewater Management - aekra,r-laa SURVEY OF LOT 25 MAP OF EASTERN SHORES AT GREENPORT SITUATE AT SO UTHOLD TOWN OF SO UTHOLD �, SUFFOLK COUNTY, NEW YORK Off. /yL FILED: 0412711964 MAP No. 4021 S.C.T.M. No. 1000-33-04-37 O /Yti LOT AREA = 15,000 S.F. — EXISTING LOT COVERAGE — 2,017 S.F / 13.4% a ' EXISTING LOT CLEARING = 12,179 S.F / 81.290 3 NO ACTIVE WELLS WITHIN 150'. NO SURFACE WATER WITHIN �00� ELEVATIONS PER NAV88 DAT ,M.`" APPLICANT: t °"��' c BOB FISHER �00kO 1325 LOCUST F����°naE�fi N o VACANT LOT 24 BOHEMIA, N.Y.AVENUE 11716 1 w ` 3 N 64031'50" E 150.00" RFIS641100®YAHOO.COM PROPOSED SANITARY SYSTEM (4 BEDROOMS) I/A OWTS TREATMENT SYSTEM DESIGNED BY OTHERS 25.7 a PROPOSED ROOF DRAIN CALCULATIONS: a w o I 2,063 S.F X 2/12" X 1.0 = 344 C.F. a w 344 C.F. / 42.3 = 8.1 V.F. 00 kO W O�y t z PROVIDE (2) 8' DIA. X 5' DP. LEACHING POOLScr) =x -4w w o q w 423 C.F. OR EQUIVALENT �I 0 0.7 z o 0 a. g a NOTE: Wes , 3.09 F"33. ,7 10 a a UNSUITABLE SOIL MUST BE REMOVED AND REPLACED 4 A w d' 4.4 LOT 25 ti W W t �, �, N WITH A THREE FOOT CLEAN SAND AND GRAVEL COLLAR c o o o AROUND THE LEACHING POOLS TO A DEPTH OF AT LEAST 7 a CO 214 SIX FEET INTO A STRATA OF TYPICAL LONG ISLAND SAND w W O o o kO WOODED 'IQ AND GRAVEL. Cq co �1 0 ` lb$ J3.7 �7 y GUARANTEES OR CERTIFICATIONS ARE NOT TRANSFERABLE. UNDERGROUND UTILITIES EASEMENTS NOT SHOWN AND UTILITY POLE LOCATIONS ARE NOT GUARANTEED. ko k— THE OFFSET D!MEALION SNO:".W HEREON FROM GYE ST^UCTURES TO THE PROPERTY LINLS C6 5 w GL ARE FOR SPECIFIC PURPOSE AND USE, THEREFORE ARE NOT INTENDED TO GUIDE THE 4 —4 �J�'' I O ERECTION OF FENCES, RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, TEST HOLE ko 6.1 O U ADDITION TO BUILDINGS AND OTHER CONSTRUCTION. THE EXISTENCE OF RIGHT EL.= 31.8' � 20.6 2 N w OF WAYS, WETLANDS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN 2.9 Gwn, W W ARE NOT GUARANTEED r4 w UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP O Oi w Q w NOT BEARING THE LAND SURVEYORS SIGNATURE AND RED INK OR EMBOSSED SEAL SHALL <U,P, CD k". ti O^ IY, NOT BE CONSIDERED A TRUE VALID COPY. w g0' FE. 1.2N FE. 0.5'N X "Os O ;�'� ALL LOCATIONS OF AND DISTANCES TO WELLS AND CESSPOOLS ARE BY LOCATIONS X x O ti FROM HOMEOWNERS, FIELD OBSERVATIONS AND/OR INFORMATION OBTAINED FROM 4' CHAIN LINK FE. w o h OTHERS. SINCE MOST ARE NOT VISIBLE THESE LOCATIONS AND DIMENSIONS CANNOT x EDGE OF CLEARING a BE CERTIFIED. w S 64"31'50" W 150.00' VACANT LOT 26 GROUND ELEVATION = 31.8' DARK BROWN SANDY LOAM 1' BROWN SM SILTY SAND 3' PALE BROWN SgP FINE SAND SECCAFICO LAND SURVEYING PC OF NFL, 500 Montauk Highway 17' ��P��PRLES SFC fop Moriches, New York 11955 TEST HOLE ILI Phone: (631) 878-0120 Phone (631) 728-5330 * pseccofico@optonline.net BY MCDONALD GEOSERVICES Pat C. Seccafico. PLS Pat T. Seccafico. PLS DATE. 0312512022 n NYS Lic. No. 051040 NYS Lic. No. 049287 NO WATER ENCOUNTERED '�2S' S1040�0 �,,� copyright — 2023 Seccafico Land Surveying PC 0211412023: FOUNDATION LOCATION SAND � 0910112022: HOUSE CHANGE PROJECT No. 63187 SCALE: 1" = 20' DATE. 0312512022 — �f R rseiwrac 4 Wr®• . .vim s:_ MA t2=lW=— ��y/ .��.8 S .�.�"L • - y .,.n�k ate0��._.__� J / q. - -- w�.mw w - �j Arbcefmy iA \ \ M.P3J �ri°bieM/" ads J'r/• 1 w �•._n&41,r -i d y / J °uaw a.dar 'Bu' g w-T csi win ` r enn.r¢ .mv�ewi.m?w,� 7 / A ) dT-` � � �er4aiD�oa oTY[9N�WM16*y' e N _eui I nU4eM i�i . neau.omv PLAN VIEW wn..n q ..i<..n_.+_..�>.�^ ✓yr.:-.y;^.-r.N'�`�i--,vv-.r.-,..�^,,.%r .... O w a � : ,Basn4sv' .Art.4°..,W3.mte,nB UA ONMAw6a°MAIN PY,.RfKU@DBWL01 w' -q MMA.�iIT B'4.PCTM[A FRILLS FebW+A Ln '� V 1 .AB'«.+em*Aw emswrw wanr.mDn.m.ua�rlbwLOwror+bn. _ U y m � e III �� Intn`piiutOi j ( wv`v-^_-.1;�'' •....r--o-"�•..-1'�,-.-�• ,. -'3� .1/-�J m r ) l YBSx'6 D.B+i]nfM A, OMREta'MB pW1tPM'W64q Y�'GSMeak ABBA . :. i + «t � � ��' / \ .mow � vaBB+w,.m.emrrowwracmw.vae.uarc rneul»cew IL nn't a'nw.•,:atroc�wrionauw. ''dusaue`ur�sla���dmn0'ksfifFd.MF.�sr2%1ed'?,.aaa'sefermieaaa'+^^,• A AueoxAew.umow+r.ixvncm weRe:.tavau.r 'ln J wA�a:urw.. ( ,•e eoeaa,emin�rw�nuvx.n'+B°erowa CD •AYY.RDAPpAGDBU L4KM!tl^Oi,B N°Mm�LN BW�BD CMMA^[�. Q SECTION AA VIEW SECTION 9.II VIEW w � ♦ABa.'BRA+eou�mnaDcxau'+�x.e+ra.O Av,AraPAwu,awbnLBm FUJIGLEAN GENS_I/A Ok4T5 DETAIL { �_CPTIG i;I IW}=M DETAILS _ Q ELEGTRICIJ-SERVICE TO FUJIGLEAN ALARM/GC�NTROL PANEL�I ID MAIN ELEGTP-1 6L I tDD ,n I PANEL pT DWELLING IC+ 1I rr� f,r I I iC5 ._u.aH�o�m✓:s___a��L�s�r,,;�,:.a -�-�^. 6RFAYER I W�V�D�4K.TBA�M9rt04.41°IL.Vi YdRR 1lP A' I .•�" f4Nr2..[.L���3^�'tr` j MAitl 1E6 I µ' A.D ALLGOG°.'ROMR nq M LwR-m4�a«uIW.•[—'r a Y�di H��4�iY3` _ __ - LSp ID7 a¢+d wR.Du�,:Vw,'4eroumcs ei ara nmuxwncx. j eBec M.M.L.IM0 S •GLIN-O--m-29TAIL Q tDR I $ rmq n� 1p5 . Mp 'iSnBu wt0 mnA m m Ivu �' „ 112 113 I. 1 ' i•�" LT_..1'-_+^Q_7_ -TJm ; () 3 ~ al{ITS m nn I56 ' 1 1 1 I 1 I - I ECI� 16 , Is7 ' i S I I i i D Nall°R wt a�tl oe[ °"a °air ' FISCHER n7 t3R I Ir%s*`�Dn Ae1O I `-:a:-i �iaor°s���Rpp y�4pC MAN SEPTIC 159 a I _"_---_ •�naI ACRPtl.W,5PGG0167D1DNS I « 60 050 TASKRR LN 1 I I i Ii9 ----_--- I I DFDIDC.6EASE I 120 3 ----.•'"-'1 t`"-------- 161 i T I S OREENPORT.NY 11944 GIRGUR�A�R 121 to t� 1C2 I m P t22 167 1 P.LiI?7dS.JALELr.,.-. 123 A 9 164 I wv { 1 j ' VARINUDIAGRAM DYBTEAI DETAllB I 124 Bna j I6s 1 e o { SUFFOLK COUNTY HEALTH DEPAR'II"�NT APPROVAL 72S I66 I ODEIDPt E( µtt7pj q�5)tTi0lUD!K CDOd lia I H5.REFERENCE NO.:R-id-126O 176 167 I *2 WO 8 UL If9kVID➢RfdW1T PADREt(0 PIAPS I ti FADE: 127 148 ' SP-102.07. a'ce ca -- '{--- }-------1 r-- 169 129 ])D I lE1PCRATO�RATING W I IELD MIAL[D L07DILI0 s"1 fE AT LEAST 140 DEG 7. I DAIC 118/Ry2a 2 OF4 1>D )71 I <6D DCG C).TIANIRV.STRIPS AND TROND LUG 0SS OVER CRDUGtO1S(NLT. I 131 P T 172 I MIECT GWO LIZ IN PANEL TO A SEMR[EARTH Gan I t U2 1 173 L_DAOQD""REPfdSCNT"co RIRIW -_- PI0.D RIRIW SCCilml I IN 1_ ,_.. 133 FUJIGLEAN 51NGLE LINE DIAGRA_ iwn.✓-n./�.��✓..'�.r.^^•�....+�•r,..,Jw..n.+v-...,...,,�_M._.n.f+w'..-,...r_.+.-...,.-�.✓���n.+..�_/-..�J..�..n._.n�•✓....L'.. i,._..._..s.« tltdLE,MA h. `.k -`.-,..-..._-u.....-�<.•d.-�...v-+.-..,.,..w.� •q�e roe - FOCN£'p 0o r�or�aocE w�IrH TOV�IN OOMMF`NTS FHArPING UNTIL SURt'EY z OF FOUh'OAT' 'i LOCA'-bN O ' ' THE ZENITH ' ' HAS BEEN A4ROVEt . APPROVED AS NOTED z DATE:,B.P.# Md 0 O FFE_ BY: A allAL I TY NEN HOME MODEL BY' Ftrc separatipra NOTIFY 5-1802 BUILDING DE PM FOR THE O OOPAN Off, I NO. required as per FOLLOWING INSPECTIONS: � W NYS Code 1. FOUNDATION-TWO REQUIRED p (� FOR POURED CONCRETE z - 2. ROUGH-FRAMING&PLUMBING N O 3. INSULATION _ til exterior li htin 9 4. FINAL-CONSTRUCTION MUST d �-- BE COMPLETE FOR C.O. lnst,alled,replace- or ALL CONSTRUCTION SHALL MEET THE repaired Ellall conform REQUIREMENTS OFTHE CODES OF NEW t®Chapter 172 YORK STATE NOT RESPONSIBLE FOR — Q the Town Cc a DESIGN OR CONSTRUCTON ERRORS UA OCCUPANCY OR USE IS �UNLAWFUL Lu !WITHOUT CERTIFICATE > OF OCCUPANCY O PLUP,113FR CERTIFICATION ON LEAD CONTENT BEFORE I CERTIFICATE OF OCCUPANCY SOLDER USED `'' :' W;. 'H .4 L C^4-a, 0:: ED IN WATER �_ ��, SUPPLYSYSTEAj CANNOT YC,°R< STATE & TOWN CODES EXCEED 2110 OF 1,°o, LViD, f'.i FiEOUIR D AND CONDITIONS OF SOUTHOLD TOWN ZBA SOUTHOLD TOWN PLANNING BOARD ` _ SOUTHOLD TOWN TRUSTEES DEC Blorrer door and duet��'brt. TRUSS PL *VAfTI�INI 7 REQUIRED w testing;required.. � z v _ RETAIN STORM WATER RUNOFF � �RU PURSUANT TO CHAPTER 236 st pmIlde Isar to m v e L. p�;y z ts- ` D: J and q ns `� `C W m z NYS Energy Z Z d v w FINISHED SECOND FLOOR - - - - - - - - - - - - - - - - - "ode Q <TO J W `U�-1 a-tp 2 0 w 1)_ �` d L Q IY FLOOR AREA TABLE � O V �} d< FIRST FLOOR 1,515 sf (� c�V O Q 0 — SECOND FLOOR 1,1201 sf 4 o E3EIBB GARAGE 652 TO Q N MEEEE10 BASEMENT 1,406 sf PORCH 66 sf , TOTAL LIVING SPACE 2,502 sf El El Ell —=- - ' -- CONDITIONED FLOOR AREA 3,Q08 sf (INCLUDES BASEMENT) FINISHED FIRST-FLOOR _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ INFILTRATION VOLUME 42,583 cf - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTIC 4 BASEMENT) .�'' R? i • " :;., ElElElEl FINISHED GRADE L= Lr° . . i e i i i I I i i i I INDEX TO r )RA l I NO S I i I I I 11 I I I DRAWING No. ELEVATIONS A-2 DE, .IVERED AUG 3 1 2022 I I ( I I I COVER 4 ELEVATIONS A-1 I I I ( I I I I FOUNDATION PLAN A-S FIRST FLOOR PLAN A-4 2nd FLOOR PLAN A-5 I I I I l F _ L� I I h WALL BRACING 4 ROOF PLAN A-6Ll p L J I I ( SECTIONS 4 DETAILS A-1 -1 m - - - - - - -I - - - - - - - - - - - - - - - - _ - - - - �� - - - - - - - - - - - �- I - - - - - - - - -I NOTES A-8 � 4 m �i- - - - - - - - - - - - - - - - - - - - - - - - - - � — T T T T T - - - - - - - - - - - - - - - - - L TJI-DETAILS A-a cj3: 00 r m Oz � FRONT ELEVATION z r < SCALE: 1/4" = 1 ft z 6 � Q v N < z 0 fud < 2 z � N z �- a v � < 0 0 �w Ory � DATE: AUGUST 2022 COVER 4 EJ ;L I `f/ I� ELEVATIONS 2 ? DRAWING NUMBER TO6O,. A - 1 i z O � � v to I o 0 Q o � Z z � Q o > -00 11 111 lull III III 21 If woo MI lull A IZ-7 p✓_ ) YY fy OL L � m � O m � Z z Q� � � At- OJW REAR ELEVATION m iv }- 4= o oz SCALE: I/4" = I ft W Z 4 z 4 CL tu IX F� Q 0> �d d p Q DE J Vf RED AUG 3 1 2022 0 m r t- _ a 8 s► - - - - - - - - - - - - - 12 12 0 Q m z 11.1 0°ILI LL z � O v< � z d �- v � < - - - - - - - - - - - - - - - ° ry � o r ,SIDE ELEVATION SIDE ELEVATION DATE: AUGUST 2022 SCALE. 1/4" = I ft SCALE: 1/4" = I ft REAR 4 SIDE ELEVATIONS DRAWING NUMBER A 235# ASPHALT 5HINGLE5;MIN. (4)-FASTENERS PER Z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O F- O A-1 No. 15 ASPHALT FELT UNDERLAYMENT[Rg05.1.1] V _ TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 1 2x8 [U63B]P.T. LEDGER SELF-ADHERING POLYMER-MODIFIED N v O i 1/2"(P BITUMEN iGE SHIELD BARRIER [Rg05.1.2]x 4" GALV, LAG SCREWS AT ib" O.G. STAGGERED 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES 1 I 1 [R507.2] 36" IN51DE EXTERIOR WALL LINE FOR > 8:12 SLOPES � -13-4 1/2" STRUCTURAL PANEL SHEATHING [R803.2] O 1L 1 32'-10" 55'-0" 2'-0" 3'-6" R-3a CLOSED-GELL SPRAY FOAM (5PF) INSULATION 0 w � I6-2" 4'-6" 5'-6" 14'-0" b'-6" W-b" O SOLID WOOD BLOCKING Z DECK LATERAL CONNECTION r - - - - - - � [RSo7.a.21 � o P.G. FTG SIMP50 DT DTT2 EGRESS WINDOW WELL tV - - - - - - INSTALL I 8" CONCRETE STEM WALL ON CEILING J0I5T Q ��� MANUFACTURER'S lb" x 8" P.G. FOOTING 5PEGIFIrATiON5 PROVIDE FALL PROTECTION DRIP EDGE [Ra05.2.8.5] dl BASEMENT ENTRANCE STAIRS Q_ - -4 ( (TYPICAL-2) (TYP-3) 8" REINFORCED CONCRETE RETAINING WALL - - - - - - (2)-2x8 P.T. GDR n _ _ _ _ N Ix8 WOOD FASCIA dk #4 REBAR AT 12" ON-GENTER EACH WAY _J L _ J L _ - 1/2" GYPSUM WALLBOARD SOFFIT VENT n- !L- STANDARD " MIN AND LAP INTO ib" x 8" P.G. { - _ I � p DECK 8 ( I DOUBLE 2x TOP PLATE � VINYL SIDING. ATTACH THROUGH RIGID FOOTING. 2 MIN REBAR COVER � � _ I d ABOVE d� I F I MINIMUM 24" LAP SPLICE LENGTH [Rb02.5.21 INSULATION TO WOOD FRAMING PER l � MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND x i AREAS AND TO RE515T A MINIMUM 28 psf - ^ -cv - _ - - - - - - _ - - - - - - - J L1 - � L - 5UGTION LOAD (EXPOSURE B) OR40psf ~> } (EXPOSURE C). r 3 " H ND I [R II.-I8] GONGPLATI - - - - - - - - - -- - - - - - - - -- - - - - - AND STEPS f- 2836 CASEMENT - - - - - - _ - 2a31, CASEMENT i DN 13 IS S > O { 6 EGRESS WINDOW EGRESS WINDOW I I DRYWELL I I I PLASTIC HOU5EWRAP INSTALLED UNDER FOAM D_ INSULATION. INSTALL AND TAPE ALL 5EAM5 PER - -4'-3" J EMERGENCY ESCAPE d RESCUE OPENING I i- _ MANUFACTURER'S INSTRUCTIONS [R-703.2] - - - - (3o6a [R31O] I -1 2x4 WALL STUDS AT lb" O.G. R-15 UNFAGED FIBERGLASS BATT INSULATION R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XP5) O 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL U51N6 - - - - - - - - - - - - - - - - - - - - - - - - - - ' - - - - - - - - - - - -� BA5EMENT '- - I % PENETRATION;(SPACED 2" O.G.UPERIMETER AND r - 4 P.G. SLAB I I R-13 2 CLOSED-GELL 5PF INSULATION lb" O.G. FIELD. I I I I 2x8 PLATFORM ? a 1 GAS WATER HEATER i N (ALSO AT RIM J015T IN SECOND I I I N A. O. SMITH O I '�+p FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING Q r GPVT 50 200 HW I I ( 18 I NOTE: CAPACITY = 50 gal I L - - - 3/4" STRUCTURAL PANEL SUBFLOOR 2x 50LE PLATE 1 HOLDDOWNS ARE AFGO ZIP MODEL 4X ( 2x BAND JOIST O I NOT REGUIRED FOR x 4"V 5TL COLUMN ON N " „ „ -- 2xb PRESERVATIVE TREATED SILL [UG2] 1L 5 THIS FROJEGT. 4-O x4-O xl4 DEEP P.G. FTC. I o w/#5 REBAR AT 8" ON-CENTER EACH WAY L - - - r dJ C� (TYPIGAL-4) -i I N x IU FLOOR JOISTS COPPER TERMITE SHIELD OVER 51LL SEAL j 2x8 [U63B] P.T. LEDGER 1 Q 1/2"d) x 4" GALV. LAG SCREWS I I `® I EXTEND SIDING To WITHIN 12" OF FINAL cV I I I I 1 (3)-L-ISxll.815 LVL GDR AT 16" O.G. STAGGERED I I 2x6�J-1- p = HOOD 51LL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS 1 i _ (ENGINEERED DESIGN) [R507.2] E 3 ! N [R4o3.ib] I DOUBLE FRAME � - - - -1 � - - -- -1 I- - - - -I [- - - - - -1 AT STAIRS I I I I I I I ( I IAT 16" ci- tt MINIMUM Ys" dia. ANCHOR BOLTS SPACED NOT { \ GREATER THAN 6 FEET ON-CENTER EMBEDDED iSJ I I ( I - -- - - I -- -- _ I I -- -- I_ -------, I I / I NOT LE55 THAN 7" INTO CONCRETE OR GROUTED FIN15H GRADE UNEXGAVATED I i -- '""' -- -- -- -- CELLS OF CONCRETE MASONRY UNITS. THE � I I I I I I I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD (� . N { I { BEAM AM POCKET I I I I I I I I I 3-O WASHER SHALL OF THE �IDTH OF THE PLATE. A NUT AND \V TIGHTENED ON EACH ANCHOR OL �p I I I (TYP-2) L - - - - J „ L - - - - J „ L - _ - - J ,1 L - - - - J I O 10-4 8-10 8-8' I BOLT. THERE SHALL BE NOT FEWER THAN TWO � m F- V LOCATED NOT MORE THAN BOLTS PER PLATE SECTION 12 INCHES OOR NE �L5 z I- p V� tu W, �Z THAN SEVEN BOLT DIAMETERS (3.5 ) FROM EACH ti u� i in C) END OF THE PLATE SECTION. WALLS 24 INCHES O tin O )' '4 tl R� � cv O� w r; tL - - --i� O W FEWER THAN ONE ANCHOR BOTOTAL LENGTH OR LLOCATED SHALL N THE J -' }- Q- z CENTER THIRD OF THE PLATE SECTION AND =4" 3 LU O}- O I I SHALL BE ATTACHED TO ADJACENT WALL 4 of U ro , v-1 z�z a { I dLLf I PANELS AT CORNERS A5 SHOWN IN ITEM IT OF U�� v Q LL w p TABLE R602.3(t). CD V � -1 � -� 10" POURED CONCRETE FOUNDATION STEM WALL ll Q I q a to O y to t Q I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING N w z ( I 13 to A > MINIMUM 3'-0" BELOW GRADE x 3 l I I R-II BASEMENT WALL BLANKET INSULATION O O ty z 0 iol I I P.G. FOUNDATION WALL WITH UNBALANCED BAGKFILL Q _LL 4 O j +�- V 1 Z Q (� LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS Q tL O N I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR LY (� """ w { I OL WITHIN 12 INCHES OF THE TOP OF WALL STORY AND O O 1-] DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB i L_ _ _ _ _ _ _ _ _ - = I ( I X u tL lw AT DOOR OPENINGS AT DOOR OPENINGS _ _ ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ �. - - - -- -- - - - - - - - - - - - - - - - - - - - - - i I ( , - - - - I I I r - - STORY,OTHERW15E,SEE PLANS (TABLE R404.1.2(I)] QO� - - - - - - - -m � { u p L _ - - - - - - - - - - - - - - - - - - -� I EXPANSION JOINT r' d) - - - - - - _1 = = I DECK I o - - - --- - - - - - - - - - - - - - - - - - - - -- ABOVE I I 4" P.G. FL0OR5LAB -2x8 P.T. G R -i - - - - - - -- - - ^- - -- _ - - -- -- - -.. - - -- - - - - - - -- - - LEDGER CONCRETE FOOTING N 1/2",P[xG4'" GALV.LAG SGREW5 AT 16" O.G. ON 55TURB D 501L [R4 3.1] J -- - -- L STAGGERED[R507.a] 6 MIL POLYETHYLENE FILM CONTINUOUS UNDER 5TEMWALL �:,t�. P.G. FTG 8'4" i'-4" 8'-6" 3'-6" I I'-4" .II r.D idr }�JAp •rep, ; ��hH 2„ 2„ TYfi�I GAL_ NAL.L. 5EG71 ON 24'-8" 7'-2" 12'-4" 10'-O" SCALE: NT5 73'-4" 8" 8" PEA IVEREQ AUG 3 1 2022 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 24" x 12" DEEP P.G.FOOTING B WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE OTTOM Q MAXIMUM SUPPORTED LOAD AT 7' DE51GN DEPTH = 16k IN PRESUMPTIVE 2k BEARING SOIL (TYP-6) O m (ENGINEERED DESIGN) o A O �- A-7 OO � Q %z 00 % Q FOUNDATION PLAN, O . « f 50ALE: 1/4" = 1 ft �-- m p Z } ow IL , z U� o d- lU N oo z z 0 5TRUGTURAL DE516N NOTE lu U Q W < z In accordance with the 2020 RGNY5; structural Q z NIINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and a- O steel/wood composite columns, beams, headers and c= 4 OL No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: o WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS A UNITED WINDOW 3900 3050VG^ 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sfJ 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, andth U B UNITED WINDOW 3900 3030V 30 7/8"x 14 13/16" 3.18 sf 6.04 sf 3.18 sf 9.0 sf U=0.30 SHGC=0.31 -22.0/-29.7 psf[20 sf] 36"x 36" B SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE C UNITED WINDOW 3900 TWIN 3050V^ 30 13/16"x 26 11/16" 5.71 sf 22.24 sf 11.42 sf 30.0 sf U=0.30 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 60" C SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE J W ~ 2) are not contained in the prescriptive design O D UNITED WINDOW 3900 TRIPLE 3050VG^ 30 13/16"x 26 11/16" 5.71 sf 33.36 sf 17.13 sf 45.0 sf U=0.30 SHGC=0.28 -20.0/-27.0 psf[50 sf] 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE provisions of the 2020 RGNY5 N E UNITED WINDOW 3900 2030VG 18 7/8"x 14 13/16" 1.94 sf 3.67 sf 1.94 sf 6.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE F NOT IN PROJECT F were designed in accordance wllth O G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.01-35.1 psf[20 sn 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2015 with 2015 supplement. - H UNITED WINDOW 3900 SPS-7G PIC N/A 0 sf 18.80 sf 0 sf 23.3 sf U=0.30 SHGC=0.28 -23.0/-31.1 psf[50 sf] 70.25"x 50.26" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1 UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" 1 SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) Structural elements such as Halls and fenestration that: J UNITED WINDOW 4500 PDE068V N/AV NIAV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sfl 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE K THERMA-TRU FIBER-CLASSIC FCM65/FCM12102SL 36"x 80" 20 sf 5.0 sf 20 sf 32 sf U=0.23 SHGC=0.30 -22.0/-29.7 psf[20 sf] CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS DATE: AUGUST 2022 L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8'± 64±sf - 64±sf 64±sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS I) resist wind loads, and M THERMA-TRU FIBER-CLASSIC FCM600 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.17 SHGC=0.01 -22.0/-29.7 psf[20 sf1 CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN $ N THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0,18 SHGC=0.01 N/A CHECK UNIT N SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR provisions of the 2020 ROWS TYPICAL WALL SECTION O CUSTOM 2'-8"x 4'-4"INSULATED DOOR 32"x 52" 11.5 sf 0 sf N/A 11.5 sf R=5.0 N/A NIA AS REQ'D O SITE-BUILT ATTIC ACCESS DOOR WITH V RIGID XPS INSULATION P THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21.6 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sfl CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR were designed in accordance with ASGE '7-I6 wind MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED provisions and acceptable engineering practice. DRAWING NUMBER MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[-sf] where such elements occur in the plans,, the are ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 1' y A - 5 annotated "ENGINEERE IN D DESIC ." NOTES INDEXED TO THE 2020 ENER&Y GONSERVATION GONSTRUGTION 35'-0" 2'-0" GODE OF NEW YORK STATE 6-4" RI01.5 COMPLIANCE: This building was designed and shall be A constructed to meet the 2020 E000NY5. Both REScheck N.S. MAJESTIC QUARTZ 32 DIRECT Department of Energo and REM/Rote (Noresco) computer A-� VENT OAS FIREPLACE. N software was utilitze to demonstrate compliance. Ali INSULATE 8 AIR-SEAL ALL V r WALLS, GEILIN6 AND FLOOR OF mandatory provisions of the 2020 ECCGNYS - Residential THE CHASE. INSIDE WALL Provisions are In force. PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEFS SURFACES SHALL BE R105.2.2 WRITTEN STATEMENT: To the best of my knowledge, FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] O belief and professional judgement, these plans comply with the HALL SHIELD AND TAPED. GL05ED-CELL 5PF Energy Coe. Furthermore, a RESNETertlPied rater (ID. 14'-O" WALL SHIELD AND GEILIN6 FIRESTOPS SHALL BE CAULKED .. WITH CAULK HAVING A 300° F �- No. 26143g7), I certify that these plans comply with the Home ATTIC, PATHWAY FOR SOLAR ELECTRIC, [TIO3.8] DECK - MINIMUM CONTINUOUS EXPOSURE Energy Rating System (HERS) program. A signed certification INSTALL 2"� VERTICAL SCHEDULE 80 PVC, CONDUIT 5/4x6 DEGKIN6 RATING. COAXIAL VENT HAS tf1 of compliance with the HERS program (HERG) will be submitted THROUGH ALL HALLS TO ATTIC, WITH TEMPORARY PLU65 in OUT51ME COMBUSTION AIR j-- INTA of the constructed building to demonstrate compllane. OR GAPS AT EACH TERMINUS [E3802.3.2. 36" GUARD [R312.1] O KE. t� B I GYPSUM BOARD R301.1 CLIMATE ZONE: 4A Suffolk,NY J J 3°3° O O CONTINUOUS BEAD OF ------- -------- Q< SEALANT R401.2 COMPLIANCE: This project compiles with 2) Section R405 C=__==__ lu - Simulated Performance Alternative, and the provisions of _ - P' I I I I b°61O SLDR 6°61O SLOP, (2)-3050 iq ' 6YP5UM BOARD Sections R401 through R404 labeled "Mandatory." r---I----IF ® ----i il� (2)-2xl2 HDR (2)-2xl2 HDR (2)-2xi2 HDR I I I J I = # 7 ; Mandatory requirements: _ BASEMENT ENTRANCE j R4017.3 CERTIFICATE: Builder to post per Code. DOWN -> I I I II r 3 CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 I I tU ; WALL LINE ABOVE PL OTE Ht. " A LA E H . q'-I" ASF z z l I O SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans. - I I O iId Ql R402.42 FIREPLACES: Factory built with UL 127 doors. _ 1 __ _________________I __-� < < I----- i CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule J KITCHEN !m to EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and ® I? I IL UNIT PERIMETER hot water heating appliances to be direct vent with both 25'_2 1/2" = 7'-0 I/2" 1 (v o pI 1, uI intake and exhaust pipes installed continuous to the --- N outside. it 3 /2" I n WINDOW UNIT R402.4.5 RECESSED LI&HTIN6: IC,-rated and labeled as ' d N I I I �- 1 i® () J having an e air leakage rate of not greater than 2.0 cfm A v� __ N i i I p < 1 I R4025 MAX.U-FACTOR 4 5H6G: See window schedule. O OARAOE cv - w FAMILY ROOM I I lI� R403.1 CONTROLS: See plans for thermostat information. o 5" P.G. SLAB T3 =I 1 m I 4'-3" I i` w � R40Z.0 2 DUCT SEALING: All duct Joints shall be n p PITCHED TO DOOR I I = I-_ I ! Q I I mechanically fastened and sealed with duct mastic m J� CONTINUOUS MINIMAL sealant. 1 mastic to duct seams. EXPANDING FOAM AT WINDOW R403.3.3 DUCT TpEy5TIN6, A duct air-leakage test Is not v 1_3 1/2:, 11-I I I -� - -� UNIT PERIMETER required under exceptions ( and 2. Q y ___ __ I F i i I� NOTE: g'-O" GEILIN6 HEIGHT �I 20 cfm GONT. TO ERV6-o R403.3.5 BUILDING CAVITIES: Framing cavities shall not be v r � I I = THROUGHOUT FIRST STORY I [MI505.4] used as ducts or plenums. �p I Ii_ Q L____J lip I Q- R403.4 MECHANICAL SYSTEM PIPING INSULATION. Insulate x I F _ mechanical system piping carrying hot water to on x 25 cfm GONT. ll� R-value of not less than R-3. I x x I R403.5.1 HEATED SERVICE HOT WATER(5HW) CIRCULATION (V WALL LINE ABOVE--I to o TO ERV ' - C I r, 2a1 2810 cN I P. I SMOKE d G.O. m Q CONTINUOUS BEAD OF SYSTEM: Not In project. O HEAT DETECTOR SELF-CLOSING 20-min I - O [MI505.4] ! 7" x 7" P5L COLUMN �, 1 DETECTOR (TYP) 241° iv I,z R403.6 MECHANICAL VENTILATION: ERV continuous m SEALANT F.R. POOR[R302.5.I] (2)-1.75 x 11.875 LVL `n N N � 1 N j I ventilation system specified in the plans exceeds the FLUSH HDR m C� (2)-2x10 FOR m i x O m minimum efficacy of 1.2 cfm/watt. - _ _ I - _ _ R403.7 HVAC, EQUIPMENT: Sized In accordance with ALGA `� if i _ (4)-1.'15 x 11.8'15 LVL FLUSH HDR _ - (2)-135 x 11.5-15 LVL FLUSH HDR H_DR rig ----- -- - �---- - GYPSUM BOARD Manual J and Manual 5. N ;n N (3)-L-15 x 16 LVL DROP HDR (EN6INEERED DESIGN) (ENGINEERED DESIGN) BEARING WALL 2e';o R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable - -- -- -- __ __ .._ __ __ _ 1 I � �I i R403A SNOW MELT: Not in project. (ENGINEERED DESIGN) �, I 2 ® 2�° 00 R403.10 POOLS AN SPAS: Not in project. I 2x10 STUD WALL AT 24" O.G. i Pro I TEGHNOL061E5 5 I I j GONTINUOU5 BEAD OF R403.11 PORTABLE SPAS. Not in project. INTERIOR 6ARA6,E WALLS: i o HVAC R.A.6. CHASE II MODEL T-105 I I ;i ADHESIVE R404 LI6HTIN6: Builder to install high-efficiency lamps In at R-15 BATT INSULATION Q 711 PROGRAMMABLE 20 cfm CONT. TO ERV --- �I least gO% of permanently Installed fixtures. Y2" 6YP5UM BOARD N G)_ u-I1 THERMOSTAT CM1505.4] ; BATH CONTINUOUS BEAD OF `9 o u o i SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE. This method was 6ARAOE CEILING: ' (V o ; 9 O p Energy Y2 6YP5UM BOARD I= 2'- 3/4" I (VO used to show compliance with the Ever Code. REM/Rote - I N _ i FOYER ___.,_ _...-" _.. software was used to model the building performace - see [TABLE R302.61 I- z ll OPEN To ABOVE 7 ----- LL- _ --- - 2020 IECC Energy Cost Compllance report provided with o I)m Q = Q BEDROOM 4 u v 2" CLOSED-CELL 5PF Permit Application. RE5check was used to model the building --- --------------- --------------------� 241° DINING ROOM in(I -' v x performance based on national standards - see REGcheck O A 41 I m rli mO i ----- ©--a Compliance Certificate and Inspection Checklist provided with o I Q I I I hl 31 I/2" OL - _ Permit Application. i -3 i i (2)-1.75 x 11.8'I5 LVL FJ i 12'-5" 11 l0'-3 I/2" e a i SHOWER U) V UNDER 5EGOND STORY WALL-r- Ii� PANTRY i !- i Q ~ 3 1/2" 3 1/2" ((1 to Z IV J1-i I `K J V _ (1� CONTINUOUS BEAD OF I 0 _ SEALANT N I i i i 1 T I ` _ _ _ s --------- -1 x r m I2-1 1/2 5'-O" ! z Z Q 1X OO ------� 3°68/(2)-1°68 51- 1= i Q= �z to I I 23-I I _ 1 0 t� O GYPSUM BOARD I I I „ I ----- Q z i I I I I m m JU PORCH WALL LINE ABOVE ----------� o i z - -- -- ��--•-- (3)-3°5° 5/4x6 DEGKIN6 (3)-3°5° 247 !Y ii CONTINUOUS BEAD OF (2) - 1.75 x 11.875 LVL HDR (2) - 1.75 x 11.875 LVL HDR _ _ (2)-1.75 x 11.875 LVL HDR (2)-LT5 x 11.875 LVL HDR Q J Q (ENGINEERED DESIGN) (ENGINEERED DESIGN) i>J 1K O i�.. ? SEALANTL 4x4 P.T. POST ((LL i� O (TYP-2) r nl Q CONTINUOUS MINIMAL v v J EXPANDING FOAM AT WINDOW PLATE Ht. 8'-5" ASF PLATE Ht. Cl'-I" ASF {� Z 0 Q i c7li UNIT PERIMETER --- -- - --�® (� WOOD STEPS WINDOW UNIT(OR WEATHER-PROOF DOOR) 8'-2" 3'-6" b'-3" 6:-q„ (2)-2xl2 UPSET HEADER e. s 24'-b" 7'-4" 13'-O" 10'-0'. ►8'-b" .''"` A` 1. I CONTINUOUS MINIMAL 4� ,;; .;•„ EXPANDING FOAM AT WINDOW UNIT PERIMETER ,LJ.�� `/'�� fJ.��I (/-��•7 'iV' j}-�/��^+� t AIR I R ✓E/ `L I N V 1 i O TL✓ 73'-4" „^'S'i :'�iR,','M•1"�r�r ,j�A'�/ �,' F '." TABLE R402,4.1.1 -2020 ..,fit qC L AIR BARRIER AND INSULATION oTE= WINDOW 15 NOT CENTERED IN THE ROOM. INSTALLATION MAINTAIN A ROUGH FRAMING, DIMENSION OF EXACTLYt1.4 CONTINUOUS BEAD OF COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION 27 INCHES FOR THESE TWO WALL SEGMENTS.' t.' SEALANT CRITERIA A continuous air barrier shall be installed in the A 'x . `' 1W-! building envelope. I General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as A-7 DE.,NERED"AUG 3 20�2 6YP5UM BOARD continuous air barrier. a sealing material. e CONTINUOUS BEAD OF Breaks or oints in the alrbarrier shall be sealed. G I PLAN ADHESIVE The airignedwith barrierInsula any tion dropped ceiling/soffit th air FIRST FLOOR I- LAN aligned with the insulation and any gaps in the air I CONTINUOUS BEAD OF Ceiling/attic barrier shall be sealed. The insulation In any dropped celiinglsotfit III SEALANT shall be aligned with the air barrier. SCALE: 1/4" = 1 ft Q Access openings,drop down stairs or wall O O m !I doors to unconditioned attics aces shall be sealed. Cavities within comers and headers of frame 2" CLOSED-CELL 5PF sealed.ction of the foundation and sill plate shall be walls shall be Insulated b`1 completely filling Q the cavity with a material having a thermal m ti1 � resistance of R-3 per inch minimum. Walls The junction of the top plate and the top of exterior O O r walls shall be sealed. Exterior thermal envelope insulation for m ---- - - - --- --- -- - - framed walls shall be installed In substantial Z �p Knee walls shall be sealed. contact and continuous alignment with the air d- barrier. The space between windrnro/doorjambs and O O Windows,skylights and doors O Q framing,and s i hts and iramin shall be sealed. !� _i CONTINUOUS SILL SEALER - Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. \ FULL WIDTH OF SILL Floor framIng cavity Insulation shall be - / ; Installed to maintain permanent contact with - O OL O z r z IL Q d the underside of subfloor decking. O W FOUNDATION WALL Alternatively,floor framing cavity insulation - %' Floors including cantilevered floors The alr barrier shall be installed at an exposed (� v g y p shall be In contact with the top side of O and floors above garages, edge of insulation, sheathing orcontinuous insulation installed N O S Q 9 g 9 O on the underside of floor framing,and < CONCRETE SLAB � � ' I extending from the bottom to the top of all STRUCTURAL DESIGN NOTE W Q Q- �� ___ __ floor f T \ .,i _.__ . . __..__."_ perimeter oor framing members. t �U N (1LYJ j j Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided Ju Z / / d Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be W In accordance with the 2020 RGNYS; structural Q z f "- - - elements such as engineered wood, steel and 0_ > _] overlapping'oints taped. ermanentl attached to the wails. i /%`;. ;' / Duct shafts,utility penetrations,and flue shafts steel/wood composite columns, beams, headers and N Q (� Shafts,penetrations opening to exterior or unconditioned space shall be sealed. girders that: ~ Batts to be installed in narrow cavities shall O O /.Y _//, �`.% �'' /. �', be cut to of or narrow cavities shall be filled i) resist ravit loads, And v t- N arrow cavities with insulation that on installation readily gravity conforms to the available cavl space. I W Air sealing shall be provided between the garage 2) are not contained in the prescriptive design p Garage separation and conditioned spaces. provisions of the 2020 RGNYS IL In NOTE: IT 15 THE INTENT TO PROVIDE FORA Recessed light fixtures installed In the building Recessed light fixtures installed in the IL CONTINUOUS AIR BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight a were designed in accordance with surface. and terated. ANSI/AWG NDS 2015 with 2015 Supplement. O THERMAL ENVELOPE. THIS DETAIL SHOWS _..i TYPICAL METH005 OF AIR-5EALIu6 U51NG in exterior walls,Batt insulation shall be cut pp VARIOUS BUIL_OIN6 ELEMENTS, APPROVED neatly to fit around wiring and plumbing or ADHESIVES AND SEALANTS. FRAMING Plumbing and wiring insulation that on installation,readily Structural elements such as walls and fenestration GONFIGURATION5 NOT 5HOWN, SUCH AS conforms to available space,shall extend c behind piping and wiring. that: CANTILEVERS AND STAIRWELLS, SHALL BE SEALED IN A 51MILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterlorwalls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be Insulated. D TE: AUGUST 2022 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. I) resist Wind loads, and The alrbarrier shall be Installed behind electrical Electricallphone box on exterior walls and communication boxes. Alternatively,air-sealed 2) are not contained in the prescriptive design FIRST FLOOR boxes shall be Installed. provisions of the 2020 RGNYS PLAN HVAC supply and return register boots that AIR S L 11�C DETAILS HVAC register boots penetrate bullring thermal envelope shall a sealed to the subfloor,wall covering envelope orceiling penetrated were designed in accordance with ASC%E ,7-Ib wind by the boot. provisions and acceptable engineering practice. DRAWING NUMBER 50ALE: .5/4" = I ft Where required to be sealed,concealed fire sprinklers shall only be sealed in a mannerthat is where such elements occur in the plans, they are sprinklers Concealed s recommended by the manufacturer. Caulking or „ „ p other adhesive sealants shall not be used to fill annotated ENGINEERED DESIGN. voids between fire sprinkler cover plates and walls A - ,4 I I or ceilings. A A-7 z O v 47'-10" O 1 v I'-Io 1/2° pLr LL 3'-9 3/4" I4'-2 1/4" 6'-4" 6'-4" 3'-8" 3'-8" llj W Fz N r------------- CV .. O I I Q I I OL I I I I I 1 # I I I Oi HAZARD GLA I NO [R308.4] O (2)-3°5° I O ----- - ---- -- -L-- --------- ----- ---------- HALL LINE BELOW t O �p E 2x8 GJ AT 16" o.c. 4°4° PIG �p I 4°4° PIG j ____________ (2)-i.15_x 11.8?5 LV_L_FL HDR__ r----------------------------------------------- ----� �'-O 1/2" _ (ENGINEERED DESIGN) I DOUBLE WALL STUDS 5'-I" 5'-0" 3 j 31/2" 31/ ------- - 01 N N BEDROOM 3 Q 2'-2" , 6'-a° 2'-5 1/2" w l m W.I.G. - 13 8'-0" G Ht m I 2x8 PLATFORM o E � Q 20 cfm GONT. cv m I BATH I TO ERV cv _.I t - I_ Q [MI505.4] 3 m WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] J I l J 2410 v I r M BATH 3'-l0" 4'-0" - I- ___ 20 cfm CONT. c0 I I LENNOX HEALTHY CLIMATE ERVS-I i5-TPD ENERGY RECOVERY VENTILATOR 4 2 I/2 8-O' G Ht ------- INSTALL ERV UNIT IN CONDITIONED ATTIC. I i t TO ERV x Pro I TECHNOLOGIES I I I N MODEL T705 1 -- DUCTS SHALL NOT BE CONNECTED TO THE HVAG SYSTEM. zA i l z z i [MI505.4) m PROGRAMMABLE \��\ J/ I m I THERMOSTAT I ----------7 ---------, Q m l r� I I SHOWER HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL --------- o o ---------- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. j s= 247 2s7 28;° I LIN3b" GUARD[R312,1] _ _ _ N j STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE: b" dla. DUGT5 2470 ® r / _ �� i CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL c15PO'I HVAG EQUIPMENT IN ATTIC � ` ` ` ` Il_— — —� IA.G. RETURN `fl m SMOKE d G.O. HALL 28?° 2�7° 1 i N m I FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" d►a. DUCT GAS OR PROPANE FURNACE: LENNOX ELIcl6UHO70XE3bB SLOPED X DETECTOR(TYP) p I _ I �— — — ,.J , STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. GLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 200495-10 - CEILING (2)-2xI0 (2)-2XIO = O It— — —y STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 HEATING GAP: 64,000 Btuh;AFUE = 9b.1 HDR HDR ___�2)-�•�5x11.875 LVL FLUSH HDR 3)-175xll 875 LVL F - „ _____ ____ ( . _ LUSH __ N ALL DUCTS INSULATED TO R-4.2 2s7° BEARING WALL 73WOUARD GINEERED DESIGN) (ENGINEEREDDESIGN) Q IINDOOR GOiL: L30r,; GH35-351 TOR • _ _ SYSTEM TO BE SET AND BALANCED TO CONTINUOUSLY PROVIDE (M1505.4.41:I RIGID INSUL - - -_-__OUTDOOR UNIT: LENNOX MLI4XG1-03b-23OG;AHRI 203374690 ON ATTIC N —� U m COOLING GAP: 34,b00 Btuh;SEER = 15.10 ACCESS DOOR12" x 12" AIR c [R312.1] X i I - MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM INSTALL IAW MANUFAGTURER'5 SPECIFICATIONS z TRANSFER ORILL m , x I AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. (� O 2844 0 ry LAUNDRY IN CEILINGLU m w Q Q 2x10 STUD WALL AT 24" O.G. Nr Q I,i La Z�t� ZInHVAG R.A.G. CHASE MASTER Z W Z DRYER EXHAUST O ` Z dz DRYS WA5HER o OPEN TO BELOW -a It O[MI5027 < W z_ ' BEDROOM 2 Q I '�'�,J11 L�J O t J Z 6'-O I/2" ID' Ht TRAY CEILING v m 3 I/2" iO_O 1 3 1/2" o o LH 111 � ®IN) ry a 3 1)_ < „\0 0 I , ly N E O �_� mp�d N F5104 BLE WALL 5TUD5 _ 0. } < 2 EYEBROW PIG N N Z 4 0 2r'T° 12'-5" - - O O 12'-5" ry 3I/2" i N (2)-1.75 x 11.875 LVL HDR _ (2)-3°5°WALL LINE BELOW f b (ENGINEERED DESIGN) L----------------------------------------------------------------j WALL LINE BELOW I 2L --r------------- ----------------------- ------- � I I I I I I ,4.r••..aalrr.. L1'— ------------------------- —i j — ------------------------- f m—�j 5'_6" ;. My t""" 47'-10" DEMVERE 'D AUG3 1 2022 SECOND FLOOR FLAN, A SCALE: 1/4" = 1 ft O m m A-7 r\ �- r 0 0 6 to �3 Q SOLAR-READY � 06 IL 0� CERTIFICATE N O i0 2 O This home has 0 STRUCTURAL DE51ON NOTE v d WW� incorporated features at !K lu a the time of initial in accordance with the 2020 RGNY5; structural 4 z construction to enable the elements such as engineered wood, steel and ~ 0. O _( installation of solar steel/wood composite columns, beams, headers and N d OL electric. girders that: o zz The solar-ready roof o 1) resist gravity loads, and zone is shown on this construction plan excerpt 2) are not contained in the prescriptive design p w GO and Is free of UI provisions of the 2020 RCNY51 obstructions that would limit placement of solar were designed in accordance with p 'n panels. AN51/AW0 ND5-2015 with 2015 supplement. Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: Installed through walls at DATE: AUGUST 2022 the locations shown to 1) resist wind loads, and facilitate the Installation of v4tring between the prescriptive g electric service panel and � 2) are not contained in the rescrl tive design 2nd FLOOR SOLAR-READY SOLAR-READY provisions of the 2020 RGNY5 PLAN ROOF ZONES roof-mounted solar ROOF ZONES panels. were designed In accordance wlth ASGE 't-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur In the plans, they are A CTR ONACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TIO5.10] annotated "ENGINEERED DESIGN." _ 5 BWL A BWL B BWL G BWL D m 10'-4" I '-411 31_ 11 ' � V BwL1 -I-- ------------ ------ ---------.- --- ------ N ----- ----- - w - n. - - y WALL LINE BELOW �' °° ROOF BELOW i•,I GII �.,..,_. G l - o 2x10 RR AT I6 o.c. 2xi0 RR AT I6 o.c y 7 -- --:- . _ I O �_ ROOF BELOW p �.I (V ll alp , .• ------ _ ' 9 N V � F- t ROOF LINE Q � I � � � (s. Q cxv m z y , ' 9 i 1, ATTIC PATHWAY FOR SOLAR ELECTRIC [TIO3.8] - • pp INSTALL 2"� VERTICAL SCHEDULE SO PVG ----- ----J . � I xb RRCONDUIT r TEMPORARY PUGS OR GAPS AT EACH TEOIJ&H ALL KALL5 TO IRMI4NUS LL- �/ 6 [E3b02.3.21. LL N - ACCESS ROOF . .....,.... . - Q --- - --- ------- d _.__.._...._ _.......... 1 r- w --- II , ------------- a AG6E55 ROOF 1� _T N � \ �5 x 14 LVL STRUCTURAL RIDGE POST RIDGE DOWN TO BEARING `\ t 2x12 RIDGE ,. 12'-O" O -T N CENTER OR LE55 2xI2 RI Sr _.. EXTEND RIDGE TO I BWL 2 --_ _ ----------- --_-_- ---- 3_GII 3_61 - I------ ROOF BELOW I BEARING WALL AT o t D = 6-4 CEILIN65 - r , • � I ALL VAULTED � -! I 6 ~ SOLAR-READY ZONE [TIO3.3] `' -V IN�L PROVIDES 36" WIDE ACCESS PATHWAYS it FROM SAVE TO RIDGE WHERE SHOWN [R324.6]. THE SOLAR-READY ZONE SHALL \RRAT<1�6- REMAIN CLEAR OF OBSTRUCTIONS 5UGH A5VENTS, ETC, [TIO3.4] I " x L� �C'(TYPICAL-3) � 2x6 RR AT 16'xN � , ; � II/<5EGONI� 5TOfi�Y E3NL PLAN1� ry \.i, x I � �SCALE: 3/I6" = I ft2xlo RR Ar I6" o.c. WALL LINE r I `s 2x10 RR AT I6" o.c. 2x10 RR AT ib" o.c. _� ° � PORCH ROOF BELOW WALL LINE - I .. � ROOF LINE z m z Z TABLE R802.5.2 RAFTER/CEILING JOIST HEEL �U_ o z w a,b�c,'d,e,'g q V !� Q - � O JOINT CONNECTIONS U-1 a? o w GROUND SNOW LOAD{psf) < ul } cq ® O ROOF PLAN RAFTER 20f 30 � O � �} 9 d y BWL E BWL F BWL G BWL H SCALE: I/4" = I ft RAFTER SPACING Roof span(feet) N O X Q fi 6 SLOPE (inches) 12 20 28 36 12 20 28 36 n q 24-2 b number of 16d d e +--+ nails', e per heel joint splices',common 12 4 6 8 10 4 6 8 11 „ 3:12 16 5 8 10 13 5 8 11 14 !1 I I 1 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 L_l 4'-10" 3-'-0' 4'-4" I 12 3 5 6 8 3 5 6 8 Wind Adjustment Factors-Table R602.10.3(2) (p.187) 4:12 16 4 6 8 10 4 6 8 11 1. ...._ per Story 24 5 8 12 15 5 9 12 16 Up p, eJ ----- ----------------- _-- -�-L_) - - --- - -,_'' --`� 1-- " ----------------------- - ----- Numbered Lettered 12 3 4 5 6 3 4 5 7 % �/ + BWL 3 - 32'-l0" i I I I ! - Wall Line Wall 5:12 16 3 5 6 8 s Lines Comment 3 5 7 9 i 1 i I Category Exposure 2-Sty 4 7 9 12 4 I Exposure Categ 1 00 1 00 E s B• 2 S 24 7 10 13 ` Roof Eave-to-Ridge Height 1.00 1.00 10'-0" 12 3 4 4 5 3 3 4 5 712 *a t .�. t,t... v Story Height 0.95 0.95 9'-0" 16 3 4 5 6 3 4 S 6 OK Number of Braced Wall Lines 1.00 1.45 2. 4 24 3 5 7 9 3 5 7 9 . ' - -- Additional 800 lb Hold Down 1.00 1.00 NIA 12 3 3 4 4 3 3 3 4 1 = 1 I EL VLRED „�(� 3 1 2022 ; Gypsum Board Fastening 1.00 1.00 N/A 9:12 16 3 4 4 5 3 3 4 5 i Wind Factor Total 0.950 1.378 24 3 4 6 7 3 4 5 7 12 3 3 3 3 3 3 3 3 _ I �•I I ` ---i 12:12 16 3 3 4 4 3 3 3 4 q Braced Wall Bracing Braced Wall 130 mph Wind Factor Total Bracing 24 3 4 4 5 3 3 4 6 O O m Line Spacing Required Required Length Status O II- Line Method p g q Total q g Q n (ft) Bracing (ft) Bracing Provided (ft) For SI: 1 inch=25.4 min, 1 foot=304.8 mm, 1 pound per 1 WSP 27.08 6.42 0.950 6.10 17.67 OK square foot=0.0479 kPa. O t- N - - " a. 40d box nails shall be permitted to be substituted for 16d tL N I r _ 2 CS-WSP 27.08 5.42 0.950 5.15 20.33 OK p O O m �, p common nails. O z .p i i < " I ;;;( A GB 19.0$ 8.13 1.378 11.20 18.67 0K b. Nailing requirements shall be permitted to be reduced 25 ': X g q B GB 14.71 6.38 1.378 8.79 24.17 OK O ,' -- percent if nails are clinched. F- '`- I - { C GB 12.96 5.68 1.378 7.82 26.08 OK C. Heel joint connections are not required where the ridge is p r- _.. D CS-WSP 15.58 3.34 1.378 4.60 23.00 OK supported by aload-bearing wall,header or ridge beam. - m O 0., z d Where intermediate support of the rafter s provide y OL - _.._..._- -. - - vertical struts orlpurlins to a load-bearing wall,the d b O' tu O � . d- _ ...._ tabulated heel joint connection requirements shall be p Q Wind Adjustment Factors-Table R602.10.3(2) (p.1$7) pennitted to be reduced proportionally to the reduction in N 0 IU ZLU O Lower Story span. W Q IA z I ; Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joist Wall Lines Wall Lines Wall Lines Comment to ceiling joist lap splices. � Z m ---_-_-- _-_-______ ! _ _ _-_-_-_-_-_ _-_-_-_-_ _-_---_-_-_-_ - I _ f. Applies to roof live load of20psforless. �- Q BwL 4 --- ' ---�-- -- -.- ._.�..�..-.�..�.�,�.�.._.._.. � - - Exposure B g ,�- ,- Exposure Category xpos O � . . , t Tabulated eel joint connection requirements assume O Roof Eme-to-Ridge Heigh 1.00 1.00 1.00 10'-0' h that ceiling joists or rafter ties are located at the bottom StoryHeight 1.00 1AO 1.00 10'-0" Z I II I II - g of the attic space. Where ceiling joists or rafter ties are Number of Braced Wall Lines 1.00 1.00 1.30 2; 2-GAR; 3-DWEL located higher in the attic,heel joint connection V O I I �_r,;:._._._.__,... ,.._._.. _._,_,...._.....__,.........._. _.._._i Additional 800 lb Hold Down 1.00 1.00 1.00 N/A requirements shall be increased by the following factors: J Q F�- - - --- I Gypsum Board Fastening 1.00 1.00 1.00 N/A O w I - - - - - -- - - ---I ' Wind Factor Total 1.000 1.000 1.300 Hc/HR Heel Joint Connection Adjustment Factor IL In I I GARAGE DWELLING 1/3 1.5 O 1/4 1.33 J Ln Braced Wall Bracing Braced Wall 130 mph Wind Factor Total Bracing 115 1.25 FIRST STOfi�1' BNL PLAN Line Method Line Spacing Required Total Required Length Status 1/6 1.2 50ALE: 3/16" = 1 ft (ft) Bracing (ft) Bracing Provided (ft) 1/10 or less 1.11 DATE: AUGUST 2022 3 CS-WSP 27.00 10.45 1.000 10.45 45.00 OK where: 4 CS-WSP 27.00 10.45 1.000 10.45 25.58 OK E CS-WSP 24.17 4.83 1.000 4.83 19.67 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING F-GAR GB 24.17 9.96 1.000 9.96 10.00 OK above the top of the rafter support walls. ROOF PLAN F-DWEL GB 7.67 6.52 1.300 8.48 12.33 OK HR=Height of roof ridge measured vertically above the top of the rafter support walls. G GB 23.08 18.16 1.300 23.61 27.67 0K DRAWING NUMBER H CS-WSP 38.50 14.48 1.300 18.82 26.83 OK A -6 — t ROOF ( h^ ----------------------------------------------------------------------- ---------^----------------------^^----------------i 2x EXTERIOR WALL I Z I> p Im � t _ — _ - - - - - - -- -- - - - - -^�- - - - - - - - - -. - - -- - - - _.. - - - - - - - --- -- - - i z II I — R-30 BAIT INSULATION STUD TO FLOOR JOIST Ov ' STRAP 1X I 51MPSONAILS AT EACH END ---------------------------t ------------------------------------------------------- IL CEILING LAUNDRY 1 I I FAMILY BATH �— I — — — — MASTER BATH I 2x SOLID BLOCK d AIR-SEAL BETWEEN FJ Q 2x RIM BOARD uj U-I >1 I I > > I > 1 I I > 1 > 1 >1 > I > U) I =n I 1 i CANTILEVERED FLOOR J015T z _ ( _ NG WG cli WASHER I i I I LAV. I I I LAV. I LAV. TUB 1 i 1 TUB I ( i — 3(b" OSB 4 VINYL SOFFIT Q ( SHOWER I FLOOR J015T TO WALL: # (� 5IMP5ON H2;(5)-8d NAILS TO FJ d (5)-8d NAILS TO STUD 2nd FLOOR I I I I 1 j 2x EXTERIOR WALL ----^----- --'�-- ------^ --- -------- ------ fi---------- a ALTERNATE WHERE FJ/5TUD MI5ALION5: lWK :: � 2" W 3" W I-I/2" W r-- - I-I/2" W--- I-I/2" W 2" W --- 3:: W -- 2:: l„! �------------------------------------------------------- I 2 WFLOOR J015T TO PLATES: 2" H I I G.O. 2" W 3101,1 I I G.O. 2" W 3" W 1 i SIMP50N H2.5;(5)-8d NAIL5 TO FJ,(5)-8d NAILS TO PLATES --------- ------- -- ---------------------------------- I- j PLATES TO STUD: -------------------------------------------------------------- - ------------------------------------------------------� SIMPSON H2.5;(5)-8d TO PLATES, (5)-Sd TO STUD GEILIN6 — ——. — —. _ — — I O _ .— •_, _ _ _ _ KITCHEN —— — _ _ _ _ POWDER 2x ROOF RAFTERS AT 16" O.G. _ — — BATH— —� — — I USE 6ALV. HURRICANE TIE BETWEEN >1 >1 >1 >� — — — _ >I _ _ — — y i EVERY RAFTER AND THE ROOF BEAM — I _ I DETAIL AT FLOOR 2x CEILING JOISTS AT I6' v O.G. i I 1 u I I I I GENT I L���fi�'S SETBACKS USE ( NAILS AT RAFTER � KIT SINK � 1 WG � I WG I I HEEL JOIN JOINT CONNECTION ,n OW - LAV. LAV. SCALE: NTS ROOF BEAM (SEE PLAN FOR 51ZE) V 1 N � m I I ASSEMBLE WIRTHPIO-d NTARIELSTED TUB 1 12" O.G. 5TA66ERED ALONG LENGTH I I I Ist FLOOR i VENTED VINYL SOFFIT Ix8 TRIM BOARD ------------------------- --------------------- ------- ---- ----------------------------------- ---------- -------------- ------ --------- --- ----------------- 2" W 1-1/2" W 3" W - 1-1/2" W 3" IN 2'. W j UPLIFT CONNEGTIONS: 0518 6ALV. COIL STRAP G.O. 2° l"I G.O. 2" l I 3" W G.O. 2" W 3" W USE (2) AT EAGH POST, TOP t BOTTOM t 5/4"xb" DECKING ('l-)-IOd NAILS AT EACH END -- - - - ---- - -- --- - --- - -- --- ---- - -------------- --- ------------------------------------------------------------------ ----------------------------------------- -------------y PERPENDICULAR TOJOISTS GEILING G.O. 4" W 4" W " _L — (2)No.THREADED OODSGREW5 AT q W I—4:: I --{IF.A.I. EACH SUPPORTING MEMBER 4x4 WOOD COLUMN I i [R5O77] UG3B PRESERVATIVE TREATED REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (5EE PLAN FOR SIZE) I FLOOR JOISTS UG3B PRESERVATIVE TREATED (SEE PLAN FOR SIZE) A55EMBLE WITH TWO ROW5 OF IOd NAILS PLUMB I NO R 1 SER D I AORAM UO3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R50-7.5] ,/ I TO APPROVED SCALE: NT5 HOUSE TRAP i SANITARY SYSTEM GRADE cn I 4x4 WOOD P05T BASEMENT FLOOR j UG35 PRESERVATIVE TREATED Z PB444 HOT-DIPPED 6ALV. 1J-- P05T BASE ANCHOR 1 I 1 to W O Lu Lu M Z fv 12"4) x 6-0" HIGH P.G. COLUMN WITH (2)-#4 Z lT' Ll Z VERTICAL REBAR ON } z J,t O Z W lu TYPIA... ROOF R-39 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 � Z ASPHALT ROOF 5HIN61 F5 OVER 15# FELT OVER REBAR EACH WAY, REBAR 4" ABOVE (� iv ,— r p " STRUCTURAL PANEL 5HEATHIN5 OVERT BOTTOM ��l111.�JJtu 2x10 RAFTERS AT 16" D.G. < �Z Z O LU 1.75 x 14 LVL STRUCTURAL RIDGE R-3G 6" THICK GLO5ED-CELL SPRAY POLYURETHANE FOAM (5PF) (L Lu >" v W ® (3 WITH)'2' 6YP5UM WALLBOARD OR OTHER THERMAL BARRIER(R316.4] O (�/ <} V (SEE ROOF PLAN FOR P05T LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY (R316.6] T%*rP I GAL PORCH DETAIL � 12 SCALE= NT5 N 4 QQ z R C)O E TENSION 57RAF: < � WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP LLL 2x4 COLLAR TIE , AT 48" O.G. 1 j GABLE WALL INSULATION (OPTIONAL) 1 CONTINUOUS: R-5 I-INCH R161D FOAM XP5 CAVITY: R-13 2" 5PF re•,;""•°�"•. (BEYOND SECTION) SEALED ATTIC (INDf �GTLY CONDITIONED) 2" 5OLID SMOKE k G.O. WOOD BLOCKING MTS3OG STRAP-TIE 2x8 GJ AT 16" O.G. I 0 C� DETECTOR IN ATTIC EACH RAFTER - :t V NOTE: ALL DUCTS SHALL BE «`( }I TYPICAL EXTERIOR WALL R-20 :� I-I/4 WIDE 20-GUAGE 3? `�5��, LOCATED IN THE ATTIC, 1/2 GYPSUM I:_O:: L r ► ' 2x4 STUDS AT 16" O.G. GALVANIZED STEEL STRAP INTERIOR SEGOND STORY -j BOARD FIN15H EACH SIDE OF WINDOW AND : .� ` ^•t u`""a � ,-"' 1=Tfi� TO STUD : (2)-2x4 TOP PLATE;2x4 SOLE PLATE WALL CAVITIES AND SECOND „ WRAP STRAP OVER RAFTER (2)-2x8 HEADERS UNLE55 OTHERH15E NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 DOOR OPENINGS. INSTALL ''e,•a„:l (:• of R-15 UNFAGED FIBER&LA55 BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. STRAP FROM TOP OF TOPe"`'• (4) 8-d COMMON NAILS AT EACH END OF STRAP o AUGVINYL SIDING OVER HOUSEWRAP OVER R-5, I" XP5 INSULATION PLATES TO JACK STUD. ,' 1r E 3 Z022 ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED OVER I/2" STRUCTURAL PANEL SHEATHING GS-WSP J dJ D`^TI LPED MINIMUM LENGTH BELOW IAW MANUFACTURERS SPECIFICATION r , HEADER = LENGTH ABOVE WHERE RAFTER ALIGNS WITH STUD Lu HALL LAUND BOTTOM OF HEADER BEYOND SECTION (2)4-15 x 11.875 LVL " ry m DOUBLE-FRAMED p 3/4" SUBFLOOR Q to STAIRWELL (TYP) p p m N 11.&75 TJI-560 FJ AT I6" O.G. R-13 2" 61-05ED-GELL O F" 5PF AT RIM J015T p >r r TYPICAL INTERIOR WA,I L L I I Z u- r 2x4 STUDS AT 16" O.G. I (2)-1.75 x 11.875 1/2" GYPSUM 11 (2)-2x4 TOP PLATE;2x4ISOLE PLATE 1 I LVL FL HDR 130ARD FINISH ALL .JTUD TO Y�41""tLL ST"L.�D : Ya GYPSUM WALLBOARD O BOTH SIDES Y `� STRAP OVER OR UNDER SHEATHING Ist FLOOR PLATFORM (4) 8-d COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER R-13 2" GL0 AT RI J 1PF 2x8 PLAT I 1 O Q �✓ — 5/4" PLYWOOD 5UBFLOOR AT RIM 015T SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 2 x 12 FLOOR JOISTS AT I6" O.G. I I o m OL z ` TENSION STI`?AP I NO z IL GROSS BRIDGING AT MID5PAN o Zw u 1/2" GYPSUM I I HALL PANTRY AT NALL OPEN I NC 5 lu SILL CONSTRUCTION: BOARD 2x6 P.T. NG3B) SILL ON TERMITE SHIELD FIN15H I I SCALE: NT5 N J F- < Z Z ON SILL 5EAL WITH 1/2 ANCHOR BOLTS FINISHED FLOOR Lu W Q W < U1 (SEE TYPICAL WALL DETAIL) STAIRS _ O N Q lu j v x 11,515 FINISHED GRADE nn O i!- LVL GIRDER I/2" GYPSUM FIN15H GRADE - BOARD FINISH SLOPE 6" IN 10' MIN. AWAY FROM BUILDING (4)-3/8" LAG SCREWS -j p STUD TO SILL PLATE : o BASEMENT v WRAP STRAP UNDER SILL PLATE PER CODE 2x8 PLAT (I NRu RE TL CONDITIONED) F- (6) 8-d COMMON NAILS AT EACH END OF STRAP cc Oju N N dJ L7 HEIGHT R-II BLANKET WALL SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 Q INSULATION AS MANUFACTURED BY u- (�`� o f/ Q GERTAINTEED CORP. A5TM E84 MAX. • a ' —'k FLAME SPREAD INDEX 5 25 a'• r' • BOARRD SUM ;r MAX. SMOKE DEVELOPED INDEX 50 O '• .•Q n . FINISH qu 4" P.G. FLOOR 5LAB TOP OF BASEMENT 5LAB DATE: AUGUST 2022 10" POURED CONCRETE FOUNDATION STEM WALL 48" x 48" x 14" DEEP SECTIONS 8 P.G. FOOTING DETAILS • VERTICAL REINFORCEMENT: NOT REQUIRED FOR SAND d GRAVEL SOILS (6W,GP,5W, SP) w/#5 REBAR AT 8" ON-CENTER E.H. HORIZONTAL REINFORCEMENT: #4 REBAR AT MID-HEIGHT OF WALL STORY H I O H—N l ND UPLIFT ST APP I NO ONE TOP BAR WITHIN 12" OF TOP OF WALL SCALE: NITS UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING DRAWING NUMBER MINIMUM 3'-0" BELOW GRADE SECTION A NOTE: ALL METAL STRAPPING SHALL BE 11/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). SCALE. 1/4" = I ft A -7 STRAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL GODS OF NEW YORK STATE m RIOI.I UNIFORM CODE, All work shall conform to the New York State Uniform Fire Prevention and Building Code - 19 NYGRR and publications Incorporated by reference therein. ZO TABLE R3HIC D) WIND COMPLIANCE PATHWAY NOTES RI052 BUILDING PERMIT: A building permit shall be Issued the F- CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ' WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work A copy of the building permit v GROUND SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DE51ON WIND 5PEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL hit s:/Mazards.atcouncil.or FOR THE PROJECT LOCATION: until project completion. Speed Topographic Special wind Windborne HAZARDS https..//hozards.otr-ounc.1l.org N LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.11-710 W '72.5'1510 THI5 NEW RESIDENTIAL STRUCTURE UTILIZES RI06.3 DE516N PROFESSIONAL: A Certificate of Authorization is z0 WIND DE51ON 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION filed with The State Education Department entitling D'Amoro v 25 psf 128 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R301 2(5)B FOR FLOOR FRAMING AND ROOF FRAMING. Engineering and Surveying,P.G. ("Designer") to provide professional engineering services. However,the Designer has O MANUAL J DESIGN CRITERIA- Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 50 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, supervision nor inspection,and therefore Is not res on5lble R301.2(3)] IL AFFIX THI5 SIGN IN ACCORDANCE WITH p Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE IG NYGRR PART 1265. for work performance of the builder. The builder shall Elevation Latitude heating cooling factor temperature cooling difference Immediately notify Designer, In writing, if there Is any COMPONENT AND CLADDING LOADS [TABLE R501.2(2)] DO NOT discrepancy found between field conditions and plan 32 ft 410 North 150 99%outdoor DB 850 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R501.2(5)] �� dimensions,especially with regard to exl5ting construction. z0 N MAIN ROOF UPLIFT CONNECTION FORGE = 200 plf (25'-0" roof R3o1.2.1 WIND DESIGN: In accordance with Figure R3o1.2(5)B,wind cr Cooling temperature Wind velocity Wind velocity Coincident Winter Summer _ itch rester than 5:12) [TABLE R8O2.111 design Is not required. This building is designed in p y y Daily range span, 140 mph, p g � difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 pif accordance with the w►nd provisions of the 2020 RCNY5. cr 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) - WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 80 plf Q R3012.12 PROTECTION OF OPENING This building In not located Q 1, UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. OF ALL BRACED WALL PANELS [R602.5 5]. R3012.4 FLOODPLAIN: This building Is not located In a flood # hazard area. R3015 LIVE LOADS: Minimum uniformly distributed live loads: Attics without storage 10 psf,Attics with storage 20 psf, O Balconies 4 decks 40 psf, Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf,Stairs 40 psf TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) R30110 ROOF LOAD: Roof Design Load is based on the greater of the Ground Snow Load (25 psf,applied per A5GE-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b,c SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER b,c SPACING AND LOCATION NOMINAL MATERIAL a,b - design corresponds to the 30 psf ground snow load column to THICKNESS DESCRIPTION OF FASTENER AND LENGTH Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) support (inches) (inches) R301.b NOMINAL SIZES: Dressed lumber dimensions speUfled on t t " " (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 2 x 10�113 ), or 4-8d box(2/ x 10.113 ),or P 9 or 3-8d common(2 2 x 0.131 ),or Wood structural panels,subfloor,roof 9 and wall sheathing to framing and particleboard wall sheathing to framing (LVL,PSL, hoists,gtu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-8d common(Z/ x 0.131 ) Toe nail 21 Joist to sill,top plate or girder Toe nail 3-1 Od box(3"x 0.128");or 3-1 Od box(3"x 0.128");or Staple 15 ga. 1 % 4 g R302.1 FIRE-RESISTANT EXTERIOR WALL5: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nails t projections shall be located at least 5 feet from lot Imes and Up to 0.097-0.099 Nail 2/ 3 6 are not fire-re5lstance rated. 4-8d box(21/2"x 0.113"); or 8d box(2 2" x 0.113") 4"o.c.toe nail Staple 16 ga. 1 %4 3 6 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 3-8d common(2 2"x 0.131")' or Rim joist,band joist or blocking to sill or top plate 8d common (2 2"x 0.131")•or 0.113 Nail 2 3 6 WALLS AND CEILIN65: Gypsum wallboard Is a Glass A finish 2 Ceiling joists to top plate 3-1 Od box(3"x 0.128");or Per joist,toe nail 22 (roof applications also) 1 Od box(3"x 0.128");or 6"o.c. toe nail t%2 and x Staple 15 and 16 ga.2 4 8 having a F51 = 15 (req'd max. 200)and a SDI = 0 (req'd max. 450);and complies with Code. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail 2 4 4 8 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR Ceiling joist not attached to parallel rafter, laps over 4-10d box(3"x 0.128");or 3-8d box(2 2"x 0.113"); or Staple 14 ga. 2 4 8 INSULATION: Exposed Insulation that is not installled in 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 %" x 0.162");or Face nail 2-8d common(2 2"x 0.131"); or Staple 15 ga. 1 / 3 6 concealed spaces having substantial contact with cavity R802.5.1(9)] 4-3"x 0.131") 23 1 x 6 subfloor or less to each joist 3-1 Od box(3"x 0.128");or Face nail 2%2 and a surfaces shall have a F-5I 525 and a 501 � 450. See plans 0.097-0.099 Nail 2/a 4 8 for exposed Insulation values. V crown, 16 ga., 1 %" long Stale 16 a Ceiling joist attached to parallel rafter(heel joint) 2 staples, P g 2 4 8 R302.11 FIRE BLOCKING: Use approved material to fireblock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box(3%2"x 0.135"); or Staple 14 ga. 2%q 4 g around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder I „ Blind and face nail 2-I6d common 3/ x 0.162 t where otherwise specified by the 2020 RGNYS. ( ) 0.113 Nail 2/ 3 6 4-1 Od box(3"x 0.128");or 25 2"planks(plank&beam-floor&roof) 3-16d box(3%"x 0.135")• or At each bearing, face nail 1 Staple 15 ga.2 44 8 R302.12 DRAFTSTOPPIN6: Not needed for this project. 5 Collar tie to rafter,face nail or I i/q"x 2 t „0 ga. ridge strap 3-1 Od common(3"x 0.148");or Face nail each rafter 2-16d common(3 x 0.162) 0.097-0.099 Nail 2 4 8 R302.I3 FIRE PROTECTION OF FLOORS: Not needed for this to rafter ,: :, e project under Exception 4. 4-3 x 0.131 ) 3-16d common(3 %2"x 0.162");or SPACING O FASTENERS 4-1 Od box 3"x 0.128" • or NOMINAL MATERIAL a,b R302.14 GOMBUSTIBI� INSULATION CLEARANCE: Recessed t „ ( ), DESCRIPTION OF FASTENER AND LENGTH d luminaires shall be 10-rated I/A/W N1102.4.5 with separation 3-I6d box(3/ x 0.135 );or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist :: :: End nail THICKNESS Edges Body of panel p 4-3 x 0.131 nails;or (inches) from insulation per listing. Z 6 Rafter or roof tna.;s to plate 3-1 Od common(3"x 0.148");or (inches) inches inches nail on opposite side of each rafter 4-3"x 14 ga. staples, %6" crown ( ) (inches) 4-1 Od box(3"x 0.128");or R30b.4 HAZARDOU5 GLAZING LOCATIONS: Tempered glass or � � I 4-3"x 0.131"nails or truss f h other approved safety laze material shall be installed In OO Nail each layer as follows: 32 o.c. Floor underlayment; plywood-hardboard-particleboard -fiber-cement pp y glazing 20d common(4"x 0.192");or and adjacent to door panels;within 60 Inches of wet surfaces; � � m WW at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. rr� m Z IU 4-16d box(3 2"x 0.135");or V 3-10d common(3"x 0.148");or Toe nail 1 Od box(3"x 0.128"); or 24" o.c.face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R3Oa.l GARAGE FLOOR 5URFAGE: Garage floor shall be 5-Inch Z J O z w 4-10d box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-Inch per foot toward vehicle ip -rn - - Roof rafters to ridge,valley or hip rafters;or roof rafter OZY 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. [a V - And: Staple 18 ga., 8 long,4 crown v r O O 7 :: :� . finished floorin other than ills 3 6 R310 EMERGENGY ESCAPE AND RESCUE OPENIN65: It is the Z LU O Z d to minimum 2 ridge beam 2-20d common 4 x 0.192 or ( g ) _ g 3-16d box(3%2"x 0.135");or ( )° Face nail at ends and at each splice % builder's responsibility to verify that window units supplied by < LU A- ,: ,: . 3-1 Od box(3"x 0.128");or 1 t/long x.121 shank x .375 head diameter corrosion-resistant the manufacturer comply with tfie dimensional requirements for 0- W ® O 2-I6d common(3 i/i x 0.162 ),or g J O 3-1 Od box (3"x 0.128");or End nail 3-3"x 0.131" nails 8 8 emergency escape and rescue openings where required. (galvanized or stainless steel)roofing nails(for ills finish) � � m !X 3-3"x 0.131"nails 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws R311.1 STAIRWAY5: Interior stairways shall be pre-assembled � O O a X 4-I6d box(3�"x 0.135");or g g wood units. The maximum riser height shall be b-I/4 Inches and N O Wall 28 Ledger strip supporting joists or rafters 3-I6d common(3%"x 0.162");or At each joist or rafter,face nail (for ills finish) � Q Ll the minimum tread depth shall be Inches,plus nosing where Z 16d common(3 t2" x 0.162") 24"o.c. face nail 4-10d box(3"x 0.128");or Plywood required. Provide handrails per Code. < Qj 8 Stud to stud(not at braced wall panels) 1 Od box(3"x 0.128"); or 4-3"x 0.131"nails 1 t/ring or screw shank nail -minimum R3I2.1 Gl1AR05: Walking surfaces more than 30 inches above 16"o.c. face nail 5 t 3 6 grade,and steps loading thereto, shall have guards that x 3"x 0.131"nails 2-1 Od box(3 x 0.128 );or 2-8d common 4 and/6 12 2 ga. (0.099 )shank diameter conform to Code, y� 29 Bridging or blocking to joist t „ „ , Each end,toe nail I6d box(3 12"x 0.135");or (2 2 x 0.131 ), or 2-3 x 0.131 nails Staple 18 ga., H,%6 crown width 2 5 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3122 WINDOW FALL PROTECTION: W►ndows with sills less than 3"x 0.131"nails SPACING OF FASTENERS tt 3 is t I t/ring or screw shank nail-minimum a 24" above finished floor and greater than 72" above grade corners(at braced.wall panels) /2,/, /2 and/2 6 8 shall be protected per Code. I6d common(3 2" x 0.162") 16"o.c. face nail DESCRIPTION NUMBER AND [ntermediate 12 y2 ga.(0.099 )shank diameter I6d common(3 �'2'x 0.162") 16" o.c.each edge face nail TEM OF BUILDING ELEMENTS TYPE OF FASTENERa,b,c Edges h supports',' 1%ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: interconnected _ (inches) 3 6 smoke alarms,carbon monoxide alarms, and heat detection 10 Built-up header(2"to 2"header with IZ"spacer) "'� i .• .'°" 16d box(3%2' x 0.135 ) 12" o.c.each edge face nail (inches) t%2, ,2%2 and%q 12 2 ga. (0.099")shank diameter alarms shall be installed at all locations shown on the plans. 5-8d box(2%2" x 0.113"); or Wood structural panels,subfloor,roof and interior wall sheathingto framing and particleboard wall sheathing to framing Staple 16 a., 1%2 6 8 « �'q ^ ,• SfM ++ g p g g p g R315 CARBON MONOXIDE ALARMS: Install at all locations F 11 Continuous header to stud 4-8d common(2 2"x 0.131");or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] Hardboardf specified on the plans. 4-1 Od box(3"x 0.128") 30 �1 -�" 6d common(2 x 0.113 )nail 6 12f as pressure preservative- 12 long ring-grooved underlayment nail 6 6 R317 WOOD DECAY PROTECTION: Lumber specified In the plans ,� ','-�t- ;�,s .,\• � #„t, t t treated (P.T) shall be 1n ::x 0.162:: 16�:) o.c. face nail (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 16d common(3 { accordance with AWPA Ut for the intended use and location. *..,- 12 Top plate to top plate 1Od box(3"x 0.128");or 31 19/2"- 1" 8d common nail(2 2"x 0.131 ) 6 12' Staple 18 ga.,a long(plastic coated) 3 6 Fasteners shall be hot-dipped galvanized steel,stainless } ' ? ,� „ 12 o.c. face nail steel,silicon bronze, copper or 1/2" diameter or eater 3 x 0.131 nails I/ IOd common(3 x 0.148 )nail;or Particleboard �' 32 1/ 1 7q steel bolts. 8d(2 2"x 0.131")deformed nail i 4d ring-grooved underlayment nail 3 6 R401.4.I 6EOTECHNICAL: Footings and foundations shall rest on I / r AUG 3 1 2022 8-I6d common(3 2"x 0.162");or Other wall sheathings Staple 18 ga., %long,%6 crown 3 6 undisturbed soil with a mintmvm load-bearing value of 2,000 Face nail on each side of end joint psf. Visually graded soils that have this load-bearing value 12-16d box(3 2"x 0.135");or ,: i :, 1 t2 galvanized roofing nail, /6 head 3 6 6d ring-grooved underlayment nail 6 10 Include 6W d 6P-gravel and sandy gravel;6M d 6G-siity and 13 Double top plate splice ( ) (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 4" long Staple 16 ga., 1 %long,3/crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;5M d SG-silty 12-lOd box 3"x 0.128" ;or � d 1 each side of end joint) an c ayey sand. Unsuitable subsoil material encountered 12-3"x 0.131"nails 1 X"galvanized roofing nail, %6"head t 5 6d ring-grooved underlayment nail 6 10 dvrtnq excavation shall be excavated and replaced In-situ A 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 ga., 1 %q" long 3 6 2' / Staple 16 ga., I %long,%crown 3 6 with %4" crushed stone to a mintmvm depth of b Inches or ROBE. O m 16d common(3 Y2' x 0.162") 16"o.c. face nail d 1 t/2" galvanized roofing nail; staple galvanized, R402.2 CONCRETE: Basement walls,foundation walls,exterior 1=- Bottom plate to joist,rim joist,band joist or 35 2 gypsum sheathing „ t „ 7 7 walls and other vertical concrete work exposed to the t 14 I6d box 3 t "x 12 long; 1 / screws,Type W or S For SI: 1 inch=25.4 mm. weather shall be air entrained stone concrete with a minimum t` r blocking(not at traced wall panels) ( �/2 0.135 ),or 12"o.c. face nail s „ compressive strength of f',=3,000 psi at 2b days. Porches, m 3 x 0.131 nails s „ d I / galvanized roofing nail; staple galvanized, P 9 p O tL >; 36 / gypsum sheathing 1 $/" long; 1 g" screws,Type W or S 7 7 a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. carport slabs and steps exposed to the weather,and garage 613 3-I6d box 3 2"x 0.135" ' or 3 each 16 o.c. face nail yp floor slabs shall be air entrained stone concrete with a m Bottom plate to joist,rim joist,band joist or ( ), Y g b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. mintmvm compressive strength of f'c,=3,500 psi at 2b days. ,0�.Z `9 IS 2-16d common(2 2"x 0.162 );or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater.blocking(at braced wall panel) 4-3"x 0.131" nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail;or R403.1.4.1 FR05T PROTECTION: Exterior footings and foundations Q • .fl 37 3/4" and less t „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shalt extend below the frost line, i.e.,to a minimum 4-8d box(2 2"x 0.113");or O t- 8d common(2 x 0.131 )nail d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 5'-0" below finished grade. T O _ 8d common(2 "x 0.131")nail' or e. For 5-ply panels,intermediate nails shall be spaced not more than 12 inches on center each way. - m O 3-16d box(3 2"x 0.135"); or 38 3/8""- 1" 2'/ 6 12 R404.1.7 BACKFILL: Backfill shall not be placed against m 11 � 4-8d common(2 2"x 0.131"); or Toe nail 8d deformed(2 72 x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top _ O 0 ![1 :: :: :: Specified alternate attachments for roof sheathing shall be ermitted where the ultimate design winds eec is less than and bottom of wall during backfill placement. Z lizl _Q 4-10d box(3 x 0.128 ), or I/ 1Od common(3 x 0.148 )nail;or 9 p g p g p 00 u� Q p p 4-3"x 0,131"nails 39 1%" - I]q" 8d deformed(2 2"x 0.120")nail 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber O j 16 To or bottom late to stud the spacing listed for panel edges. shall be Douglas fir-torch No. 2 or better. Laminated veneer N - Z = h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus J E- Z 3-I6d box(3 2"x 0.135"); or Y g D' ,. � tU Q t1 For SI: 1 inch=25.4 min 1 foot=304.8 min 1 mile per hour=0.447 m/s' I ksi=6.895 MPa. E=2.0 x Io 6. 2-I6d common(3 2"x 0.162"); or � : P � � � ui � 3-10d box(3" x 0.128");or End nail R602 WOOD WALL FRAMING: Load bearing dimension lumber shall � , \ .X 3-3"x 0.131"nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum �- 0- O �J `�• TABLE R602.3(3) RE REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3 Standard or stud grade lumber. _[ sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of Q UL 3-10d lox(3"x 0.128"); or ,� a,b,c 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch, and 100 WALL SHEATHING USED TO RESIST WIND PRESSURES R7o2 3 GYPSUM BOARD: All Interior walls to be covered with YY t-Z 17 Top plates,laps at corners and intersections 2-16d common(3 Y2"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,spackled and painted;unless otherwise 3-3"x O.I31"nails noted on plans. O O b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R703.3 SIDING: Exterior wall covering shall be vinyl siding tested 3-8d box(2 2"x 0.113"); or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL sit 9 y 9 V d STRUCTURAL WALL STUD SPACING by the manufacturer for use In high-wind regions and installed -i lU 2-8d common(2 2"x 0.131");or d. Four-foot by 8-foot or 4-foot by 9-foot panels shall be applied vertically. PANEL (mph) with fasteners in strict accordance with the manufacturer's O 18 1"brace to each stud and late 2-10d box 3"x 0.128" ; or Spacing O PANEL SPAN SPACING to p Face nail e. S acin of fasteners not included in this table shall be based on Table R602.3 2 . THICKNESS instructions for high-wind regions. Use Stainless steel nails for u--� ( ) Penetration RATING (inches) Edges Field Wind exposure category g 9 tL N f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size (inches) ) fastening vinyl siding on buildings located within 3p00 feet of 2 staples 1 %q" (Inches) ) (inches o.c.) (inches o.c.) . a � g C D the ocean Tine � inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less O ' 3-8d box(2 2"x 0.113");or than 130 mph and shall be spaced 4 inches on center where the ultimate design wind speed is 130 mph or greater but 6d Common s R502.1 WOOD ROOF FRAMING: Load bearing dimension lumber t " • 2.0 x 0.113" 1.5 24/0 / 16 6 12 140 115 110 for rafters, trusses,roof beams and cellin joists shall be 2-8d common(2 2 x 0.131 ),or less than 140 mph. ( ) g 19 1 x 6 sheathing to each bearing 2-10d box(3"x 0.128");or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. g• Yp g 8d Common 16 6 12 I70 140 135 2 staples, V crown, 16 ga., 13/" long sheathing shall conform to ASTM C 208. (2.5"x 0.13 V 1.75 24/16 %6 24 6 12 140 115 110 R506 ROOF VENTILATION: Soffit vents shall be provided with a minimum net free ventilating area of Xso of the area of the DATE: AUGUST 2022 �� � h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required vented space within the soffit. Attic is umrented. 3-8d box(2 y2 x 0.113 ),or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2 2"x 0.131");or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: 1 inch=25.4 min, 1 mile per hour=0.447 m/s. Rg05.2 ASPHALT 5HIN&LES: Asphalt strip shingle, wrappers shall Pp Y g q g g g p g P rp �' � "9 Pp 3-10d box(3"x 0.128");or be labeled to indicate compliance with ASTM D-715b Glass 6 the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be NOTES 3 staples, 1"crown, 16 ga., 1 3/" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three- 1 plywood sheathing with studs spaced more than 16 accordance with ASTM the ma-3161 nufacturer's F,and shall hall be fastened achieve g P P pp p Y l Yam' g p 20 1"x 8" and wider sheathingto each bearing Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minlmum of SIX nails per strip shingle. use g Wider than 1 x 8 b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 5,000 feet of 4-8d box 2 2 '"x 0.113" • or one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on saltwater. ( ) osite side of the rafter shall not be required. Lateral bracing requirements shall be in accordance with Section R602.10. DRAWING NUMBER 3-8d common(2%2"x 0.131"); or j• the the opposite 1 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY. All combustion air for factory-built 3-1Od box(3"x 0.128");or span rating. Plywood siding rated 16 o.c.or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling A - a In accordance with the UL listing. 4 staples, V crown, 16 ga., 1 4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Yz")at Load bearing or braced/shear wall above(must stack over wall below) Load bearing or braced/shear wall above Plate nail, 16d(0.135 x 3 Y") 12"on-center 9 Plate nail, 16d 0.135"x 3%") 7 „ , at 16"on-center at 16"on-center When sheathing thickness exceeds 8 , 2x_stud wall at Floor panel nail- Blocking panel: 1/8"TJM Rim Board,1 (must stack over wall below when present) ALLOWABLE HOLES - TJ 1® Joists trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Yz" at 6"on-center Ya"TimberStrand® LSL or TJI®joist. No load bearing Z Blocking parcel: Web stiffener ( ) wall above any hole in be cut Q 1�"TJ®Rim Board,1%" Plate nail-16d(0.135"x 3%") K27Min.distance from Table A Min.distance from Table B Y required on both Web stiffeners required on g p TimberStrandO LSL or at 16"on-center* q 2x4 minimum Web stiffeners Do NOT anywhere n web out- Blockin panel: side of hatched zone ~ sides at A2W ONLY 1Ya"TJ®Rim Board, cut or notch flange. Sheathing both sides at A3.4W ONLY squash blocks required each side , „ TJI®joist Floor panel nail- 9 1/a TimberStranda LSL 8d 0.131"x 2Y2" at 6"on-center* boundary nails, at B3W ONLY ®. ( ) 8d(0.131"x 2Y2")a 1Ya"TimberStrand or TJI joist O •• Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %6" Web stiffeners nail each side at A3._W B1 B1 W required on both V Toe nail-10d(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x Lz Dz 6" 6" Toe nail, Toe nail, 1Y8"TJs Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No neldcut Do not cut O ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3' TJI®rim joist thickness exceeds 7/8", 12„ Web stiffeners re uired DON T holes in (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center only}or min q End of joists at hatched meets requirements for hatched1!/2' IL 1Ya"TimberStrand® LSL. film sheathing tongue 3 „ on both sides at B1 W cur holes In cantilever except knockouts) q than In I . . For rim board thicker than 1/a centerline zones round or s uare Holes. zones cantilever TJI®rin,joist at rim board and 62W ONLY reinforcement. q Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Support Toe nail-10d(0.131"x 3") required on both Must have 13/4"minimum Installproper locking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp at 6"on-center 9 * sides at Al W ONLN * joist bearing at ends. Attach �c support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2W Blocking panels may be required with braced/shear 63 B3W with braced/shear walls above or g4 B4W Minimum distance from edge of hole to inside face of nearest end support 0 N se rim joist per A3 detail. 8(9(9(9 nail from side of parallel closure into rim board. walls above or below-see detail B1 below-see detail B1 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE �O JOIST TJI• c� *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 eA3.3 *For additional installation specifications see Rim Board A3.4 A3.4,k DEPTH z' 3^ a" s~ sY:" 7~ a�/' 1t" +3~ z" s~ a" s' sy 7' s�/" ++" 13"W W Details and Installation in Weyerhaeuser Installation Guide O / ® s Nail©hoist b-withtit row wood backer and Il IOO 1 1 110 1•-0" 1'-6„ 2'-6„ T-0" 5'-0,, t,-0" 1,-6" 2,-6^ 3,-0" 4,-0" i- Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. 1 a'TJ Rim Board or 1/a"TimberStrand LSL. Blockin TJI joist web with 2 rows 10d(0.148"x 3") ,� t t for Floor and Roof Framing,TJ-9001. 9 1. 2+o r-o" r.6^ r-6^ 3'-0^ s'-s^ r-o" 2'-0" z'-6" 4'-0" F-0^ pp 9 Nail with 10d(0.131"x 3")nails,one each at panel nails at 6"on-center,clinched. 9� 230 r-6" 2'-0" 2'-6" T-6" 5'-6" 1'-0^ r-o° 3'•0^ a'-6" s-o^ Q ff5 top and bottom flange.Nail to blocking panel Use 16d(0,135"x 3Y")nails with 31z"TJI® 360 1'-6" 2'-0" T-0" 4'-0" 6'-0" 1'-6' 2'-6" T-6' 5'-D" 5'-6- with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-6" T-6" 5'-0" 7'-0" r•o" T-0" 4'-0" 5'-6" 6'-0• 6'-0"length of TJI®joist 8"diameter maximum hole for 117/"- , " t schedule. 110 r-0" r-0" t'-s" 2'•0" 2'-6" T-0" 5'-6• r-0" 1'-6" 2'- " '-6" 4'-6- 5'-' '- " # reinforcement and filler 16"deep blocking panels;6"diameter 1/ TJ®Rim Board 1/a"TimberStrand® 210 r-0" r-6" 2'-0• 2'-0" T-0' 3'•6" 6'-0" 1'•0" r-6" 2'-6" T-0" 6-0" 5•-6" 6'•&' _ 4'-0"length of 8"diameter maximum hole for 11%a"- block.Use 4'-0"length maximum for blocking panels 9Y2"deep LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 117/8- 230 1'-0" 1'-6" 2'-0' 2'-6- T-0' T-6" s'-6' ,'-0" 2'-0" 2'-6" T-6" 5'-6' F-s" T-0" %"reinforcement on " , „ 7 " ® one each at top and bottom flange. , „ 360 1'-6" 2'-0" T-0" 3'-s" 4'-6" 5'-0" 7'-0" 1'-6" 2'-6" 3'•6" 4•-6" 6'-6" '-6' T-6" J 8"diameter maximum hole for 11 16"deep blocking panels;6 diameter with 9/z and 11/ TJI or shorter than 12"long. with one 8d(0.131"x 2/2 ) J-1 one side at E2,both maximum for blocking panels 9Yi' joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to sso 1'-6" 2.-6" 3'-0" 4'-0' V-6" 6'-0" T-0" v-s" 3'-s" 4'-6' S'-0" T-0" 7'-0' 6'-0" Web stiffeners 7/a"-16"deep blocking panels;6" g p with one 8d 0.131"x 2Yz") +10 r-o" r-o^ 1'-0" r-o" r-6" 2'-0° 3'-0" s'-s" 1'-0" r-o^ r-s" a'-o" 3'6" a'o" s'o" 6'-0• sides at E3 deep or shorter than 12"long. ( Horizontal blocking uniformly 210 r-o^ r-o^ r-o° r-s° r-o^ r-6" 3'-6^ s'-o" 1'-0" r-o" r-o" r-s" a'-o" 4'-s" s'-s" a-6~ �-- *minimum d from above required on both diameter maximum for blocking 1Y8"TJ®Rim Board 1Y" nail at each comer Do not cut flanges. panels between each loaded joists 14" z30 1'-0" r•0' 1'-0" 1'-6" 2'-6" 2'-6" 4'-0' 7'-0" 1'-0" 1•-0" 2'-0" T-0" 4'-0" 5'-0" T-0" 9'-0" sides at E1 W ONLY panels 9%"deep or shorter than TimberStrand®LSL.Nail with joist. Nail to top plate with only. 360 1'-0" 1'-0' 1'-6" 2'-6" T-6" 4'-0" 5'-6" a'-0" 1'-0" ,'-6" 2'-6" 4'-0" 6'-0" s'-6' 8'-0" 9'-6- v , 12"long. 10d(0.131"x 3")nails,one 12"length of%4" connections equivalent to Wood 91 �d` 560 r-0" r-o" 2'-0" 3'-0" 4'-6* s-o" 6'-6" 9'-0• r-6' T-0" 4'-0" 6-0" 7'•0" 7'-6' 9'-0" 1o'-0" Y6"l Do not cut flanges. 1Ya"TJ®Rim Board or 1Y4" each at top and bottom flange. reinforcement on floor panel schedule. backer ad`�`Jet ��.)1 210 1'-0" t'-o" 1'-0^ no" r-o^ 1'-s° z'-6" 3's° s'-o° r-o" r-o° r-o" 2•o~ 3'-0° 3-s" s'-s" 8-0" ,r-o" O TimberStrand® LSL.Nail with 12"length of 3/4" `\�`e et oa�ti�\oadyo 16" 3so 1'•0" 1'-0" 1.0" 1 0" 2'6" 2'-8" 4'6" 6'6" 9'-0" 1-0" 1'-0" ,-6" 3-0" --0" 5'-6* one side at E5, 10d(0.131 x 3")nails,one Attach reinforcement to both sides at E6 1Iti •�eJ each at top and bottom flange. joist web with 3 rows Full depth vertical reinforcement on one side ��ti� �a ���{o sso 1-0" r-0' r-0• 1'0" x-6" 3'-0" s-o" 7'6" 10-0° r-o" z'-o" 3'-0• a'6° s'-s" T0. 10'-0" ,r-o• 12-0" blocking between at ET both sides at E8 F1 der° _ 10d(0.148"x 3")nails at 6" g 4" 5" 8" 7" 8" 10" +2" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" Attach reinforcement on-center,clinched.Use 2 each joist 360 r-o° r•o" r-o^ ,'-°° z'•o^ a'-o" 5-s" ,a-o• r-°° r-s" 3'•0" a's° s'-o° 10'-0" ,r0" 13'-6" 0 Less than 5" 16" squash blocks „ to joist flange with 2 \�d` rows with 9Y2"and 11%" Less than 5" E7 E8 sso r-0" r-o" 11.0. r-0" r-o~ a'-6^ r-o• 1r-o^ 2'-0" 3'-s° s-o^ s'-6° e'-o" 1r-o^ t2'-o" 14'-6" 0 8d(0.131"x 2Yz")nails at 6" ak TJIsjoists. 360 1'•0• r-o^ ,'-o* r-0" V. 2'-0^ a-o" r-°" 1o's" r-o" no" r-6" 3'-a' 4'-6^ 8'-0" ,r-s' 1a'-o• ,s-s" ® 2 �R` O O 1 Gap*: WEB STIFFENER ATTACHMENT 20" 560 r-o" r-o" r-0* +'-0" r-0" 2•-0" a'-6" 9'-0' 1r-6" ,'-0" 1Ys"TJ Rim Board or �� on-center.When reinforcing E5 E6 1- CS Use 2x4 minfmum squash blocks to " ® Face grain ak �"minimum Table B - Intermediate or Cantilever Support 1Ya TimberStrand LSL. R` both sides,stagger nails. transfer load around TJI®joist horizontal E4 1 " 234"maximum / E1 E1 W Nail with each (0a to x and E2 E3 Not for use with 3/2 TJi®joist flange widths Is Minimum distance from edge of hole to inside face opearest intermediate or cantilever support nails,one each at top and (1Y"for TJI® Nailing: g bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subfloor TJI®joist blocking with end DEPTH 2" 3" 4" 5" 6Y" 7" e'/e" +1" 13" 2" 3" a 5" s�" 7" 8%" 11" 13- EXTERIOR installed at' joist-span Web stiffener both sides. adhesive to all Y,j p 110 2'-0" 2'-6" T-6' 4'-6" T-6" 1'-6" 2'-6" 3'-6" '-6" 6'-6" Flush bearing plate required. Structural exterior sheathin locations using See sizes below. *With point load from above,and no support g contact surfaces g below,install web stiffener tight to to flange 9y" 210 T-0" 2'•6" T-6• 5'-0' 8'.0" 2'-0" 3'-0" 4'-0* 6'-6" T-6' Hanger inimheightof Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum overhang * g p g be a minimum of 60% 9 9 Flashing two 8d(0.113"x 2Yz ) Tight fit 230 2'-6" 3'-0" a•-o" 5'-6" e'-s" 2'-0" 3'•s^ a'-s~ s'-s" 7'-s" Attach per the table.Clinch to top flange(tight to bottom permitted at beam, 9 g (gap at bottom flange) of'Olst depth Halls Or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" p nails when possible. flange with face mount hangers). OP Nailing Requirements 560 T-6" F-0" 6'-0" T-6" 10'-0" 4'-0" 5'-6" 6'-6" 8'-0" 9'-0" Clinch nails when possible. Treated 2x_ o`y�SP 2y"screws, TJI®Joist Series Depth Minimum Web Number Nails 110 r-0" r-0" r-6" 2'-6" a' " 4'-6" '-6" r-* r p ledger 31 ak' typical (in.) Stiffener Size Type g $'(\` End Intermediate 210 1'-0" 1'-0" 2'-0' T-0' 4'•6" 5'-0' 9'-0" 1'-0" T-0" 3'-0" 4'-6" 8'-0" 8'.0" 10'-0' �. See fastener ® 110 All 5/"x 25/s""' 117/e" 230 r-0" 2'-0' 2'•6" T-6' 5'-0" 5'-6^ 10'•0^ 1'-0" 2'•6^ T-6' S'-0" 8'-6" 9'-0" 10'-6- 1Y8"TJ Rim Board or 1%" 360 2'-0" T-0" 4'-0' 5'-6" T-0" T-6^ 1,'-0" 2'-0" T-6" 5'-0" T-0" 9'-6" 9'-6" 1r•0• table below.Maintain ® 210 All 3/a"x 25/8""' 8d Top mount 2"distance(minimum)from TimberStrand LSL 230&360 All 7/"x 25/16"f) (0.113"x 2%") 3 3 110 1'-0" 1'-0" 1-0" 1.0" 2-0" 2-6" 1a-6" 8'-6" r-0' 4'-0" s 0" 2'-6" 1LE s-0" 1s-0" 19'0" ,r-0" hanger Option#2: edge of ledger to fastener. 1 • 2x strapping installed at/ 16d 210 r-o^ r-o° r-o" r-o" r-6^ 3'-0" s-6° s-6" r-0" r-o" r-0° 3-6* s'-o" T-o" ,o•-o^ ,3•-0•' Backer block joist-span locations usingtwo 2 560 All 2x4"' 14" 230 r-0" r-0" r-0" 2'-0" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6" T-6" 11'-0" 13'-6" Face mount Allowable Load Ibs j e . 0.135"x 3%") both sides of web ( 1 �� ( 360 1'•0" 1'-0" 2'-0" 3'-B" 5'-6" 8'-0" 8'-6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6" 9'-0" 10'-0" 12'-0" 14'-0" hanger / screws per joist,typical with single TJI®joist fastener 1Ya"TimberStrandc� 1Y8"TJ®Rim Board 18" 4 4 560 t'-0" 1'-0' 1'6" 3'-6" 5`•6" 6'-6" 9'6" 13'-6" 1'-0" 3'-0" 5'-0" 7'-0" 10'-0" 11'-0" 13'-6" 15'-0" LSL rim board Option#3: 560D 20" 2X4M' 16d 5 5 210 1'-0" 1'-0" 1•-0" 1'-0" 1'-0" ,'-0" 3'-6" 6'-0" 10'-0" 1'-0" 1'-0" 1'-0" 1'-6" 4'-6" 5'-6" 1D'-071 " 1 ' " 16'-0" Web stiffeners required if sides of With top mount hangers,backer block required only Y"lag bolt 610 480 Directly applied ceiling 22""' (0.135"x 3Y") 6 11 16" 230 v-0^ r-0" r-0* r'-o" r-6" r-o" 4'-0" s-6" 11'-0" r-0" r-0" r-o" 2'-6" s-0" 6.0" 10-6" 13'-6" 16'-6* H1 hanger do not laterally support at H2 H3 24'i3' 6 13 360 1'-0" 1'-0" 1•-0" 1'-0" T-0" 4'-0" 6'-6" 10'-0" IT-6" 1'-0^ 1'-0" 2'-0' 4'-0' T-6' 8'-6" 13'-0" 14'_6" 1T-0" O least 3/"of TJI®joist top flange for downward loads exceeding en Ibs or for uplift O LA • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout,one of W ,•-0" 1'-°• 2'6" T-6" T-0" I V-0" 15'- " ,'-0" 1'-0' T-61' 5'-6" 9'-0" 10'-0" 14'-6" IT-0" 18'-0- conditions.For nailing requirements see page 5,TJ- O O (1)PSI or PS2 sheathing,face grain vertical 9001 Weyerhaeuser installation Guide for Floor and O the bracing options above is required (2)Construction grade or better 4" 5" 6" 7" 8" 11" 12" 15" 17" 4" 5" 6" 7" 8" 10" 12" 15" 17" " y O 360 1'-0" 1'-0" 1'-0' 1'-8• X-0" 6'-0" 9'•0" 15'-0' 1'-0" 1'-6" 4'-0" 6'-6" 9'-0" 14'-6" 16'-6" 19'-6" Z Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI" 560D Joists 18" _ 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" FASTENING of FLOOR PANELS 360 ,'-0" ,'_0" ,'-o" t•-0" ,'-0" T-0" 6-0 1- Guidelines 11'-0" 15-8" ,'-o" ,-o" ,'-6" 4'-0" 7'-0" 12'-s" ,6'-6" 19'-0" z,'-o• �N- BEAM DETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" 560 1'-0" -0" 0" 1'-0" 1'-0" 1'G" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'8' ,9'-6" 20'-6" �l m I- Q TJI®('I(21 Rim Board 1Y2" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. j 1-� v BEARING FOR DOOR Nail Size 110,210, 360 and ® TimberStrand®LSL Microllam® Parallam® , , „ , m BEARING AT WALL BEAM TO BEAM BEARING AT s"TJ Ri 1Ya" Depth 9Y2"or 9Y2 or 14"or qY2"or 14"or 18"or z 14"or 18"or Leave Y8'of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. LU I Z OR WINDOW HEADER and 230 560 Board TimberStrand®LSL or wider LVL PSL 11��„ 14" it%- 16" 11%- 16" 20" 11%" 16' 20" • Tables are based on uniform load tables in current design literature. } Z Z <-t d � (x CONNECTION CONCRETE WALL 8d(0.113"x 2Y"),8d(0.131"x 2Yz") 4" W 6" 4" Y 3" 3' Filler Block('i 2x6+%" 2x8+V 2x6+Y2' 2x8+%" 2xl2+y" Two Two Two J u Q lu W 1'/s"TJ®Rim Board or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located [D -_ 10d(0.148"x 3"),12d(0.148"x 3Ya") 6" 4" 4" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 T- 1Ya"TimberStrand® LSL or Is not continuous over s at the center of the joist span provided that no other holes occur In the joist. 0 ,- 0 1 Q Z 16d(0.162"x 3Yz") 6" 6" 8" 6„ Cantilever 2x6 2x10 2x6+%" 2x10+3/^ 2x6+Yz' 2x10+%" Not N Z f blocking for lateral support header Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES Headers and Beams ,�z toZ (1)Stagger nails when using 4"on-center spacing and maintain 1 8"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable - :Z panel edges)for diaphragms.Fastener spacing for TJI 0 joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block(') .55E TimberStrand® LSL Headers and Beams Q L QL W ® Q Strap per code if top !.; blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI ®joists. -I - (Detail F1 V.or 34" 34"or Y8" Y8'or 1"Net T2,62,8 2x12plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/z"and staggered. ++�+-- to or H2) 2 x diameter of the over column (3)With 10d(0.148"x 1'/")nails,spacing can be reduced to 3"on-center for light gauge steel straps. < Top mount (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1 Ya"(to avoid splitting). (f)If necessary,increase filler and backer block height for face mount hangers and maintain/e'gap at top ofJolst see detail W.Fillerand backer largest hole(minimum) Q ()✓ • b//ock dimensions should accomodate required nailing without splitting(12'minimum for backer blocks and 24"minimum for filler blocks). hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). %depth Allowed hole zone tV 0 Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede X Q hanger wood from direct recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor u O Concrete and Roof Framing, TJ-9001. O O Z L1 L2 L3 See current Weyerhaeuser L4 ° ■Nailing rows must be offset at least Yz"and staggered, literature for framing connectors r 14 ga.staples may be substituted for 8d(0.113"x 2 Yi')nails if minimum penetration of 1"into the TJI®joist or rim board Is achieved. ° ° ° ° ° 1.55 E TimberStrand®LSL ®• Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI foists is 18"on-center. cantilever and end bearings by blocking Depth Hole size panels,hangers,or direct attachment to 9'/„-9Y2„ 3„ Multiple-Member Connections for Top-Loaded Beams TJI®joist framing does not a rim board or rim joist. 8„ 6" 11Ya"-11 Y8" 38" Fastener Installation Requirements O 14"-16" 45/" Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed hole zone blocking + Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g • Allowed hole zone suitable for headers and beams with 4t.. i j? ' uniform and/or concentrated loads anywhere along the member. .1 n ' • ' y,t•'%j r� ,Z) sides,stagger fasteners on the second "�•' }f y• jfR,r `'f�',. 10d nails 3' 3 • Round holes only iy BEARING AT 12" side so they fall halfway between 2 12d 16d nails 3 Ya" 2'�' One side • No holes in headers or beams in plank orientation. ��• r - t t f COLUMN fasteners on the first side. Screws 33/"or 3Y" 2 24" H2 2, DO NOT bevel cut Dist Al Other Trus Joiste Headers and Beams 10d nails 3" 3 j 12d-16d nails 3 Ya" 2ts, 12" Both sides beyond inside face of wall. j Microllam® LVL B s',q 14• r4' l.:». �,` Rim board Dint } 3? t•.-; �'r. • t' E2 between joists ' 1 DO seat ".°",a•t �` " .�``'., 3 g 1.3E TimberStrand® and Parallam®PSL 'r`a• • ' 13/4" 3 8"or 3%" Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y depth �'t.° r;1,^ "• e •s ~•"t Screws 2 24" Load must be applied evenly across facie ofsupport member. largest hole(minimum) <,,1r ,at f°?"`'.>,f;•*^' 5" One side entire beam width.Otherwise,use <�•,,.,.,."��•'" Verify column capacity 10d nailsi') 3" 3a, connections for side-loaded beams. of NOT cur,notch or drill and beam bearing 12„ One side " L5 length.See current 4 (P ply) ° o ° Illustrations and tables. AUG 3 LU22 12d-16d nailst') 3 Y4" 2") d holes in headers at beams 2 n O g er I t�� Weyerhaeuser literature. 5"or 6" Both sides p4: `tI ERD Screws 2 24^ Multiple pieces can be nailed or bolted together to 6 3/4" One side 0 form a header or beam of the required size,u to a TJI®rim joist L6 q ' P Screws 5"or 6" 2 24" Both sides maximum width of 7" Microllam® LVL and Other Trus Joist Beams 1Y6"TJI Rim Board or 1Y" Parallam®PSL Header or Beam Maximum Round (� 3Yz' 2 6 3/a" One side A2 L3 TimberStrand® LSL. allowed hole zone Depth Hole Size -I m middle y span 48" t" Y2"bolts 8" 2 24" - 5y- 1s4„ O a: tt (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss LOK EWPTM'. L1 d 1.3E TimberStrand® LSL allowed hole zone d �y--20" 2„ O COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. B1 H1 See illustration for Allowed Hole Zone m (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes 62BEAM ON Allowed hole zone suitable for headers and beams with uniform loads only. Q Q m • Round holes only � NAILING AT BEARING FLOOR L5 No holes in cantilevers. Q COLUMN CAP � TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 • No holes in headers or beams in plank orientation. I- p IV'TJ®Rim Board or (Load bearing wall above) Q 1 o Joist may be shifted up to 3"if Use B1 or B2 at O ' 1/a"TimberStrand" LSL. One 10d(0.128"x 3") floor panel edge is supported O WARNINGm N I P 9 PP B4 intermediate bearings �- O V One 8d(0.113"x 2%") nail into each flange and span rating is not exceeded, m !L Z nail each side. Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally 01 W nails at an angle at braced/shear wall '1 , t- P1 least 1Y2"from end. Plumbing Drop Bracing Includes: LU CJ O End of joists from above g Strut Lines Qf 111 v • Blocking • Sheathin • A , Q ,n �7 � = 0 j • Hangers " Rim Board • Rim Joist 'v - v IK at centerline 3%"minimum of support L2 � --! H COLUMN BASE 3 " intermediate bearing Also see detail82 pp UJ W 'd ,a < 111 1/a minimum end bearing d single-family applications 5�"may be required l for maximum H1 ,, `` Shear transfer:Connections equivalent capacity o - � b- O V to floor panel nailing schedule e �, rr ri Z -! Rim to TJI®Joist ° . DO NOT walk on joists DO NOT walk on joists DO NOT stack building O d F-Z Z y ° until braced. that are lying flat. materials on unsheathed Z IV'TJO Rim Board, TJI@ 560 rim joist:Toe • � Additional joist is required if ° 1Y4"TimberStrande LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported (4 ° TJI®110 rim joist: nails,one each side of ;: •• INJURY MAY RESULT, joists.Stack only over U O or if span rating is exceeded. ! ° Exterior Deck WARNING NOTES: beams or walls. _V_ _ P2 One 10d(0.131"x 3")nail TJI®joist flange TJI®560 ° LA DO NOTusesawn Lack of proper bracing during construction can result in serious _J ~ into each flange floor joist ':. :�' ;. „ •' Attachment lumber forr/m Q UJ g j Structural accidents.Observe the following guidelines: � TJI®210,230,and 360 rim "-4. board or blocking, LL to > INSTALLATION TIPS • •:,• ° Sheathing 1.All blocking,hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. lL N � ELEVATED joist: ° as it may shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be One 16d 0.135"x 3' " nail •Subfloor adhesive will improve floor performance,but O after accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of oasts at the end of the ba 1n COLUMN BASE ( /z ) P Y P rY P ( g) joists y. 13/"minimum bearing into each flan a may not be required. p g Top mew Use only 3.Safety bracing of 1 x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each � Locate rim board joint between joists. ° Safety bracing(1x4 engineered/umber. joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI®110 joists)and 4.Sheathing must be completely attached to each TJI s joist before additional loads can be placed on the system. of a TJ Is joist with web stiffeners is not a substitute concrete 1y"knockouts at ° H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. J ( ) extended to a braced end wall. :.,:. IV'TJ®Rim Board or 1Y" for squash blocks or blocking panels. approximately Fasten at each joist with 6.The flanges must remain straight within 1/2"from true alignment. TimberStrand® LSL. 12"on-center two 8d(0.113"x 2%")nails minimum Warning: Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this DATE: AUGUST 2022 •When joists are doubled at non-load bearing parallel (see WARNING), product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit Vy.com/inform. Optional plumbing or HVAC. flush with inside face P3 non-shrink See framing Ian if applicable)or I-JOIST DETAILS rout Drive nails at an g p ( PP ) of wall or beam 9 One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. IY"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJIJoisfInstaiiation Guide, TJ-9006, which should be referenced for additional information.