Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
49180-Z
�O4*pF Soto/ o Town of Southold f * P.O. Box 1179 0 53095 Main Rd 0ou� . Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 45915 Date:.,, 01/30/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING-NEW Location of Property: 4380 Stanley Rd Mattituck, NY 11952 Sec/Block/Lot: 106.-8-78 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 03/31/2023 Pursuant to which Building Permit No. 49180 and dated: 04/28/2023 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 a front entry covered porch, unfinished basement, attached garage and rear deck as applied for. The certificate is issued to: Zenith Property Group LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R21-0052 ELECTRICAL CERTIFICATE: 49180 12/17/2024 PLUMBERS CERTIFICATION: T F Enterprises Inc 10/4/2024 Aut rize Signature SUFFQ TOWN OF SOUTHOLD moo o�y� BUILDING DEPARTMENT y :x TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND.SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49180 Date: 4/28/2023 Permission is hereby granted to: Zenith Property Group LLC c/o Patricia C. Moore 51020 Main Rd Southold, NY 11971 To: Construct a single-family dwelling as applied for per SCHD approvals. (Lot# 24) At premises located at: 4380 Stanley Rd, Mattituck SCTM #473889 Sec/Block/Lot# 106.-8-78 Pursuant to application dated 3/31/2023 and approved by the Building Inspector. To expire on 10/2712024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,048.40 CO-NEW DWELLING $50.00 Total: $2,098.40 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 'Q BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Zenith Property Group LLC Address: 4380 Stanley Rd City: Mattituck St: NY Zip: 11952 Building Permit#: 49180 Section: 106 Block: $ Lot: 78 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 Indoor R'1� Basement Service ham: Solar Outdoor WF 1st Floor r Pool rJ Spa F, Renovation 2nd Floor Hot Tub Generator ('" Survey Attic MV Garage Battery Storage I INVENTORY Service 1 ph ry-� Heat Duplec Recpt 60 Ceiling Fixtures 12 Bath Exhaust Fan Service 3 ph ( Hot Water GFCI Recpt 2 Wall Fixtures 8 Smoke Detectors 4 Main Panel 200A A/C.Condenser 2 Single Recpt Recessed Fixtures 65 CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 4 Transfer Switch UC Lights 12' Dryer Recpt Gas Emergency Strobe Heat Detectors 1 Disconnect Switches 40 4'LED Exit Fixtures Other Equipment: Fridge, Oven, Hood, Micro, DW, W/D Notes: House Inspector Signature: Date: December 17, 2024 Sean Devlin Electrical Inspector sean.devlin(cD-town.southold.ny.us 4380Stan leyRd HouseElectric R -ECE0V J A N 1 3 2025 � ��UFFOL,�c p Building DapartmInt Town Hall Annex Tov3pJ�bftdQl�t)1�5=1802 54375;Main Road I 13.0.'136x-11'79 N x Southold,NY 11971-0959 Sp 4,1 IS • I BUILDING DEPARTMENT TOWN OF SOUTHOLD E CFRTIhI CATION Date: 1 o a Buildin -Permit No. Owner: 2Y\t ��' E� l Y(—D, (Please.print) .. Plumber: (Please print) f I certify that the solder.use.d in the water supply system contains less than 2/.10 of.1%lead. II (Plumbers Signature) Sworn'to.before me this `1 da o.f.` L ��cf 20.E 4,1E:1UkQ'�, i STATE % Notary.Public, S.0 � County N�rARv ' t .Qpetifio�dirtySy.tfdl1,'C�wi1n�`"= � OtUVW�tn�l�l . .C^. c 1 j . . i i SOUIy�� _ TOWN OF SOUTHOLD BUILDING DEPT. 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: La64�1 rl 5 u f- 1 veoc a� Is s �ofi� 0k-z Ov— DATE INSPECTOR rAf so I # # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm��' 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [4FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMA KS: aml DATE INSPECTOR AV OF SOUTyOIo �"'r(' / L��7/�/ - < ' # # TO N OF SOUTHOLD BUILDING DEPT. 631-765-1802 I NSPECTION [ ] 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: -G) oir �� 4_-_-)' I DATE INSPECTOR pF SOUTyOIo # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPEC 7] ROUGH ION [ ] FOUNDATION 1ST [ PL13G. [ ] . UNDATION 2ND [ ] INSULATION/CAULKING FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q DATE INSPECTO ` -TOWN OFSOUTHOLD BUILDING D PT. : l4ourm��''i� 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 - LECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE- C/O [ "] RENTAL REMARKS: DATE tI '2 INSPECTOR a So//Tyolo # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 a« INSPECTION le [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [Vf 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: 101, �1FVA. ©f'L t QlC� fv�. . DATE INSPECTOR Of SObIyO� * # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ . ] FOUNDATION 2ND [ . ] INSULATIOWCAULKING ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] -FIRE SAFETY INSPECTION- [ ] FIRE RESISTANT CONSTRUCTION . [ -] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- ]- CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �117S - Sww �oct L-- 40-my.50 /SD�gvv_? ns _ 5 Sk MR- v" KWV Sv*v l DATE 0 INSPECTOR oF s0 q q d TO 4 390 ge vd 0 r. TOWN OF SOUTHOLD BUIL ING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] 'INSULATION/CAULKING [ ] FRAMING/STRAPPING { ] FINAL [ ] FIREPLACE & CHIMNEY [ } FIRE SAFETY-INSPECTION,. [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [kl ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] PRE C/O [ ]. .RENTAL REMARKS: A0(6e DATE Ind INSPECTOR pF SOGTyolo TOWN OF SOUTHOLD BUILDING DEPT. `you 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL, - P-4& [ ] FIREPLACE & CHIMNEY [:.] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ J. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: �i • v �OA SUIN94 ,tom DATE ` INSPECTORx u �OF SOUTy .� # # .TOWN OF SOUTHOLD :BUILDING DEPT. 631-765-1802 INSPECTION [ ` ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION [ .] 'FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] .ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE-VIOLATION ] PRE C/O ' [ ] RENTAL REMARKS: ` e- vJ 0 v c4 o _ f I'4 �� a /ov Pelt,, DATE INSPECTOR L i LIPA Long Island Power Authority 2012 Combustion Safety_Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 4380 Stanley Road City: Mattituck Builder Name: Oasis at Mattituck Corp. Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 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: September 25, 2024 Outdoors Temp During Test: 68 OF CAZ Depressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -4.5 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -4•5 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— Type: Furnace ✓ Boiler_Heat Pump_Other 1 z Yenti-g Tvne s Drat S rn llage.. Sin llaee CO CO cien Fuel Tvne v E t Cir"cle T e asca! . , ' .--Iw6rstlCase):' `(Ndturol orst Cvse ".atural(- Rating: N P✓ O_E N V_M_S✓ - Pa. Pass ✓ Fail_ Pass✓ Fail_ 14 PPM 14 PPM Yes ✓ Tie: Standard Tank Indirect Tankless Size: 1 Style Common Vent❑ Water Heater ` Primary: No _ Instantaneous ✓ Commercial (See Note 5 below) (Gallons) a Stand Alone a 'Venting Tvne 3 Draft t S'ice llage'.' Saillape(Natural) co CO . E icier Fuel Tvoe (Circle Type) (Pascal). ' ., (Worse Case) (Worse Case) (Natural) EF: N P ✓O E N M S ✓ - Pa. Pass ✓ Fail Pass✓Fail 21 PPM 21 PPM Oven Oven is Electric or No Oven Exists 19 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 d 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 A* 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'Amaro Rater Number: 2614397 Rater Signature: Date: September 25, 2024 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 Home Energy Rating Certificate Property HERS Zenith Property Group Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro 4380 Stanley Road Rating Date: 2024-09-25 Rating Number: 2021_027 Mattituck, NY 11952 Registry ID: 083333522 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 46.1 $1485 40% General information I Cooling 1.7 $100 3% Conditioned Area 3908 sq. ft. House Type Single-family detached Hot Water 12.1 $280 8% Conditioned Volume 42583 cubic ft. Foundation Conditioned basement Lights/Appliances 28.9 $1654 45% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 4% Mechanical Systems Features I Total 88.8 $3670 100% Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Criteria Water Heating: Instant water heater, Propane, 0.96 EF, 0.0 Gal. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 20.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 146 cfm, 96.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 U er Sealed Attic R-39.0 Exposed Floor R-30.0 Vaulted Ceiling R-30.0 Window Type U-Value: 0, SHGC: 0.270 l Above Grade Walls R-20.0 Infiltration Rate 1082 CF (f52�ACk15Q} Foundation Walls R-11.0 Method Blower or 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 Electric Manorville; NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator(kWh/yr) 757 Clothes Dryer CEF 3.30 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. 0 1985-2022 NORESCO, Boulder, Co rado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. I z 1 NY-E000 2020 'Certificate 4380 Stanley Road,,Mattituck, NY 111952 Building Envelope lnsulation _ � Cei'C ng: R-39.0 Above Grade Walls, R-20.-0 Foundation:Walls: R-11.0, Exposed Floor, R=30A j 3 :Slab R-0.0 Edge;:R-0.0 Under' 1 Infiltration 1;082 CFM50 , s Duct R-4.2 ?otal Duct Leakage 40.00 CFM @ 25 Pascale Windovr'Data U Factar SKC. WindowN 0.30101 0 270 �tiAechanicaNiEquipment � '` ' 1 ; 11 HEAT. ,Fuel-fired air distnbution; Propane, 96.6 AFUE'. COOL: Air conditioner, Electric,16.0 SEER. DHW Instant water heater, Propane, 0.96 EF,0 0 Gal 11ERSIndex R52 i'.Builderio�DesrgriiProfessional F 'Signature RV41ftaie Residential, Energy Analysis and 'Rkin3 5ofttivate i v lb.3.4;Build: 1013. i i " � 1 a a i I 4 C 'YI 4 f 1 I i 1, 1 5 � I i ' t 1 u � i 1 HUMVER INSULAIr.10. M 675 Elton Street, Riverhead, NY 11901 - (.6.3.1) 283-41t J AN 1 3 2025 October 8,2024 Building Department 'flown of Southold RE: 4380 Stanley Road Mattituck To Whom It May Concern, This is to certifythe insulation at the above referenced house was installed as follows: Roof line was sprayed with 10"R-38 open cell foam with spray applied thermal barrier. Rim joist 2"R-14 closed cell foam. Basement walls 3"A-11 blanket. E4erior walls;31/z" R-15 fiberglass. Fire caulking. Air seal. Si erel , rlene Welsh Over Five Decades of Quality and Service T- �Z f ' Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Property/Builder InforM-anon Building Name New Home 1000-106-8-78 Owners Name Zenith Property Group, LLC Property Address 4380 Stanley Road City, St, Zip Mattituck, NY 11952 Phone Number Builders Name Oasis at Mattituck, Corp. Phone Number 631-569-4513 Email Address peter@modernagehomebuilding'.com Plan/Model Name Zenith_2-R-S Community/Development The Fields at Mattituck-Lot 24 Identifier/Other 419-24 Organization,lnforriikidn ' Organization Name DAmaro Engineering Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878-7808 Website www.damaroengineL-ring.com Rating/RESNET Information � w �W Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Raters ID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2023-03-13 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_027 Rating Permit Date 04/01/2023 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. � 1 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-11 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg General Build�n Information g Area of Conditioned. Space(sq ft) 3908 Volume of Conditioned. Space 42583 Year Built 2023 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 Foundation Walls Informat>lon 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/grr 143.67 9.00 8.00 1.00 0.053 0.086 to garage R-11 Paramount Cond->garage/grad 25.00 9.00 8.00 1.00 0.053 0.086 * Uo Value Combo combines wall, airfilm, and soil path Foundation,Wall Library;List t Foundation Wall: R-11 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 REM/Rate-Residential Energy+Analysis and Rating Software_v1 6.0.4 This information does not constitute any�warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 2 of 16 T . 1 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Foundat>.on Wall Library List Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note JD, Blanket Wall Stab Floo formation Name Library Entry Area(sq ft) Depth Below Full Exposed On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1406 8.00 169 169 0 Slab Floor Library List Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD Frame Floor Information" Name Library Entry Location Area(sq ft) Uo Value 2nd FL over gar R30,FG1,X-16 Btwn cond £t garage 18 0.035 Frame Floor Library L>Ist Floor: R30,FG1,X-16 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.3 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.3 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 REWRate-Residential Energy.Analysis and Rating Software v16:0:4 This information does not constitute any warranty of energy costs or savings: 0 1985-2020 NORESCO, Boulder, Colorado: Page 3 of 16 ! 1 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13' Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8;78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley: Rd.P.CC.blg Frame Floor Lib ry L>Ist Floor Covering HARDWOOD Note JTD Rim and.:6and:Jo>Ist Inforrnattlon 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 16.0 1 0.056 ambient 2F to attic Cond ->attic 8.00 0.0 13.0 2.0 16.0 1 0.078 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 0.058 to attic R15,FG1,4-16 Cond ->attic Medium 95.00 0.079 Above Grade Wall Library L>Istx rt 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,FG 1,4-16 REM/Rate-Residential Energy Analysis and Rating Software A 6.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 4 of 16 ' Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering- Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro . Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Above`Grade Wall Library List t � � � � �� �' 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.) 1.6.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam 74,7 Window hforma0on t f� =' 3Overhang 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 South 0.300 0.300 45.00 1.0 12.0 17.0 0.85 0.70 None None W-2 AGWall1 South 0.300 0.300 45.00 1.0 1.0 6.0 .0.85 .0.70 None None W-3 AGWall1 East 0.300 0.300 6.00 0.5 12.0 15.0 0.85 0.70 None None W-4 AGWal11 North 0.300 0.300 30.00 1.0 1.3 6.5 0.85 0.70 None None D-5 AGWall1 North 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None None D-6 AGWall1 North 0.280 0.310 40.00 1.0 12.0 19.0 0.85 0.70 None None REWRate- Residential EnergyAnalysis;and Rating:Software v16-.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 5 of 16 Building Summary : Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected,Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg W� „a-r ndow'�nforrrtation Overhang Interior Adjacent.. Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer .Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W-7 AGWaLl1 North 0.300 0.300 9.00 1.0 1.3 4.3 0.85 0.70 None None W-8 AGWall1 South 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-9 AGWall9 South 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-10 AGWall1 South 0.300 0.300 23.30 1.0 1.8 5.7 0.85 0.70 None None W-11 AGWall1 South 0.300 0.300 6.00 1.0 0.7 3.7 0.85 0.70 None. None W-12 AGWall1 East 0.300 0.300 6.00 1.0 3.0 6.0 0.85 0.70 None None W-13 AGWall1 North 0.300 0.300 16.00 1.0 1.0 5.0 0.85 0.70 None None W-14 AGWall1 North 0.300 0.300 30.00 1.0 5.0 10.0 0.85 0.70 None None W-15 AGWall 1 North 0.300 0.300 16.00 1.0 6.0 10.0 0.85 0.70 None None W-16 FndWalli 1 East 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-17 FndWaW 1 North 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most W-18 FndWall;1 North 0.300 0.300 7.00 0.0 0.0 0.0 0.85 0.70 Most Most Door Infarmat>IonK ° ',iiiv......�'.:.�...•...�� ��a�.;.�..:,"+R'r�...yTM...L:. �,. Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front PCH Front Door AGWall 1 34.0 0.189 4.3 No to garage PCH Garage AGWall 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 AGWail 4 11.5 0.168 5.0 No Roof In ion Name Library Ceiling Roof r Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R39,FG1Xk-SI 1231.00 1479.00 Medium No Sealed 0.031 No No Attic 1st sty R30,FG1,10-1E 193.00 193.00 Medium No' Vaulted 0.036 No No Rotif Library L�to Ceiling:'R39,FG1',OC-SPF REM/Rate-.Residential Energy Analysis and-Rating Softwarev16.0:4 This information does,not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder,.Colorado. Page 6 of 16 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-1.3 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027. Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Roof I'Library,List.a Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness (in) 10.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note open-cell SPF Ceiling: R30,FG1,1O-16,C Information From Quick Fill Screen Continous Insulation,(R-Value) 0.0 Cavity Insulation (R-Value) 30.0 Cavity Insulation Thickness (in) 9.3 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REWRate-Residential Energy Analysis•and Rating Software v16.0.4 This information does notconstitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 7 of 16 BuildingSummary Property Organization HERS Zenith Property Group, LLC DAmaro-Engineering Projected Rating . 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Mechanical Equipinent Y Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 Heat:Prop`Furn,43k,96.6% = A SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity(kBtuh) 43.0 Seasonal Equipment Efficiency 96.6 AFUE Auxiliary Electric, 341 Eae Note Lennox EL196UH045XE36B AHRI 201849569 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 Heat.FProp Fun,43k,96 .x SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 43.0 Seasonal Equipment Efficiency 96.6 AFUE Auxiliary Electric 341 Eae Note Lennox EL196UH045XE36B AHRI 201849569 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 50 DHW Prop,ST;48ga1, Water Heater Type Conventional REWRate---Residential EnergyAnalysis•and Rating Software v1,6.0.4 This information does not constitute any warranty.of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 8 of 16 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry D'Aniaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.Mg Mechanical Equipment Fuel Type Propane Energy Factor 0.72 Recovery Efficiency 0.80 Water Tank Size (gallons) 48 Extra Tank Insulation (R-Value) 0.0 Note Bradford White RG2PV50T*X19 AHRI 205135017 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 Cool. JD,16SEER;24K System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 24.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note JTD,Lennox, AHRI 7624842, 201868849 ii 202194607 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 ,Cool JD,'1.6SEER,24K x.e....ti\"...ruv....r R System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 24.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note JTD,Lennox,AHRI 7624842, 201868849 It 202194607 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 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 16 BuildingSummary Y Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.big Mechan_ ca[ Equipment f Percent Load Served 50 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 Mains 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 10 of 16 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Duct Systems Name lower Conditioned Floor Area(sq ft) 2779.0 #of Returns 1 Heating System 'Prop Furn,43k,96.6% Cooling System JD,16SEER,24K Supply Duct Surface Area(sq ft) 562.7 Return Duct Surface Area(sq ft) 104.2 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned basement 100.0 4.2 Return Conditioned basement 100.0 4.2 Test Exemptions IECC 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 Et Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Name upper Conditioned Floor Area(sq ft) 1129.0 #of Returns 1 Heating System Prop Furn,43k,96.6% Cooling System JD,16SEER,24K Supply Duct Surface Area(sq ft) 228.6 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 16 BuildingSummary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg uct Systems __ -- Return Duct Surface Area(sq ft) 42.3 No bidg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Sealed Attic 100.0 4.2 Return Sealed Attic 100.0 4.2 Test Exemptions IECC 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 Et Return 10.00 CFM @ 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 12 of 16 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg II f tration_and Mechiani,cat Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH C 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. O 1985-2020 NORESCO, Boulder, Colorado. Page 13 of 16 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering' Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Lilts and Appliances 4- Rating/RESNET audit Ceiling Fan CFM / Watt 0.00 Refrigerator kWh/yr 709 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven Yes Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 270 Place Setting Capacity 12 Clothes Dryer Fuel Type Propane 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 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. Page 14 of 16 Y• - Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Mandatory Requirements IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 false Verified IECC 18 false Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: true Basement Floor Area 1406.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID 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 15 of 16 Building Summary Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry D'Amaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg DOE Zero Energy Ready:Home' 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. Active So ar ,` System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate-.Residential Energy Analysis and Rating.Software v16.0.4 This information'does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 16 of 16 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-106-8-78 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2023-03-13 Data Filename 2021_027 4380 Stanley Rd.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 54 Construction Site Owner/Agent Designer/Contractor HERS Rater 4380 Stanley Road Zenith Property Group, LLC Oasis at Mattituck, Corp. DAmaro Engineering Mattituck, NY 11952 4380 Stanley Road 3080 Route 112, Suite C Jerry DAmaro Mattituck, NY 11952 Medford, NY 11763 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 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 Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 5297 Maximum UA 456 Your Home Energy Cost($/yr) 4783 Your Home UA 425 Better Than'Code (Pert) 10.9% Better Than Code (UA) 6.8% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R39,FG1,OC-SPF 1231 39.0 0.0 38 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. ©1985-2020 NORESCO, Boulder, Colorado. r , REM/Rate - 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 Wall4: 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 1250 0.0 11.0 66 Wall 2: R-11 Paramount 225 0.0 11.0 12 Window 3: U:0.30, SHGC:0.30 21 0.300 6 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, 43.0 kBtuh, 96.6 AFUE. Heating: Fuel-fired air distribution, 43.0 kBtuh, 96.6 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Cooling:Air conditioner,.24.0 kBtuh, 16.0 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 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 2 of 3 T REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Dater I, Jerry D'Amaro of DAmaro Engineering, certify that the ihome 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 the local jurisdiction in which the home is built. 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. f Jerry �J I ZCnG J Name-Title Signature Date REWRate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 3 of 3 s `r Energy Code . Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jery DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 Building Information Conditioned Area (sq ft) 3908 Conditioned Volume (cubic ft) 42583 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 [ ] 1. Sealed Attic: R39,FG1,OC-SPF(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: 1 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 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. i Energy Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 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: 0.13 [ ] 1. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-1 Orientation: South Comments/Location [ ] 2. Window: U:0.30, SHGC:0.30 (45 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-2 Orientation: South Comments/Location [ ] 3. Window: U:0.30, SHGC:0.30(6 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-3 Orientation: East Comments/Location [ ] 4. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-4 Orientation: North Comments/Location 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 2 of 9 Energy Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck; NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 Windows and Skylights [ ] 5. Window: U:0.28, SHGC 0.31 DR(40 s.f., North), U-Value: 0.280, SHGC: 0.310. For windows without labeled U-factors, describe features: Name: D-5 Orientation: North Comments/Location [ ] 6. Window: U:0.28, SHGC 0.31 DR(40 s.f., North), U-Value:.0.280, SHGC:-0.310 For windows without labeled U-factors, describe features: Name: D-6 Orientation: North Comments/Location [ ] 7. Window: U:0.30, SHGC:0.30 (9 s.f.,'North), ;U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-7 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300,SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-8 Orientation: South Comments/Location [ ] 9. Window: U:0.30, SHGC:0.30 (30 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-9 Orientation: South Comments/Location [ ] 10. Window: U:0.30, SHGC:0.30 (23 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-10 Orientation: South Comments/Location REM/Rate-Residential Energy Analysis:and,Rating Software,A 6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 3 of 9 Energy Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021 027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 Windows and Skylights [ ] 11. Window: U:0.30, SHGC:0.30 (6 s.f., South), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-11 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (6 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-12 Orientation: East Comments/Location [ ] 13. Window: U:0.30, SHGC:0.30 (16 s.f.,,North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-13 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0.30 (30 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-14 Orientation: North Comments/Location [ ] 15. Window: U:0.30, SHGC:0.30 (16 s.f., North),. U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-15 Orientation: North Comments/Location [ ] 16. Window: U:0.30, SHGC:0.30 (7 s.f., East), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W-16 Orientation: East Comments/Location REM/Rate-Residential.EnergyrAnalysis and;Rating.Software v1:6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO,-Boulder, Colorado. Page 4 of 9 Energy P Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 Windows and Skylights [ ] 17. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-17 Orientation: North Comments/Location [ ] 18. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name:W-18 Orientation: North 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,Analy'sis artd Rating Software v16.0:4 This information does not constitute any warranty of energy costs or savings. 0 4985-2020 NORESCO; Boulder,-Colorado. Page 5 of 9 Energy Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13- Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.big Date: 3/13/2023 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 [ ] 1. Slab: R-0 Paramount (1406 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III 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 11 111 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 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 REM/Rate-Residential.EnergyAnalysis;and:Rating.Software v16 0:4 This information does not constitute any warranty of energy costs or savings. 0.1985-2020 NORESCO,•Boulder, Colorado. Page 6 of 9 . J Energy Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13" Mattituck, NY 11952 Jerry DAmaro Rating No:2021- 027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 Rim and Band Joists [ ] 3. Joist: 2F to outside(82 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R713.0,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, Propane, 96.6 AFUE. Make and Model Number [ ] 2. Heating: Fuel-fired air distribution, Propane, 96.6 AFUE. Make and Model Number [ ] 3. Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gal. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 5. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: 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 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 9 Energy Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating . 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 Rater1D:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 .Air Leakage Control [ ] House is air-sealed so as to achieve 3.00'ACH50 or less at final blower door test. (Max CFM50 is: 2129) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM C 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 1 ECC: 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 / 1.00 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 v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist Property Organization HERS Zenith Property Group, LLC DAmaro Engineering Projected Rating 4380 Stanley Road 631-878-7808 2023-03-13 Mattituck, NY 11952 Jerry DAmaro Rating No:2021_027 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-106-8-78 Oasis at Mattituck, Corp. 2021_027 4380 Stanley Rd.P.CC.blg Date: 3/13/2023 Notes 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 9 of 9 i ILI • .. _�----_. r --- -- -- - �_ - ...�-.-,., J•r r� J-r_��ter•-'-r.-�.�r��� ter_ - -- - _=^^� ..- - ' �- .7n•, ,•...'�+.y'-,�'i rrMy^J'y"lY^yrrrl`r�r-.'.--r^_�.. �..�_^-►�^.�-..^�������������..� =.., Imo• � :' •,^ ^�gn,.',�wY"r'.r ry'I:.rMilrYi-r��^'r -~r....vf�r�^ • ��'�.�ti� �r..«,..ni.'�;r Mtr'I•ri-��.�rrrr•iYr rrr^rr ter^��^J�J.^rrr��"r�^..^r.����.�---... O T Yn: jo V w I i I I 1 k •ram '•-Lii 3 ws1l+s.�-ramtiti.'YtiwS.�..p�ml^�. .. .. --_�_'__S• ___ -�ira�.iv�Y�'�L�tiS'�Ot?O.•2_ '11Vt<t-.: -., _.. .s'ri+Ya'►JSA+Ier.a.a,.yy...�.c. :.vim r-Yi. (` �ctc�snrs- �vx .�ib.�.i1 Y�SM1••a`nt��. w-. d. -`fib•� J-z4 s� i �ull�yr 'S • • • • • COMMENTS FOUNDATION FOUNDATION (2ND) Fs ROUGH - - PLUMBING �INSULATION PER N.Y rt ENERGYW11FAM.A10'A pwo STATE • mv OAM VAS ADDITIONAL COMMEAS -- al IN M." llimEllill'' s' l / I� 0M J 1 o�gUfFO(� .: : ; _� �y2 .:•: : :::: TOWN'OF SOUTHOIJD:=:BUILDING DEPARTMENT :: :: H Town:Hall-Annex 54375.Main Road'R 0:Box.1:17.9 Southold,:NY:11971-0959 Telephone(631) 765-1802: Fax (631) 765-9502'https://www.souih6ldt0��Vlm . Date Received APPLICATION FOR.BUILDING PERMIT E C I I For office Use Onl ,I :w ::9Building Inspector:IT NO: R 2 �: 2023PERM Applications and forms;must be.filled out in their entirety. Incomplete 'i'I�l�MOFSOUM00 applications will"not be accepted. Where the Applicant is-not the owner,an Owner's Authorization form(Page 2)shall be completed.' Date: OWNER(S)'OF.PROPERTY: Name::Zenith Property:Group LLC : SCTM:#:1000-106.00-08.00-078.000 Project Address'- _ _4380-StanleyRd. :Mattituck NY:1_1952 Phone:":631-512-4522. Email::::: Mailing Address::3080 route:112 suite B Medford:NY 11763: : : :: ; CONTACT PERSON: Name_Chris DWyel' Mailing Address:437. South Country:Road, Brookhaven;.NY 11719 Phone#:'6 Email: 63.1-286-8668- - -= . . . .• : ; . .:::-;:�:_ ' .. --- - cdwyer@Ikma:com..:: :::, DESIGN PROFESSIONAL INFORMATION:: : . . . Name:Robert A. Stee:le, ;P.E., ExecutiveNice President,"L.K. McLeari Associates,:P.C: : Mailing Address' Iy 437 South Count• Road, Brookhaven, NY 11:71.9 Prone_#::631-286-8668 . : Email:rsteele@lkma.:com. CONTRACTOR INFORMATION:: Nan*Oasis at"Mattituck Corp. :. -Mailing Address:3080 Rouie_112 Suite C Medford NY, 11763: :: • Phone:#:631-767-4807 T Emaii:peter@modernagehomebuilding com DESCRIPTION OF..PROPOSED CONSTRUCTION ' ®New Structure ❑Addition;.❑Alteration.ORepair ❑Demolition;"- Estimated Cost of Project: . Other $ Will the lot be:re=graded? ®Yes ❑No Will excess fill,be removed from premises? ®Yes El No: r. PROPERTY INFORMATION Existing use of property:;Uacant - Intended use of property:^Sill&_Fa11l(IyRilae ide' nCe Zone or use district'in which premises:is.situated: ;Are there any covenants and restrictions:with respect to this:property? ®Yes ❑.No::I.FYES, PROVIDE A COPY.: _. 8 Check Box After:Reading: Theowner/contractor/design professional is responsible for:all drainage and storm water'issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New.York-and other applicable Laws,Oirdiriances or Regulations,for the construction of.buildings,: additions;alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,-building code, Housing code and.regulations and to admit authorized inspectors on.premises and in building(s)for necessary inspections.False.statements'made herein are punishable as a Class A misdemeanor pursuantto Section 210.45 of the New York State Penal Law. Christo1��1 her F. Dw e:r: . Application Submitted By(print name): I'' Y BAuthorized:Agent ❑Owner: Signature.of Applicant: : ;:. Date:; 'STATE OF NEW YORK) SS: ... COUNTY OF ) Chrlstwher F. .Dwyer being dulyswo.rh, deposes and says that(s)he is the applicant (Name of individual signing contract)above.named,- Agent (S)he.is the (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 appli:ca.tion: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 methis. o2day of ,1 20Arwi t P Notary ubli CHRISTINE WIEGAND• PUBLIC,State of New York:. PROPERTY OWNER AUTHORIZATION.NOTARY W61a359,Sullpik.County mission ExpGes: ugust 1 (Where the applicant is not the owner)..: .... .. .. I, residing at do hereby authorize to apply on F,: my behalf to the Town of Southold Building Department for approval as.described herein. z.. z_J Owner's.Signature Date Jo c ana roup LLC' nl �o„�jl P� •yLA Print:Owner's Name 2 r 6 ?_024 S FFpI BUILDING DEPARTMENT-Electrical Inspector Off® �CdG TOWN OF SOUTHOLD. H = Town Hall Annex- 54375-Main Road - PO BpZst.:u Southold,.New York 11971=0959 Telephone (831) 765-1802 - FAX (631) 765-9502 z ,• '' rogerr(@-southoldtownny.,gov sea nd(&.southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: I o Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME El c. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 2I request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION. (All Information Required) Name: Address: + - a Cross Street: fXLn6dl Phone No.: Bldg.Permit#: st email: ✓>7 Tax Map District: 1000 Section: Block: Lot: . BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please_Print Clearly): Qtw BDUse T-NAX 111 C)3 zoo Anq D Ul.l' .CAI-A rlo nJ Serve cep Square Footage: 1,Qf5Co Circle All That Apply: Is job ready for inspection?: YESO NO ffRou.9h In a�,at(ay Final Do you need a Temp Certificate?: YES NO Issued On Temp Information: (Ail information required) Service Size 1 Ph❑3 Ph Size: ��A #Meters Old Meter# _ ,ANew Service Fire ReconnectOFlood ReconnectOService ReconnectE�Underground[Overhead # Underground Laterals K61 2 H Frame FPole Work done on Service? Y N Additional.Information: PAYMENT DUE WITH APPLICATION n\cPG` L 1 r N ofFoc,rCoG y� BUILDING DEPARTMENT-Electrical Inspector v i TOWN OF SOUTHOLD o • Town Hall.Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631)765-1802 Temporary Certificate # bL C Date �• l`�� 2024 Customer Name L Electrician Name QkjCLt \���� �},� lac. Address Phone e-mail e-mail Phone (0'��-5(0(0 (�"I t License# ` - ME Size 7=A Phase I Overhead Underground ✓ #of Meters I Remarks #of Underground Lateralsl 11 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 .® 1 .7, us F E B 6 %024 BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ,.I t;,Hc.Ti,,;. Town Hall Annex- 54375 Main Road - PO B 1• 8, -�. , a" ess aa Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ;;• rogerrna southoldtownny q.ov - seand cr southoldtownngov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: ) Company Name: Puccio Electric Contracting, Inc. Electrician's Name: Mark Puccio License No.: 4806-ME EI c. email:info@puccioelectriccorp.com Elec. Phone No: 631-874-2098 FI request an email copy of Certificate of Compliance Elec. Address.: 21 Frowein Rd Center Moriches NY 11934 JOB SITE INFORMATION (All Information Required) Name: Address: +' - - Cross Street: fxlns A r _ Phone No.: - �6-0211 Bldg.Permit#: L19 I$n email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): QtW - US(", �JuJP��►►� ' 2,00 A>nq D U.I' -Ciro► ro ut-)J Se�rVl cep Square Footage: iS(b Circle All That Apply: Is job ready for inspection?-. YES❑NO Rough In �t �a� ❑ Final Do you need a Temp Certificate?: 10 YES❑NO Issued On _'� ('E!� +� Temp Information: (All information required) Service Size 1 Ph❑3 Ph Size: ACO A #Meters Old Meter# _ New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect Underground LfOverhead # Underground Laterals JA1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION ��`�_GPM — � C-AA q PERMIT p Address: Switches Outlets GFI's � Surface Sconces -, 1 ' 1 H H's 1 1 UC Lts Fans Fridge HW Exhaust Oven W/D smokes DW Mini 1 arbon Micro �• Generator ,_ombo Cooktop Transfer aC AH Hood I Service A�mpss, r,Have UUsec :omments _ _ rtsnr5 �yll'.x o25 ,d The Fields at Mattituck - House Numbers by Town of Southold Suffolk County Building Lot # House Number (On Tax Map # (As Per Y&Y Plan) Stanley Rd.) 1000-106-08-55 1 2530 1000-106=08-56 2 2670 1000-106-08-57 3 2790 1000-106-08-58 4 2820 1000-106-08-59 5 2900 1000-106-08-60 6 4625 1000-106-08-61 7 4525 10004 06-08-62 . 8 4475 1000-106-08-63 9 4405 1000-106-0.8-64 10 4355 1000-106-08-65 11 4285 1000-106-08-66 12 4225 1000-106-08-67 13 3225 1000-106-08-68 14 3125 1000-106-08-69 15 3055 1000-106-08-70 . 16 2885 1000-106-08-71 17 2915 , 1000=106-08-72 18 .2805 1000-106-08-73 19 2655 1000-106-08-74 20 2555 1000-106-08-75 21 2495 1000-106-08-76 22 3010 1000-106-08-77 23 4500 �1:000=1:06=0878 —24 4380--- 1000-106-08-79 25 4200 1000A 06-08-80 26 3100 LIKAKA L. K. McLean Associates, P.C. ❖ 437 South Country Road - Brookhaven - New York - 11719 (631)286-8668 - FAX(631)286-6314 ❖ 25 Newbridge Road - Suite 212 - Hicksville - New York - 11801 https://www.lkma.com RAYMOND G.DiBIASE,P.E.,PTOE,PTP,PRESIDENT and CEO Associates ROBERT A.STEELE,P.E.,EXECUTIVE VICE PRESIDENT CHRISTOPHER F.DWYER JAMES L.DeKONING,P.E.,VICE PRESIDENT STEVEN W.EISENBERG,P.E. ANDREW B.SPEISER MATTHEW C.JEDLICKA,LEED AP KEITH J.MASSERIA,P.E. VINCENTA.CORRADO,P.E. TAMARA L.STILLMAN,P.L.S. June 21,2021 Town of Southold Building Department 54375 Main Road, P.O. Box 11 Yaphank, NY 11980 Re: The Fields at Mattituck(Lot:24) Letter Requesting Building Permit LKMA Project#:20099.000 SCTM:1000-106.00-08.00-078.000 To Whom It May Concern: The building permit # 45946 was previously approved for the referenced lot on 3/18/2021. However, the permit expired on 9/17/2022.Therfore,we are submitting for a new permit with a differing floor plan. In order to obtain a new building permit for a property located on Stanley Road in Mattituck we are submitting the following: • (1)Original Building Permit Application:Signed and Notarized - (1)Original Signed Survey - (4)Original Signed Sets of Architectural Drawings - (1)Copy of SCDHS Approved Plans - (1)Original ResCheck - (1)Signed Stromwater Management Plan - (1)Copy of Subdivision Map Thank you in advance for your consideration. Should you have any questions please do not hesitate to call me at (631)286-8668. Very truly yours, Christopher F. Dwyer,Assciate L. K. McLean Associates,P.C. CFD:fp Enc(7) Cc: Zenith Property Group w/enc. LKMA File Copy TODAY'S CHALLENGES I TOMORROW'S SOLUTIONS Since 1950 : so L11AA L.K. McLEAN ASSOCIATES, P.C. LETTER OF TRANSMITTAL CONSULTING ENGINEERS DATE: 01/10/25 1 PROD NO.: 20099 437 SOUTH COUNTRY ROAD ATT: To Whom it May Concern BROOKHAVEN,•NEW YORK 11719 RE: TO: Town of Southold Building Department Fields @ Mattituck:Lot 24 54375 Main Road Final CO Submission P.O.Box 1179 Southold,NY 11971 We are sending you Fx Attached Under separate cover via the following items: Shop Drawings Prints Plans Samples Specifications Copy of Letter Change Order X Other: Certifications Copies. Date ` No.Sheets Description 1. 1/10/2025 3 Energy Certificate 1 1/10/2025 1 Solder.Certification 1 1/10/2025 1 Final Signed and sealed survey 1 1/10/2025 1 Final SCDHS green stamp approval 1' 1/10/2025 1 Insulation Certificate These are transmitted as checked below: X For Approval Approved as Noted Resubmit Copies for Approval For Your Use Returned for Corrections Submit Copies for Distribution As Requested No Exception Taken Make Corrections as Noted For Review and Comment• Other: For Bids Due Prints Returned After Loan to Us REMARKS: Copy To: LKMA File Signed: Jake Ortiz-VanEvery 1 COMPANY RESOLUTION February 20, 2023 Zenith Property Group LLC a New York LLC duly organized and existing under the NY laws of the state of New York, does hereby certify that the following is a true copy of the resolution adopted by the Board of directors on Feb 20, 2023 which resolution is in full force and effect and has not been modified or otherwise amended: Resolved that Chris Dwyer of LKMA is appointed assistant secretary and manager for the express and only purpose of effectuating municipal approvals, Board of Health approvals, Building permit and Certificate of occupancy applications and approvals for homes and pools and building lots in Suffolk County. Witness my official hand d signature Belo Ze Nth rop Group LLC SURVEY OF LOTS 1-3 INCL., LOTS 5-11 INCL, 13-17 INCL. AND 209 21 AND 27 MAP OF THE FIELDS AT MATTITUCK FILED MARCH 31, 2006 AS MAP NO. 11370 LOCATED AT MATTITUCK MAP OF SUNSET KNDLLS, SECTION TVO MAP Nd 5448, FILED 419170 AREA SUMMARY TOWN OF SOUTHOLD /- /I- T LOT AREA SUFFOLK COUNTY, NEW YORK NO, SQ,FT, SUNSET DRIVE 1 56,640 (50' WIDE) 61.,994 NN FND. N/F 3 ME: "IAVIFI. V AND MARIA T Lr)) It"), �3 21 S.C.SC W.A. WELL SITE 5 38,395 BRISLITTI Lj NIF NIF G) /1�n 'D 1 6 41,673 CDNSTANTINOS SILVLN MArROS NIF P NIF ANDREW AND I MICHELLE AND I t4ILLER 1Z NIF NIF NIP- MARIA 7 36Ctr ,951 SUFFOLK COUNTY X NIF ICA THERINE AND MI L AND MARKELLA MAGRIPLES WATER AUTHORITY f t1l '-A W PEGGY THANAS PANDO KONSTANTINIDES OULSU LDUKAS Z_3 TSINIDES �j V) PER CONTOVEROS 8 32,74 4 MIN MA (1) /111. Z C 40 LEANING) MUN, FND. PaM MR Sa3*14'40"E 488,38' 139.,28' 9 56,959 N OT NIS 171. S22*00'50"E S,01-48'40"t Er r 0111 VN LINE 674,00' 100,03** — Nt3LB K L MIN, 10 4 7,933 NIS IL. 58 STOW E 0.11 S raNr 181__ WALL VAL L -7/\ p5, WIDE- EXISTING ANDIOR 11 37,104 1( L REI t7cA TEP, R.17 V, V421 13 51,437 0 SICIT.R W • 1 (27) 14 50,911�u cc, 0 1000-106,00-08,00-075,000 S,C.r,N. NG� 1000-106.00-08,00-067,1000 EASrMENT FOR x 4 9,208 NIT' S.C,T M. NO. SIC.TIM NG, rORM WATER 15 -10600-08.00-OW,000 NE0'3700"V----L54 PETER AND ELAINE 1000 N 0.00' RETENTION 1000-106,00-08,00-068,000 .16 37,240 AREA ,''�m PSYLLOS Sa"7100"T 040,001 (�j C) 3 0,17 31 1 < rn SUBJECT *'V C. 1?0 685 CL SIC.T.M. ND, S.C,T,R MV, pj PROPERTY 4 1000-106,00-08.00-069,000 t4 El 41,195 RRE ROW L L C Q: NIL GRE&G P KOCH 22 31,876 - 00",- 000 CU 33,931 W tn z Q J9 + 24 3L7,803 R NIF —60 FND TOWN OF SOUTHOLD N IF NICKULAS AND DINA L WL R NF L 1 1'171, 25 34,082 11 KA IVEL L US 1 W� o� S.C,TW NO, W. . SICTIM No. 1000-106,00-08,00-080,00 SC.TH, NC, 1CITIM MCI -106,00-0,9.00-070.000 1000-106,00-08,00-079,000 6*38 1000 in -1 10-V __" ?_6 32,010 SIC,TH, N191 4-04,O�7� 1060-106,00-Va00-056,000 27 1,367,048 AS SCTH, NO 7A D 0 _3 C� RI 145,80 t0 201 WIDE -z P,4 81,801 REL OCA TED @ I i - TOTAL Ql IVIF Cl R.0.W, 56,974 ACRE� t�, 0. JOSE-PH Af AND SCTA NO, S.C.T.M No, ZUNI) Lj .,.y r," EprN R MACARI 1000-106,00-08M-071.000 1000-106,00-08BO-076,000 AVE UGD RDIVI)INGNE rr",V�V,4y I I SIC.T.M. Ntl. Njl�_ 1000 10 _3 1000-106-00-08,0G-07Z000 0 C14 170-106,00-0S,00-064.000 50, WIDE WATER MAIN 6 9 I EASEMENT TO THE SUFFOLK COUNTY LEGEND WATER AUTHORITY ,6 NIF \AREA 145,800 S0,FT,1 () - , - - DECIDUOUS TREE F__9 :n NO CAROL C. KEIL KD DRAINAGE MANUDLE LOCATION MAP SIC.r.m.No, ®r . . . . . . ELECTRIC MANHOLE L11 (NO SCALE) 1-1 " C� FIRE HYDRANT 1�z 1000-106,00-08,00-063,000 NIF' JAMES AND I'LILLEEN (D 0 --I (D . . . . . . TELEPH17ME MANHOLE EVE STRAUSM4N WINSTON M47N 760 XP Y SC.TX NG, SIC.TX Na I %: M , , CATCH BASIN 1000-106,00-08,00-0-59,000 1000-106,00-08,00-060,000 �t 6 - - R17UND BRAIN INLET a , SC,TX Nig, SC,Tfif W7, SC Tx Na NOTES A . .. . . . . WA TER VALVE(FORMERLY ARTHUR BURNS) 1000-106,00-08.00-057,000 1000-106.00-C8.00-06LOOO �000-106.00-08,00-062,000 E) WATER METER 0a (4 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS, s4rml CABLE TV BOX POINT OF *10 MIN. FND, S MAE LOT NUMBERS S 0,11 PILL4R BEGINNING 2. BEARINGS AND DISTANCES AS SHOWN ON-THE FIELDS AT MATTITUCK",FILED MARCH 31,2006AT r1v aL. mam. rNA IB13 BUFFERAREA THE SUFFOLK COUNTY CLERKS OFFICE AS MAP NO. 11370, A 11, 7- UNDERGROUND TELEPHONE EFF rjN LINE . . . . . . . 10 N23.1 V00"V 410,851 '---N?a*39'00"V .200,06'-- NIF Ni?1*29'20"W 85443' WELL 3. ELEVATIONS TIONS REFERENCE NA vD 1988. DOUGLAS A AND FRANC ES M Cf,70FIEP UNAUTHORIZED ALTERATION OR ADDITION TO SURVEY MAP BEARING A LICENSED LAND 4. SURVEYOR'S SEAL IS VIOLATION OF SECTION 7209, SUBD/VISIONZ OF THE NEW YORK STATE EDUCATION LAW. 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL,BE CONSIDERED TO BE VALID TRUE COPIES. PROPERTY IS SUBJECT TO: 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THA'T THIS SURVEY WAS PREPARED IN • DECLARATION OF COVFNANTS AND RESTRICTIONS IN LIBER 11835 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE PACE: 254 (NOT LISTLD) AND LIBER 12389 PAGE 816 (NOT NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS LISTED). SHALL RUN ONLY TO THE PERSON FOR WHOM THE:SUnVEY IS PREPARED AND ON HIS BEHALF To • DECLARAT:ON AND COVENANT FOR ROAD DEDICATION AND THE TITLE COMPANY,GOVERNMENTAL AGENCY AIWD LENDING INSTITUTION LISTED HEREON AND HOMEOWNERS ASSOCIATION IN LIBER 12429 PAGE 522 (NOT TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO LISTED). ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. • ELECTRIC AND TELEPHONE EASEMENT IN LISER 12520 PAGE 531 (AFFECTS STREETS). Z UNDERGROUND UTILITIES SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON • ELECTRIC EASEMENT IN CIDER 10702 PACE 482 (NOT APPLICABLE), THE GROUND AND/OR RECORD PLANS.BEFORE AMY EXCAVATION IS TO BEGIN,ALL * WATER EASEMENT IN L113ER 12495 PAGE 137 (PLOTTED). UNDERGROUND UTILITIES SHOULD BE VERIFIED As;TO THEIR LOCATION,SIZEAND TYPE BY THE RESPECTIVE UTILITY COMPANIES, 8. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 9. THE SURVEY CLOSES MATHEMATICALLY, 10. ZONING USE DISTRICT.AC(LOTS 1-26)AND LOT 27-PROTECTED. DATE BY DESCRIPTION APPROV. BY REVISIONS IR Town of Southold Suffolk County, New York 'TITLE SURVEY Y TAX MAP NO. Propertv at Mattituck SUFFOLK COUNTY REAL PROPERTY CERTIFIED TO: TOWN OF SOUTHOLD: ZENITH PROPERTY GROUP,' "THE FIELDS AT MATTITUCK9' DISTRICT 1000 SCHEYER COURT LLC, SECTION 113.00 JOHANNA RICHARD 2012 TRUST, BLOCK 02.00 BROOKLYN TIMBER LLC LOT 001-002 GRAPHIC SCALE L. K. McLEAN ASSOCIATES, P.C. CONSULTING ENGINEERS & LAND SURVEYORS AND 0 200 400 1 hereby certify that this map was made from an actual surve�y SUFFOLK COUNTY REAL PROPERTY TAX MAP A/0. f M completed by me on 1010912020, 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK TOWN OF SOUTHOLD: nrl 711=7_4=001 i;;�,:IZVT • DISTRICT 1000 Sheet NO. r,5052,' Designed BY. G,L,B,/DX Scale: 1 100'SECTION 106.00 IN FEET 0� 075,000 10 068,000 BLOCK 08.00 I inch 100 it. TAMARA L. STILLMAN,P.L.S. LOTS 055,000-057.0061 INCL. and 059.000-065.000 INCL, and 067.000-071.000 INCL.and 074.000 and 075.000 NYSPLS No. 50528 Drawn Byt T.L.S,/DX Date: 10/12/2020 Approved 13ya T.L.S File No. 20099,000 2 ... .. ... . VE PER• � � Y.OF PRO TY: SUBDIVISION MAP OF .: s. THE FIELDS AT MATTITUCK:,", LOT 24 b . .' FILED O I 070 ...... ....... . SITUATE _4 TOWN OF SOUTHOLD �/. UFFOLK COU NTY,NEW YORK. . . ��: AREA-::OF. PARCEL = 32,80.3t .SQ.FT. OR :0:753t ACRE :.... _ / sr .. NOTES 1. SARE/NACCO S.STANDAROS.MEASUREMENT RDANCE WITH U ," .. �2. BEARINGS AND.DISTANCES AS SHOWN ON THE FIELDS AT MATTITUCK'FILED MARCH 31,:2006 AT 2 F OFFICE - -- - _ THE SUF 0 O FIC S - .. .. 3. ELEVATIONS REFERENCE NAVD 1988. q. .. ,�\ ,. - _ _ UNAUTHORIZED ALTERATION ORADDITION TO A SURVEY MAP BEARING A LICENSED LAND 4. . SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE NEW YORK STATE . -- EDUCATION LAW.- - - s. _ '" 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEYMARKED WITH AN ORIGINAL OF THE LAND 26// ��: ": � � ,. � � ,. � � � � .. � \��� � SURVEYORS EMBOSSED'OR INKED'SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. .. .. .n J _ .. .. _ .. .. .. .. .V -.. GG. 6 Jo _'CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED/N 6 ACCORDANCE-WITH THE EXISTING OF PRACTICE FOR LAND SURVEYORS ADOPTED BY NEW YORK STATEASSOCIATION OF PROFESSIONAL LAND SURVEYORS. SAID CERTIFICATIONS . _ \ SHALL RUN ONLYTHE PERSON FOR WHOM THE SURVEY/S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCYAND LENDING INSTITUTION USTED HEREONAND \: IF/C SFERABLE \ INSTITUTIONS O OWNERS. ".:. .TO THEASS/GNEES OF THE LENDING INSTITUTION. CERT ATIONS ARE NOT TRAN TO . s. ADDITIONAL/N R SUBSEQUENT OWN X48.3 7 UNDERGROUND UTILITIES SHOWN ON THIS'SURVEYARE.FROM UTILITY MARKOUTLOCATEDON ' J. - •= - THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO BEGIN,ALL.'-- s� .. ..... BE VERIFIED LOCATION,SIZE .TYPE.BY THE . �. ... ... .. '� ... �.: UTILITY COMPANIES. - - RIGHTS-OF-WAY NOT SHOWN IED .. lV ..,. .... .. .. .. .. THE SURVEYMATHEMATICALLY. . ".:. \ S /k% LEGEND `n\ �` ' `+�\ •�O_ .. +S�e�'' Q£ .. .....ELECTRIC MANHOLE:- :: .. \ : .: VACANT ` P =TV—••••..•..• •. UNDERGROUND CABLE TV \ ti\ /,� o . .. ...... L .. .. .:.. BUFFER AREA rycp .. .. / V1 .. .. .. .. /� E` \ �' ': � �=� � � 1 � '��, —T—•�•'••+�•'•��•�•'• UNDERGROUND TELEPHONE.' ' .. ;I—.. . . . .. .. . .. . . .. - .. .. .. .. O. .. .. .. .. -- Q o' F.NE � . ..............WATER-VALVE . ... ... o .... .. /)�. 9 �, O ... .�t/ ..............WATER.METER' .. .. .. .. .... CH BASIN .. .... �' .. .... � � :.. CAT .:'.:.. .....�... .. .. .. .. ,`�. �: ,�Q. �,� —E—:::...;....;.:UNDERGROUND ELECTRIC:::: .. .. .. 9�r '.:.. - - ' - —W=..............UNDERGROUND'.WATER .. ".: �Q � q _ ..- \L-I"s\\ .. /y: .. ■ ..............CONCRETE MONUMENT - 3Fy� \` �/ \j \�� '� 4 F o��O 02110L21 T.L.S. Corrected length along curve T.L.S. r �_._�� 62. 46.99 E DESCRIPTION \ 50.6 \ .. .L=j g101T44.6 _ REVISIONS.: . :JAFFR ; . .. \ 4 \ \ ... .... / Town of':'Southold oV�� / CERTIFIED TO: .. �. _ �.�i /.: Suffolk Cbunt New York .. .... LLC- . . .. --`�--�� U�1 :. :. Stanley Road::. , F� ; E UO Mattituck, New -York x so1 2.:FERST�NTERNATIONAROUT.LE AGENCY p1URE FI -. V 49.7 sI�N --Survey -of -Property SUFFOLK COUNTY REAL PROPERTY TAX MAP. "' � 1 hereby certify that this map was rriade'from an actual suniey" DISTRICT 1000 :.. '= ' : " ..completed by me on:05/13/2009 and Updated,11/25/2020. SECTION 106.00 .... BLOCK 68.00 �101��(, . " C. VEYOR S �� YORK • •' CONSULTING. ENGINEERS & LAND'.SUR LOT 078.000:. �a�x er COUNTRY. :'. ROAD, BROOKBAVEN :: :.... . AN,P.L.S.:- ,.,, She S,\Shored Wlth Me\Projects\20099.600 Flelds E Matt/tuck£ngr & Survey\Survey Dept\Drowings\20099.000 lot 24.dwg 6�29/2011 4,17 PM Tamara StllHari -- � =Proved gp: TLS He No. 1-0099.060- TAMARA L.:STILLM �' ' ' -' 210512020 NYSPLS No 50528 : Il ....... ....... .. ....... I m SITE PLAN DATA : St nle N/F LIMIT OF GRADING a I SIGNATURE FIVE LOAN TRUST // ZENITH PROPERTY GROUP LLC I m I TO BE DEVELOPED / 4380 STANLEY RD., MATTITUCK NY 11952 \ PUBLIC WATER 1000- 106.00-08.00-078.000 I SITE AREA: 32,803 SF /0.753 ACRES � .- \S� \\ ROP ILT FENCE LIMITS OF GRADING: 33,306 SF /0.765 ACREST� � g0 �.. m I A ETAI LED (TYP.) NO WELLS LOCATED WITHIN 100, \ 1 , I / I SOIL STOCKPILE / I AREA 500 SF f 1 \ \s0 \ \ ✓ / I I \ \ SEDIMENT ON SITE to CS '�°$• \ I I L— — — — — J \ \ \ SILT FENCING Ir \ :u?':�°ii�Nn7.`.`•:t,Ny:.:i�.''y•:.a.:iy:.:Jr}.btti i,rr y;'�:[;a;�'.!i.c::a`t.^riri S Jo B m � :ic�'G-Xy.•9 j:.::.�`4:Fw,,'ijJ,r c''C:.iiA.,.::+±c 2'. .•a'.y:'R & I _ \ ,�. \ `.i'••Jkt'ti' :%�Td`'i�t):.•s...-zi .k ;"t�','`vy":"r` ,,,,r.•a•t•,,'.;.,}� z 1 f f Q 0\ \ \ Q .i.t5�'y.^: may;, •c, =n�.�. :i r .L•ti.• .7.' �1', k a.;.,;:k ,,.,,;y'i;.tn:.'�..S.r. J ^yj�`�•\:•.,ka :�F'...te L':dur.;`�"L'' Z ' � / oQ ,?�i,.•i,a�.,.'14YM1.1�''�Ytw4 t?�Y�1r=art..t�SY...*r'i J a:rb K r'yN`i t'!.•..`��V it.1^'riy�:`.�'.'.��,i:5iC,�d.�.,.._y.w1.,'.�;.,._.,:F_��w,r."e�.':l:;�.�:y.a.ti e•;y,;r,..`:..::i.;i�r:'�,i1�:�^'�..1�v•:4'Ja•'>:i':4.�?:r',rti:ti��"•,t...•�Y�:r�..�•r,:,• _O Lo PROPOSED R NCH D f4 W 6" ADS AINAGE PI N o� N�.,,.. ti•:+ .�.',.• ,,.Py ��2 . I ., - � .i.<'ia .4�.: i a:;e`:W •+.e:;iY`• r`4 yf'..�tr:.Y q<<i o m TO DRYWELL �,[�O�O, Y,��x.��i :5�.a�.'il�,,'".4.`.,:• :ti:�"�'•.k:i�?.F^`.;,x'.•;:_;t,•'r.`�.rY,':y`':`••i,�d: o I + CONSTRUCTION ENTRANCE—FOUNDATION STATE COMPACTED 3/4'STONE BLEND OR N.Y. m - \ q SM PPROED TE D.O.T.AV RCA FILLTo18• PROJECT \ I (MT..)A80VE IXISDNG GRADE FOR °RAJ"" LOCATION \+ \+/ PLAN VIEW p� , \ If A +�+ LOCATION MAP ° SCALE: 1 = 1 ,000' J \ Dw2� \ s �- off, CONSTRUUCNON ENTRANCE—FOUMOAATIDN OF COMPACTED 04 3/4'STONE BLEND OR N.Y.STATE D.O.T.APPROVED R.CA 1 \ 1111 \o r' • • A w OO 1 \ SILT FENCINGFILLT018'(Nin.)ABOVE EXISTING GRADE FOR DRAINAGE. ¢ \ DWI\ iJ ���MMY�y�r� ` \ CROSS SECTION 50' \ TEMPORARY CONSTRUCTION ENTRANCE 0 Q ; / ' \ SCALE. NTS o DW3\ \ 8" THICK REINFORCED CONCRETE COVER - CONCRETE SLAB BELOW GRADE \ ` SST / \` SURFACE AS PER SITE PLAN TS Jaid' - x r do o O� O N N PERSPECTIVE VIEW i SPL'fO F�NC�I \` \\ FE /' \ CHIMNEY AST CONCRETE AT ENTRANCE LP f \ , 36" MINIMUM 2 x 2 FENCE POST ®® ® ®® ® WOVEN WIRE FENCE g (I-TILT ®®®® ® ® (6 x 6 - 10 / 10 WWF ®®In® ® Km 5 II(I I_ 0®®® ® 8" ADS DRAINAGE PIPE FILTER CLOTH Ic Ir< ' ®®®® ® TRENCH DRAIN ONLY. FOR SCOpLLJ ®®® ® 6" ADS -¢ 1° a ®®® ROUND MNBED6FILTERO G Z IIIII ® EL ®®® s. NOTE: MAX¢ ❑C2 ; IIIII= /2IM ACRE / 100 LINEAR FEET RA AREA oil SECTION DETAIL _ \ \r \ W w W 1--��' /� / CLEAN SAND & e.• °p GRAVEL FILL. I SILT FENCE DETAILS GROUND t'ou WATER C_ O\ 0 / \ 2'-0" Mir.. 8'-0" Diameter 2'—O" Mi CLEAN SAND & p GRAVEL FILL.\ ( a 4 ' I 2' HEAVY DUTY BAR GRATE, HOT 2 ' �/�\ � 9- � � �- � � n \ — __ _ I DIPPED GALVANIZED, 1.5" O.C. 1'-4' 4_1 \ TYPICAL SECTION C�► LEACHING POOL DW` • 3/4" DIA. ��10�� _ J ANGLE FRAME sed.:NIS HOLE 4" E DEEP FOR �,-,�,ZZ CONNECTING 1 (D \ `$ PIN DEPTH EXISTING A A 9" 0 GRADE 0.0' ; 52' BROWN SILTY SAND VARIES ROOF LEADER 2 5,. AND VIEW SITE PLAN TRANSITION 49.5' j CAST IRON CLEANOUT "T" PLAN —L E SCALE: 1 "= 20' BRANCH WITH BRASS OR '-3" NOTES L BRONZE THREADED PLUG -1 0 20 40 4" CAST IRON PIPE BROWN CLAYEY SAND . 2" 1. CONCRETE DESIGN STRENGTH Feet PER ASTM C31, 4,000 PSI AT 28 DAYS 1% MIN. PITCH_ GRADE 9" 4'� 2. REBAR ASTM A-615 GRADE 60 N — DI � "'4"�'•'• 3. WELDED WIRE FABRIC ASTM A-185 _I I_ 12' 40' 9. 4. TRENCH DESIGNED FOR AASHTO H-20 LOADING •�w :.• 00 00 l 4' SOLID BLOCK I 00 LEGEND: I r,— I 8" ADS PALE TO BROWN FINE SAND OMIT END WALL FOR INSIDE SECTION rq 5 -0 ����111 SLOPE ® 1% SECTION A-A —I PROPOSED BUILDING ROOF LEADER DOWNFALL DETAIL TYPICAL TRENCH DRAIN cn PROPOSED ASPHALT DRIVEWAY N.T.S. DETAIL --- 18 34' n PROPERTY LINE N.T.S. Q —(ID-- PROPOSED CONTOUR STORMWATER DRAINAGE NOTES: TEST HOLE BY MCDONALD GEOSCIENCE DECEMBER 23, 2020 / CALCULATIONS' 1. THE FOLLOWING TEMPORARY CONTROL MEASURES SHALL BE CONSIDERED Q —11.0—EXISTING CONTOUR AS A MINIMUM. 10, (NO WATER ENCOUNTERED) PROPOSED SEPTIC TANK REQUIRED DRAINAGE CALCULATIONS: 2. IN ADDITION TO ALL SEDIMENTATION AND EROSION CONTROL MEASURES (TYP.) HIGHEST EXPECTED GROUNDWATER ® EL. 0.50' DATE BY DESCRIPTION APPROV. BY `✓ (2" RAIN EVENT) SHOWN, THE CONTRACTOR SHALL COMPLY WITH ALL ADDITIONAL MEASURES O O O 0 I-_ DEEMED NECESSARY BY THE ENGINEER PRIOR TO AND/OR DURING THE I-, LPG PROPOSED SANITARY LEACHING POOL IMPERVIOUS (ASPHALT) - 1.985 SF COURSE OF THE CONSTRUCTION. TEST HOLE REVISIONS u 1-985 85 X 1)= 1 AINF 3. ALL SEDIMENT CONTROL DEVICES AS INDICATED I THE PLANS SHALL BE TOWN 0 F S O U T H O L D O ;�� PROPOSED FUTURE EXPANSION SANITARY LEACHING POOL 1.985 X 2/12" ( AINFAL )= 330.83 CF INSTALLED PRIOR TO DISTURBING ANY SOIL N MILLING C S ASPHALT N.T.S. _/ PAVEMENT IN ACCORDANCE WITH THE SEQUENCE OF CONSTRUCTION PLANS IMPERVIOUS (ROOF) = 1,970 SF WITHIN THIS CONTRACT OR AS DIRECTED BY THE ENGINEER. THE SAND BAG S U F FO LK COUNTY, N Y —s PROPOSED SANITARY PIPE CONTRACTOR SHALL MAINTAIN ALL SEDIMENT CONTROLS AND REMOVE C=(2,020 X 1)= 1,970 COLLECTED SEDIMENT ON A WEEKLY BASIS OR AS DIRECTED BY THE + 1,970 X 2"/12" (RAINFALL)= 328.33 CF ENGINEER. COLLECTED MATERIAL SHALL BE DISPOSED OF PROPERLY TO AN o IMPERMEABLE —D PROPOSED ADS DRAINAGE PIPE OFF—SITE LOCATION AS DIRECTED BY THE ENGINEER. 0 SHEETING o PROPOSED DRAINAGE CALCULATIONS: A A THE FIELDS AT M ATT I T U C K Q (DW#T PROPOSED 8'4 DRAINAGE STRUCTURE (SOLID COVER) 4. NO CONSTRUCTION AND/OR GROUND DISTURBANCE MAY OCCUR UNTIL ALL ./ SEDIMENT CONTROL MEASURES DEPICTED ARE IN PLACE, AND APPROVED Q ASPHALT DRIVEWAY (DW3)0. BY THE ENGINEER. SECTION ' I— PROPOSED WATER SERVICE A-A83 CF REQUIRED O / 8'm DRYWELL= 330.83 CF/42.25 CF/VF= 7.83 VF 5. STABILIZED CONSTRUCTION ENTRANCE SHALL REMAIN FOR THE DURATION r PROVIDE: (1)80 LEACHING STRUCTURES 03' DEPTH OF THE SITE WORK UPON COMPLETION OF WORK IN SEQUENCE. 0 O O O O O LOT 2 4 S T O R M W A T E R 1:1 OR FLATTER —13 PROPOSED SILT FENCE SIDE SLOPE z —E PROPOSED U.G. ELECTRIC SERVICE ROOF (DWI & DW2) PLAN MANAGEMENT NFL. MANAGEMENT SITE PLAN rq Q 328.33 CF REQUIRED P.C.EST HOLE LOCATION PR8'0 IDE: (LL= 328.33 CFf STRUCTURES CF/VF= 7.77 VF O sr`D L. K. McLEAN ,ASSOCIATES, 1 `/ o Q PROVIDE: (2)80 LEACHING STRUCTURES 03' DEPTH CONCRETE WASHOUT DETAIL '� � <"� �'�. N n w EX. UNDERGROUND WATER N.T.S. �- —T EX. UNDERGROUND TELEPHONE — CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 N (_ THE PERSON LAW OF THE STALE OF NEW YORK PROHIBITS y M F/CFD Scale: AS NOTED L ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS - �' Designed B Sheet No. SUNDER THE DIRECTIDOR THE ON OF A UCENSED SPECIFICATIONS,NG UNLESS S PROFESSIONAL T3E, THE 9 ` �-a DESCRIBE THE WHERE LL EXTENT OFFTTHENALTERA71S ARE ON ON THE oIOi1A�v�� Drawn By: MF ©ate: FEBRUARY 2021 PROFESSIONAL ENGINEER MUST SIGN. SEAL.DATE AND J j1 �1J 7 DRAWING AND/OR IN THE NSPECIFICATION 720RFl 2 TION (NYS ED. LAW Approved pproved By: RAS File No. 20099.000 SUFFOLK-COUNTY DEPARTMENT OF HEALTH SERVICES XII DIN PERM T FOR APPROVAL,OF CONSTRUCTION FOR A. eFses z STORY RESIDENCE SINGLE; FAMILY RESIDENCE"ONLY 4 BEDROOM ZQhING R-40 (RESIDE-) - .. \ SITE DATA: .. .. .. 1 SCTM@: T000-1oe,-0B-Die DATE -3/1/2021 H_S.-REF: NO. R-21-0052 SITE AR 3 ACRES SIGNATURE FIVE LOAN TRUS7: / ( y� 150 OF PROPOSED SANITARY ' EA 0 75 I L TD BE DEVELOPED i�160,00, GENERAL NOTES• APPROVED .- _ 1. K OR SHALL IT N 65.°2536 P�`f`"ATE' E M OF A . .. THERE ARE NO KNOWN WELLS DEEP 0 WITHIN ARY _ — f THERE STRUCTURES. XP RES MAX[T�RIEE Y ARS FRO DA ED PPROVAL. � 2. THERE ARE NO KNOWN STORM DRAINS Wff}11N 20'OF PROPOSED CESSPOOLS. .. .. . ."'��I ... \\ - I 3. THERE IS A"WATER MAIN;AVAILABL.E ON STANLEY ROAD. - .. 4. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 4 BEDROOMS., Z ' .. \ SURVEYMEASUREMENTS ARE IN ACCORDANCE WITH U.S..STANDARDS. - - \` .. 2. BEARINGS'SHOWN ARE.IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ELEVATIONS EXCAVATION INSPECTION REQUIRED 7 y 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVD 1988. , Z I �I - \ V1 4. TOPOGRAPHICAL SURVEY OBTAINED FROM 2014 USGS CMGP UDAR:POST SANDY FROM -' \ THE NATIONAL OCEANIC ATMOSPHERIC ADMINISTRATION of 5 PROPERTY SURVEY PERFORMED BY LK.McLEAN ASSOCIATES,P.C.ON 5-13=?009& FOR-SANITARY SYSTEM u tp O ,1 + \ W UPDATED ON 11-25-20 - tilt a \ HEALTH- DEPARTMENT Y }pO PROP. y 1 a I O DRAIN �� >- r LEGEND ro• V n "/ f,C \+\ <�.•� PROPOSED BUILDING - - V/j G O.N. GePLain KV1d DTNe -.; -,r.._' ',A G'F `, n`n?' PROPOSED ASPHALT DRNEYIAY , _ OM.•J A PROPERTY LINE j G.7 �C: cU` G•_ c C.:% c� a %J .. i {1 PROPOSED CONTOUR I u rJ 1 alp 6 f`O �, —11.0—EXISTING CONTOUR (i`i\Y`R ' C _P[`::•:� U:'_2� . - •T C'P .. U -E .. �I .. I \ �. "'\ _ •`�t�,J�'1/S F 00 - tR PROPOSED SEPTIC TANKt14, 'O� .. (I . `\i7 .' -" 2yl FO � �' (u•� PROPOSED SANRPRY LEACHING.POOL 4, \ 70 WATER SERVICE / _ _ 4 (rt� PROPOSED FUTURE IXPANSIONSANRARY.LEACHING POOL !� •j _ �, C O• / \ MaRiWck Hills (� PROPOSED SANITARY PIPE - 45 m ..... �\ \ ✓ .I,, MIN. _- l.. - - _ .:" .. � � .. N 1 c . � C _ PROPOSED e'ADS ROOF DRAINAGE PIPE S �_) PROPOSED 10'0 DRAINAGE STRUCTURE(SOLID COVER) .. �' PROPOSED WATER SERVICE Q\1' PROPOSED U.C..ELECTRIC .. .. ROOD O! ^„' O 0 '✓' <8 '.� �' �t .. TEST HOLE LOCATION IC .. Si'_Y�• i R- _ _ �(PN o�. .t�i .. \ _ m MIN.. FE�� •� ` E-L UNDERGROUND WATER SERVICE .. a .. l.! LP_: .. IX.UNDERGROUND TELEPHONE C _K E • y PROP. .. .. , . _. : \\\ \\ ♦. a'W MLA ELECTRIC �F r _ SERVICE 4 LOCCAT ON' .�. c 0 .DEPTH GRADE EXISTING .. .•� ... �'+ EX. °O• d \ \�� � \ /) Z Or }:52' BROWN SILTY SAND .. .: 3i• E 2.5' 49.5' \ d(�� ... .. ... L \ \�•-_E -. oP'•i^Y Ni ,�-5="� BROWN CLAYEY,SAND. D. AS�L -` _ _ .. - M -___�_y-E RDA'. STANCE . -- . IY i 12 LOCATION SCALE: 1 1,000 MAP \ - Spy `4g- ��_, f (PRIVATE RIAD "�� � ._9j ( v an / 1 I 1 ". A:,)Y PALE TO BROWN.FINE SAND .. .. .. .. Revised prove 8 16 202 7 . . n Expires: 3/1/2024 34 a TEST HOLE BY MCDONALD•GEOSCIENCE :/ - .. ... - .. .. DECEMBER 23, 2020. .. .. a, SITE PLAN ..: .. :. .. .. .: - (NO WATER ENCOUNTERED).. .. .. SCALE: 1"= 40' � � � � � - � � HIGHEST EXPECTED GROUNDWATER-®EL. 0.50' HOLE3 .. : .: - .. T N.T.S. - .. 7/27/21 MF UPDATED FL OR.PLAN CFD TES p ., _ .. - ;. • 2/10/21 MF AS PER.COMMENTS FROMOSCDHS,DATED 2/9/21 CFD n, .. .. ..... ,. DATE BY DESCRIPTION APPROV. BY 5 .. REVISIONS TOWN OF SOUTHOLD SUFFOLK COUNTY NY . . _ THE FIELDS AT MATTITUCK LOT 0 24. 0SANITARY a EOT NElyy h�PEs pEKoy�p� 4 L. K. McLEAN ASSOCIATES, P.C. .. CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKHAVEN.NEW YORK 11719 wm.o„n.e. ` Designed By. MF/CFD scale: AS NOTED LT na muimm w wµsTArz a No,vux mw�mrs Sheet No. SA 1 wx�+u Drawn W. MF Date: DEC. 2020 N 073071 j - - - ell— FESSIO - �; ". .. .'. .. .. ... aa•%x>aao-�} .. APPrwed By;. RAS File No.ZO099.000 .. . . F.F.ELEV.-53.25' STOPPER OR END PLUG - - - :. E ELEV.=51.20'... IN LANDSCAPE GRADE 57. ) NG 70 E COVER .. .. .. .. . 10'x 15'OUAZITE FINISHED LOCKING CASTING GRAD ENCLOSURE WITH COVER I— r(E4 00 E AREA 1 -11II- _ . .. CONCRETE .. ..: —_ MIN. .. .. .. .. ... 20 1' IN. ... .. 1 1 'MIN. L EXISRNG - ..2 MAX. . . .. GRADE :. .. .. ... .. ". :. .. .. .. •• _ .. .. CONCRETE CHIMNEY MI .. .. .. ... .. ... 1 " ... •... N.4•DIA " . .. .. SDR 35 PVC .. : .'." 20 .. .. .. .. PIPE PITCHED - .. . ' MIN. 1 4'.PER 1• .. a - .. .. 6' i SOR.3 PVC PIPE D .. .. INVERT(IN) —__ __—— NMI7 8.P�P7 g e• ELEV.46.70' .. �'.. 25' - - .. BAFFLE 1 MI NED .: .... WALL .. CAST IRON PIPE SHALL .INVERT(IN) g• INVERT(OUT) EXTErID THROUGH FOLK COUNTY DEPARTMENT OF H SERVICES FOUNDATION WALL A MIN. ELEV.45.70' 4.0' — - ELEV.-45.20' - - - - - SUF NTY DEPART HEALTH OF 2' (EFF.DEPTH) � .. . ..: INVERT(IN). .... .. 6'SDR 35 ELEV.44.20' PVC DROP TEE .. .. _ I f-6• -2_0. 8'O 1,250 GALLON SEPTIC TANK W/DOME �L - I SECTION STAINLESS ... STEEL BOLT ..... 12-0' PLAN'. i/e'THY WA9RA .. .. ... - - ..: 31W 0-RMG CASKET TO ASTM A4B CUSS 30. .. .. I 1. 358 SAEMFKONFOIUJS B OR .. NOTES;. ': ..:. ... ": '.. ... 3i0' :. _ 2 3L�W�DI� FOR - Y .. .. noNs �'II RATING; AlSHIO k NS 20 44 TRG/rWA .: 1.CONCRETE MINIMUM STRENGTH: 4.000 P.S:L'® 28 DAYS. .: .. o I .. PRECAST OR - ISLAND - W. .: .. -.2.ALL FRAMES & COVERS SHALL BE, WATERTIGHT, INSECT-PROOF AND '(MiN.) - - .� E AND COVER AS MANUFACTURED BY LONG I1�. - I COLLAR APPROYm DUAL. . ..... LOCKABLE. .. 24"ID WATER TIGHT HEAVY DUTY FRAME & COVER .. 3.CHIMNEYS SHALL BE REINFORCED PRECAST CONCRETE AND MAY NOT - I - MYc - EXCEED TWO FEET IN HEIGHT. (TYP.) - BOTTOM OF Pool ' 3' ELEV.32.53' 4.UTILITY LOCATIONS SHOWN ON THESE DRAWINGS ARE BASED ON ' . :. . . _ 6'MIN.P EiRATIONI EXISTING UTILITY RECORDS.AND ARE APPROXIMATE ONLY.. IT. IS THE I " •q:. I Uil'D.AVIR'IN STRATA.- ... .. ... . CONTRACTORS RESPONSIBILITY TO VERIFY THESE LOCATIONS AS WELL OF SAND&GRAVEL AS OTHER UTILITIES THAT MAY NOT BE SHOWN ON THE PLANS. n>a1s�iD � 'aAiE oR GnrtR surrelc cam _ 5.BACKFlLL.MATERIAL MUST BE COMPACTED WITH A MECHANICAL - rnrtt w uumscwC uNA - COMPACTOR AT 6" LIFTS. BACKFILL ... E - MATERIAL CLEAN ... ' 6.CONTRACTOR SHALL BE RESPONSIBLE FOR RESTORATION OF ANY SAND AND GRAVEL . DISTURBED AREAS. 3'MIN.ABOVE HIGHEST '... ... . . ... . EXPECTED GROUNDWATER 7;ALL UNSUITABLE MATERIAL'SHALL BE REMOVED AND REPLACED WITH _ " o - CLEANFILL MIN. OF 3' AROUND AND BELOW THE SANITARY .. ." - TYPICAL LEACHING POOL STRUCTURE. .. - - .. - .•uA w uBDr. - � - tk4kC 6T 1IYE fliN101 . . .. HIGHEST EXPECTED WATER E LEV.=0.50' .. .. .. "- ., .." u --- .. ------------- TYPICAL CLEANOUT DETAIL u. y... LOT -24 SANITARY PROFILE �� ..... � - � .. N.T.S. .. .. .. ... :. .. .. .:. 2/10/21 MF .:.AS PER..COMMENTS FROM SCDHS DATED.2/9/21 MF .� .. '. ' ...DATE .....' DESCRIPTION ..... APPROV. BY o s „ , •. REVISIONS 0 TOWN OF SOUTHOLD a SUFFOLK COUNTY NY �_:;: _• .. THE FIELDS AT:MATTITUCK 2 0 y _. T,P�coFof;y�� LOT 24 SANITARY DETAILSDO . q. y � � .:. L. K. MCLEAN ASSOCIATES, P.C. . . muc�iw w a M srac a Kx rAaan S NOTED Sheet 1NO. N oro.D��„p N. PQp 73071 P� MF/CFO CONSULTING ENGINE 437 SOUTH COUNTRY PD..BR00KHAVEN NEW YORK V-igscat .. :. .. .. 99 -_ r"'a`mM.1 fF$$ION DrawneBy MF �Datee' DEC. 2020 . .. _ �'. n" u' APPr�a ey RAS FIT.No. 20.099.000 M m SA2 LEGEND SURVEY OF PROPERTY Q •••""'""•ELECTRIC MANHOLE U/C ••••••••••••••UNDER CONSTRUCTION -TV-•.........•••-UNDERGROUND CABLE TV DRL ..............DRAIN-RI711F LEADER ON THE SUBDIVISION MAP OF Q •""""""•LOT NUMBERS IF EL. ••••••••••••-TOP FOUNDATION ELEVATION THE FIELDS AT MATTITUCK WV •......... ••-WINDOW WELL x48.3 ..............SPOT ELEVATION I -T-••••••••••••••UNDERGROUND TELEPHONE TC ••••••••••••••TOP CURB LOT 24 D4 """'•"^"WATER VALVE sO """""""SANITARY MANHOLE FILED MARCH 31, 2006 AS MAP NO. 11370 Q,/\ 1oC��`� ® '•..::..::""WATER METER ® .............•ROUND DRAIN INLET V` 1 SITUATE AT if5) � •.•••CATCH BASIN COG .............SANITARY CLEANOUT MATTITUCK-E-•.•••••••••••-UNDERGROUND ELECTRIC . ..............CONCRETE MONUMENT -W--• ••••• UNDERGROUND WATER TOWN OF SOUTHOLD 5'Z$ / SUFFOLK COUNTY,NEW YORK �Y�v 0� / ♦` AREA OF PARCEL = 32,803t SQ.FT. OR 0.753t ACRE 1 NOTES / -\ ♦6� 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS AND DISTANCES AS SHOWN ON'THE FIELDS AT MATTITUCK;FILED 2© MARCH 31,2006 AT THE SUFFOLK COUNTY CLERK'S OFFICE AS MAP NO.11370. `I' (�/ ♦♦ 3. ELEVATIONS REFERENCE NAVD 1988. rS �ti / 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A \ ♦ LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION �/ \\ � ♦` 2,OF THE NEW YORK STATE EDUCATION LAW. � \\ / If 7�\ 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL .� / \ / ♦f� OF THE LAND SURVEYOR'S'EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED '13 / \\ / ♦ �� TO BE VALID TRUE COPIES. SOUND / b�j° SW1MZp% O 40' OL BCERTIFICATIONS INDICATED SIGNIFY THAT THIS SURVEY WAS PREPARED `// ♦ / INACCORDANCE WITH THE EXISTING CODE OFPRACTICE FOR LAND SURVEYORS U/C ^ ♦ / ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND .0 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, 52.3 51.4 / ♦ 47.9 GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE \ WOODED o'3 / ♦ ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT 11 / 52.151.60 ° 51,4 511 WOOD X4a3 TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. +��\ / RIM=44.13 551 51.0 52, I'9TITLIP U/C �O WOUBED 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT N� S 52.0 44.2 3 51.5 Q LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS Y- 52.2 51.0 O„� TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR 44 2 3.5 51.0 LO O TV LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. 522 31.0' .51.150.9 O� rF EL pUNDAT ON 3 50. N j o�Z ��� 8. RIGHTS-OF-WA Y NOT SHOWN ARE NOT CERTIFIED. �\ \� 4' ; ass 50.0 � a �lv� 9. THE SURVEY CLOSES MATHEMATICALLY. 50.8 �\ \ 9.8, `t^,-� 18'9' q82 ,�Q ' 10. ALL BURIED UTILITIES(WATER,ELECTRIC/TELEPHONEAND GAS)SHOWN ON THIS 7,1' `4 13.1'm 53 9 �r7 SURVEY ARE BASED UPON AS-BUILT INFORMATION PROVIDED BY THE `-(, CO \ / + OWNER/DEVELOPER OR THEIR DULYAUTHORIZED REPRESENTATIVES(INSTALLER) A 9/J O % 11 5254 22.91 51.8 / p MEASUREMENTS. WOOD M 1 Sty cOy \\���-�\ 11 SU/CP OS \\ tiI E % so�;w -F\A �000 \\\ \ o GJR$ 4B.S�yB9 P9 yo, MAY 2 4 2024 a �P��P���� ; ,��o� �W ro 9sAy ,so.9 \ \ �' o S �� `QP�A 1. STj` ,F �uIlding Department \ 1 9<r 9L+\` ♦♦ \\ \\\ 4s.7 lQ� 9 '�©art of Southold o \ ♦\ \ 1 "Ovoo /49JX Iv L_\\ IG� 9 / O� DATE BY DESCRIPTION APPROV. BY so6/X// r\ R` S,Op 1 -T �$01184A'648.9 ` 050528 - REVISIONS 498 1 \ ® LAND Town of Southold Suffolk County, New York x5o.1 j * F TRUS? Stanley Road 49.7XF T SIGNATURE FIVE LOANI hereby certify that this map was made from an actual survey Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP completed by me on 0511612024. Foundation As-Built DISTRICT 1000 ,p COL. K. McLEAN ASSOCIATES, P.C. SECTION 00 yYt�dl Q / 437 SO. COUNTRY ROAD.08. S & LAND SURVEYORS BLOCK 08.00 BROOKHAVEN. NEW YORK `-� LOT 078.000 Su ay. JPL/NR sea�e r= 30' Sheet No. ' � TAMARA L. STILLMAN, P.L.S. NYSPLS No. 50528 nra.n ar DM Date: osini2o24 Lj P,\20099.000 Flelds 2 Mattituck Engr 8 Survey\Survey Dept\Drawings\LOT 24\20099.000 Foundatlon AsBullt.dwg 612912011 4117 PM Tamara Stillman approved ay. TLS D.t No. 20099.000 LEGEND. (D .............. ELECTRIC H4NHbLt UIC UNDER CONSTRUCTION SURVEY OF PROPERTY —TV............... UNDERMDUND CABLE TV ZRL ............ DRAIN-RDOF LEADER ON THE ............. LOT NUMBERS FF EL. .............. riRsr rLow ELEv4noN SUBDIVISION MAP OF VV .............. WINDOW 4/ELL GF EL. .............. 6ARAGE FLOOR ELEVATION .......... UNDERGROUND TELEPunmr x4a3 ........ spur ELEVATION is THE FIELDS AT MATTITUCK ...............vArER VALVE TC TOP CURB LOT 24 ......... VATER HETER 0 ..............sANzrARY MANHOLE FILED MARCH 31,2006 AS MAP NO. 11370 ..............CATCH BASIN @ ..............ROUND BRAIN JNLEir SITUATEAT ...............UNDERGROUND ELECTRIC q1 ..............SANITARY CLrAAWT MATTITUCK —V. ..............UNDERGROUND VA TER .........CONCRETE- Pa w-mmr -5 C) .............awczwas TREE ..........ELECTRIC METER TOWN OF SOUTHOLD ..............MRIGATRIN BOX ..............ELECTRIC MANHOLE SUFFOLK COUNTY,NEW YORK AREA OF PARCEL 32,803± SQ.FT. OR 0.753± ACRE 23 Na S 4.W TER J A N 1 3 2025� \ I'll G \ \ /WDOVED ELECTRIC TER ON POS X483 Building/Department 11 VVOD U/CI f Dk s�'\ + 1 0 RIH=44.1 Town of Southold , A XWO 's, 31B 2 STORYZn NOTES Tr FRAME 1. ME4SUREMENTSARE INACCORDA&CE W17H U.S.STANDARDS. % ]) 0146 41 _P ABOVE VIRC ri%r tm E UNDUMV 1. BEARINGS AND DISTANCESAS SHOWN ON'THERELDSATALATTITum-,FILED T AND IV& 4q `.` _ \ �\ 4f Pas 'I & PROPANE MARCH31,2006AT THE SUFFOLK coutnYCL.ERIcs OFFICEASMAPNO.11370. 'S S, 9.61 4 rAINS PV .c8 \ / "�1, J. ELEVA77ONS REFERENCE N4VD 1988. L A, - Go�% a 1 4. -UNALf[HORIZEDALTERA770NORADDI77ONTOASURVEYI.fAPiEAPJAVA a UCENSED LAND SURVEYORS SEAL 19A woLAnON OF sEcTiom 72og,SUBDIVISION: \x DRL 2.OF THE NEW YORK STATE EDUCATION LAW. BRICK 10 S. ONLYCOPIESFROM TWORIGINAL&THIS SURVEYMARKED WIMAN ORIGINAL In X 6 S112T OF 7HELAND SURVEYOR`S'EAfBOSSED.OR'INKED.SEAL SHALL BE CONSIDERED S\L�. FVP % % TO BE VALID TRUE COPIES. % . cER 77FicA TioNs wDirm TED HEREON SIGNIFY THA T THIS S UR VEY WA S PREPARED 4- 21 Wh 11� AP INAccoRoAmdE wnH THE EMS.TING CODE OFFRACTICEFOR LAND SURVEYORS > ADOPTED BY THE NEW YORK STATE A SSOC1477ON OF PROFESSIONAL LAND. lot. d 9A \ �3 T.. SURVEYORS,SAID CERTIFICATIONS SHALL.RUN ONLY TO TREPERSON FORWHOM LFACKI THE SURVEYIS PREPAREDAND ON HIS BEHALF TO THE 177LEtOMPAW GOvERN.vENrAL AGENCYAND LENDING INSTITUTION LISTED HEREONAND To THE ASSIGNEES OF THE LENDING INSTITUTION CER77FICATIONS ARENOT 5 TRANSFERABLE TOADDITIONALINSTITUTIONS O;.�SUIjStQUENTOWXE0S. 'V4 /J)v • Z UNDERGROUND UnUTIES SHOWN ON THIS SURVEYAREFROM U77UTYA!ARKOUr LOCATED ON THE GROUND AIVIXOR RECORD PLANS.BEFORE ANY E)(cA I vAj7oNjs TO BEGIN,ALL UNDERGROUND UTIU77ES SHOULD BE VERIFIEDAS TO THEIR 49.1 X LOCATION,SIZE AND TYPE B Y THE RESPEC n VE UJIUry CO?.fpANIE& lwu- 09 4. 4 15' '1� B. RIGHTS-OF-WAY NOT SHOWNARE NOTCER77FIED. fall ::4 M6 511 E 9, THE SURVEY CLOSES MATHEMATICALLY. APRON `tot • NE i, - - 10. ALL BURIED UTJUTIES(W.�TER,ELECTRICITELEPHONEAND GAS)SHOWN ON THIS 1L. S SURVEYAREBASED UPON AS-BUILTINFORMATION PROVIDED BY 7HE. VII C)&WERIDEVELOPERORT)qEIRDULYAUTHOPJZEDREPRESENTA77VE'S(INSTAUM-, PP-1 f MEASUREMENTS. XMI 497.7X 4903 "Cpp glW -44-1 15 4 IW.A Added gas lines and revised San.size 0110 By DESCRIPTION, JAPPROV. 33Y 0 REVISIONS 050528 : Town of Southold Suffolk County, New-York. ELANDS Stafiley RoiLd Mattttuck, New York r6m aaactualsurvey I hereby certify that this map was made f —Built SUFFOLK COUNTY REAL PROPERTY TAX MAP Fit A8 DISTRICT 1000 completed by me on 0912912024. L. X. McLEAN AssociATEs SECTION 106.00 ENGINEERING & SURVEYING, DPC Au/ 437 SO. C6UNTAY ROAD, 331i00XELAVEN.'NEW YORK BLOCK 0 LOT _0 .000 _,4 &mm E�t jpLeNR -I- 'TAMARA L.STILLMAN,P.L.S. NYSPLS No.50528 h-an 2r. DO Date: 10107I2024 AX20099.000 Fields e Hattituck Emgr b Survey%Survey DeptNDrasr1ngs%LOr 24%20099.000 Final As-Bt.htdjrg 11116I2024 11,32 AM Tamara Stillman PV—ea ly rLS Fit Na 200".000 LEGEND Q •............• ELECTRIC MANHOLE U/C UNDER CONSTRUCTION - - SURVEY OF PROPERTY —TV—•..........•r• UNDERGROUND CABLE TV DRL .............. DRAIN-ROOF LEADER ON THE Q .•"......•••• LOT NUMBERS FF EL, .............. FIRST FLOOR ELEVATION SUBDIVISION MAP OF VV •••••••••••••• VINDDV V£LL GF EL............... GARAGE FLoaR ELEVATION THE FIELDS AT MATTITUCK —T—•••••......••• UNDERGROUND TELEPHDVE x4&8 .•.. SPOT ELEVATION h .............. .............. VATER VALVE rc TOP CURB p�E,��+\� LOT 24 ® .............•VATER METER Os ••••••••••••••SANITARY MANHOLE Q�F� LyA� . FILED MARCH 31,2006 AS MAP NO. 11370 :........... •CATCH BASIN ® .•....::•,..•ROUND DRAIN INLET /OQO b�� +� J, SITUATE AT --E— ..UNDERGROUND ELECTRIC C90 .. .. .SANITARY CLEAIO T +6 , + st n —V—•^•••••••.•.•UNDERGROUND VATER ■ ..............CONCRETEMONUMENT Y� \+ass MATTITUCK 10 ••............D£CIDUOS TREE ® :.............ELECTRIC METER TOWN OF SOUTHOLD Q IRRIGATION BOX ..............ELECTRIC MANHOLE SUFFOLK COUNTY,NEW YORK 2 AREA OF PARCEL = 32,803t SQ.FT. OR 0.753t ACRE o2y t�6h �1A;,� 80- 1NGR POW s � a�hV PER ! ,JA N 1 3 2025 ' \ - \\ ►'`+ y tN %ELECTRIC FI-ER7 `�, �II10Cl�ir4\ OODED DN Pasg De a �' Vv VODD IN a x41L9 Town of So¢gh®Id t RIN=44d 354 - U/C ,, VDDBED x520 2' \ DRI at o' E STORY —� i�/ 0 �' NOTES �� \� P% �+ '� r ICE �GnrE },, pWE1.4I G AME4 �ABOvE¢ p(02 _ Rf 4 1. MEASUREMENTS ARE W ACCORDANCE WRH U.S.STANDARDS. p► ``� \\ VIR gyp¢ ` ��s GROUND /�� y 2: BEARINGS AND DISTANCES AS SHOWN ON-MEFIELDSATMATTmjcK,,FILED ` P \ �`OST ya STOOP S g6' I&iY ® GpiE 1\Q? MARCH31,2006AT THE SUFFOLK COUNTY CLEWS OFFICEASMAPNO.'11870- TAWS y / +Q Qy a 3. ELEVATIONS REFERENCE NAVD 1988. 0 • i� a Q�' 4. UNAUTHOR/ZEDALTERAPONORADDIIIGV TO ASURVEYI',fAPBEAPJAV A a' A �� LICENSED LAND SURVEYOR'S SEAL is A WoLA710N OF SECpON7209,sUBD1VIStom �. 11Rt 2,OF THE NEW YORK STATE EDUCATION LAW. cQY�, BRICK SIB B$00^ �� L1200pllC\\ 0\ 5. ONLY COPIES FROM THE ORIGINAL OF 7H/SSURVEYAUIRKEDW/THANOR/GINAL- Oy XSL6 pE.� , ¢ SEPTIC \\ .1 OF THE LAND SURVEYOR'S'EMBOSSED•OR'INKED'SEAL SHALL BE CONSIDERED \\�, or t�19 TO BE VALID TRUE COPIES q Q I �A (�O 6. CERTIFICATIONS wotr w HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED r 7 bg5' ` _ 1 INACCORDANCENRTH THE EMS77NG CODE OFt?RACTICEFORLANDSURVEYORS• go9{,5' 12 / .00 4 !y} P9 ADOPTEDBYTHENEWYORXSTATEASSOCIA710NOFPROFESS/ONALLA%D 'cam J LrAC f�' 2' �lQ� �vS \' nl� SURVEYORS.'SAID CER77FICATIONS SHALL RUN ONLY TOME PERSONFOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO 7HETITLECOMPAN4 S .,Q� Q GOVERNMENTALAGENCYANOLENDINGINST/TU770MUSTEDHEREONANOTOTHE Qr s © ASSIGNEES OF THE LENDING INSTMMON. CERTIFICATIONS ARE NOT Y� o \ 2• 2, LQ TRANSFERABLE TIO ADDITIONAL INSTITUTIONS ORSUBSEQUENTOWNERS. I dai 9L=1- y0 7. UNDERGROUND UTILITIES SHOWN ON THIS SURVEYAREFRWUTlUTYIb1ARKOUT J Syr \ •4% �DW/ RIN 5QB1 y LOCATE OONTHEGROUNDANG)ORRECOROPLANS-BEFOREANYEXCAVATIONIS 2' �49d X TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIEDAS TO THEIR 2' �: LOCATION,SIZEAND TYPE BY THE RESPECTIVE UTILITY CaMPANIES. 99 a P \� 1�'JSO p� �� 6�I Rl tTaa45A4 ly / \ B. RIGHTS-OF-WAYNOTSHOWVARENOTCERT/F1ED. SR6 L-17 '1 g%INV�4 ° t 9.. 7NESURVEYCLOSESffATNE1fA77CALLY. I SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES \. BRICK / E L APPROVAL OF CONSTRUCTED WORKS FOR ,w APRON `" /+ , / 10. ALLBURIED UTILITIES(WATER,ELECTRIC ITELEPHONEANDGAS)SHOWNONTHIS _ P O SURVEYARE BASED UPO,VAS-BUILTINFORMATIONPROVIDED BY THE ASINGLE FAMILY RESIDENCE 8O ROW Q (7� pQ,� I `sT/( OWNER/DEVELOPER OR THEIR DULYAUTHOR/ZEDREPRESENT477VES(1NSTALLM * i��• MEASUREMENTS. .Date w22/2o2a H.S.Ref.No. tt-2l-oosz _ X50� TRENCH T F ]� 6fEM DRAIN yp3 p * �� y 49 7X RIIV �4.112 t 11/1524 M.F. Added gas lines and revised son.size I T L.S. The sewage disposal and water supply facilities at this location have been = - EO Irp► r DA71i SY - 1)BSCRB?TiON APPROV. BY inspected and/or certified by this Department or other agenc es and found N to be satisfactory FORA MAXIMUM OF a BEDROOMS. _ ® REVISIONS 050528 � Town of Southold CRAIG KNEPPER,P.E.,CHIEF / \, Suffolk Count_ New York Offioe of Wastewater Management �GT1NQ Stanley Road J7 Mattituck, New York SUFFOLK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey Final. As—Built DISTRICT 1000 completed by me on 0912912024. L. K. McLEAN ASSOCIATES SECTION 106.'00 BLOCK 08.00 ►• ENGINEERING de SURVEYING, DPC ' 437 SO. COUNTRY ROAD, BROOMMVEN, NSfr YORK Q surveyed aye JPLrNR Scott 1'=30, soot Na LOT -078.000 TAMARA L. STILLMAN,P..L.S: n,,„,,,,. BM b,,« loioir2o24 1 NYSPLS No.50528 1 - AW0099.W0 Fields 2 Hattltuck Engr d Stove\Swve De t\Drdnings\LOT 24%Z0099.000 Final As-BuA*drA Lrl512024 1132 AN Tanara StIlnon moved�+ TLS r'ee Na 20699.000 'Roao! m � TONN COMMENTS 0 DO NOT PROCEED WITH ' ' THE I — ZENITH ' ' FRAMING UNTIL SURVEY APPROVED I S NOTED OF FOUNDATION LOCATION z HAS BEEN APPROVED. o DATE.I_a—B. .# v A allAL I T`E' N N HOME MODEL BY F A aog�.�.o , o NOTIFY BUILDING B I�EPARTMENT AT Must provilde anunh � OASIS AT MATT I TUCK, CORP. FOLLOWING M To 40P S•FOR THE D,J sand S �pvr � Lu NY 1. FOUNDATION-TWO REQUIRED 'S E11crjT COdC z z FOR POURED CO qCRETE m ?. ZOUGH-FRAMING,FILUMBING, Q STRAPPING, ELECTRICAL&CAULKING morry Floor. � cw 1. 14SULATION INAL-CONSTRUCTION&ELECTRICAL and duct-!Oet m .1UST BE COMPLETE FOR C.O. tectin ,r(;qt Ircd, 1LI .ANSTRUCTION SHALL MEET THE ZE UIREMENTS OFT E CODES OF NEW - uj fC <STATE. NOT REr PONSIBLE FOR jL 3N OR CONSTRUCTION ERRORS. Muss PLf.CI'nalmG r7:QUS;,E0 ELECTRICAL INS11ECTION RIXtU :ED �d OE"f My VATH ALL CODES OF 4 a ' W YORE STATE &TOWN CODES } ri jr, E0.UER _:D AND CONDITIONS OF SOUTHOLD TO%"JTa ITUSTE:E J.Y.S.DEC PLUf BE11"10ERTIFIC T101! .,.. OI~~9 LEAD CONTENT ®EFOR CERTIFICATE OF OCCUPANC SOLDER USED I'd V!ATER SUPPLY SYSTELI CANNOT 11 �terir� livhri:��; EXCEED 2110 OF 10fl LEAD. - - - - - - - - - - - - - - - - - - - - - - - - insta �C-d,r -c.cc cA r�pa4. Ld rhaU conform PLUMBINGY7�. ALL PLUMBING WASTE of he Town " f% &WATER LINES NEED TESTING BEFORE COVERING r� m W v �m zz e -� w -1 W FINISHED SECOND FLOOR _ < � a - - - — — - O d� W 0. lu > � dJOR FLOOR AREA TABLE } Q � FIRST FLOOR 1,3"13 sf N z d 4 SECOND FLOOR 1,1211 of GARAGE 585 sf BASEMENT 1,406 sf Q -F -F PORCH 66 st N 0 ° TOTAL LIVING SPACE 2,502 st (� CONDITIONED FLOOR AREA 3,0105 st (INCLUDES BASEMENT) FINISHED FIRST FLOOR _ _ _ _ _ _ _ _ _ _ INFILTRATION VOLUME 42,555 cfF - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - (INCLUDES ATTIC, 4 BASEMENT) �` "0 #"_" • " FINISHED GRADE tl ,rca q„ :• d �, �.�`--'`Ir' I I I I I I I I I I I ,. `- I I I I I I I INDEX TO E; zRAN I NO d `{ `Pa,tM MR`a '.• I I I I I I I I I I I DRAWING No. ,A, I I I COVER 8 ELEVATIONS A-1 ELEVATIONS A-2 d I I I I I I I FOUNDATION PLAN A-3 E C f V E R t D "'� 1 2023 I I I I FIRST FLOOR PLAN A-4 I I I I I I I I 2nd FLOOR PLAN A-5Fj p h WALL BRACING d ROOF PLAN A-6 O m I I L I � SECTIONS $ DETAILS A-- -j - - - - - - - - - -- - - - - L_ - J - - - - - - - - - - - - - - - - - - - - - - - NOTES A-a - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -f 1 T.11-DETAIL5 A-a 00 5 0 � oil - Oz � i6 Q! O � m FRONT ELEVATION � v � SCALE: 1/4" = 1 ft — O O ZLL (� N ul Lu z T v z �— X Q� < -1 4 IS) OL v°w o=LL O � IL to O DATE: MARCH 2O25 COVER 4 ELEVATIONS DRAWING NUMBER A z Hill IIH III IIIIIIIII Hill z O O w z Hill 11 Ill - O O i z m pm # m � LU IL - - - - - - - - - - - - - - - - - - / OL m � O wm � � z�- wz Z Z Q (r3 ? w m — — i ()zw ►p �-- r O z Q LU aZ t- ()W !�- mad REAR ELEVATION � nO � ov �X < SCALE: 1/4" = 1 ft 1� N ci z Qp p z Q ��rs^n.1 Fp•? d. .......... 10 , or nE IVEFED NAK 1 4 2023 _ p 12 12 m e 8 It O12 p- � - - - - - -- - - - - - - - - - - 12 - - - - - - - - - - - - 12 o d- 8� z dJ Z o< tL . E3 ® ® T ® E ® N °p < < W z LU OL 0 El El 0 El El El 4 d 6) OL El E=-F[7 0 = El - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - OLU LILJO El . ® _lw o IL N O � m O DATE: MARCH 2O25 REAR S SIDE SIDE ELEVATION SIIDFE ELEVATION ELEVATIONS SCALE: 1/4" = I ft SCALE: 1/4" = I ft DRAWING NUMBER A - 2 m A 235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER z STRIP FOR EAVES LE55 THAN 20' ABOVE GRADE O F- O A-7 [ 5.2.61 No.�5 ASPHALT FELT UNDERLAYMENT [R905.1.1] V TWO LAYERS 2:12 TO 4:I2 SLOPES;ONE LAYER > 4:12 SELF-ADHERING POLYMER-MODIFIED 2x8 [UG P.T. LEDGER BITUMEN ICE SHIELD BARRIER [RgO5.1.2] 0 [R507 2] x 4 4"" GALV. LAG SCREWS AT 16" O.G. STAGGERED 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES i I 'V R5 36" IN5IDE EXTERIOR WALL LINE FOR > 8:12 SLOPES a V/ 1/2" STRUCTURAL PANEL 5HEATHING [R803.2] O IL 2'-0" 3'-6" R-3g OPEN-CELL SPRAY FOAM (5PF) INSULATION (� W 14'-10" I6-2" 4'-6" 5'-6" I4'-0" 6'-6" 4'-6" SOLID WOOD BLOCKING Z N DECK LATERAL GONNEGTION to r- -- - - - (R50-1.q.2] P.G. FTG EORE55 WINDOW WELL 0 5IMP50N DTT2 - - - - - - INSTALL IAW 8" CONCRETE STEM WALL ON GEILING J015T < fry MANUFACTURER'S 16' x 8" P.G. FOOTING (� 5PEGIFIGATION5 PROVIDE FALL PROTEGTION DRIP EDGE [Rg05.2.8.5] fO BASEMENT ENTRANCE STAIRS �.+-- ----�-0-�--- --� I (TYPIGAL-2) /-(TYP-3) 8" REINFORCED CONCRETE RETAINING WALL - - - - - - \.J (2)-2x8 P.T. GDR _ _ _ _ _ _ Ix8 WOOD FASCIA #4 REBAR AT 12" ON-CENTER EACH WAY - _J L - _J I- 1 I/2" GYPSUM WALLBOARD ', # _ SOFFIT VENT STANDARD HOOK AND LAP INTO 16" x 8" P.G. I _ _ I u `' DEGK 8 I _ _ FOOTING. 2" MIN REBAR COVER DOUBLE 2x TOP PLATE i VINYL SIDING. ATTACH THROUGH RIGID -I I a ABOVE I r MINIMUM 24" LAP SPLICE LENGTH (Rb02.3.21 ! INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUGTIONS FOR HIGH-WIND T AREAS AND TO RE515T A MINIMUM 28 sf m I In I I �- m I I I I II � �/e R ��L-� - L - - cv ¢ I I f � I p - - - - - - - - - - - - - - - - � L� - J L - , I I (EXPOSURE B) OR 40 psf (EXPOSURE G) .- �} - T--.-.-T- - - - - - - ---3 " H ND I [ II.TB] GONG, PLATI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --- - - - - r 2836 CASEMENT 2636 CASEMENT -I DN 13 15 S > ANDO PSI �P EGRESS WINDOW EORE55 WINDOW ' I I DRYWELL I I I I PLASTIC HOU5EWRAP INSTALLED UNDER FOAM - - - - - - - - -- J L - -4_3 L J EMERGENCY ESCAPE 4 RESCUE OPENING INSULATION. INSTALL AND TAPE ALL SEAMS PER -- - - - - - - 1 71 - - - - - I3o6e [{2310] I � - -1 2x4 WALL STUDS AT 16' O.G. MANUFACTURER'S INSTRUCTIONS [R703.2) R-15 UNFACED FIBERGLA55 BATT INSULATION O R-5 I-INGH THICK EXTRUDED POLYSTYRENE (XP5) O 1/2" GYPSUM WALLBOARD ( RIGID FOAM INSULATION. INSTALL USING _ - - - - - - - - - - - - - - - - - - - - - - - - -I I - - - - - - - - - -1 BASEMENT L_ - � I Q�U I GAP-HEAD NAILS WITHA MINIMUM 5/4" 41 P.G. SLAB _ •O ff PENETRATION;SPACED 12" O.G. PERIMETER AND 2x8 PLATFORM o I I > R-13 2 GLO5ED-CELL 5PF INSULATION(ALSO AT RIM I 16" O.G. FIELD. LIQUID PROPANE GAS WATER HEATER I ICL �-Q FLOOR PLATFORM NOT SHOT IN W - BRADFORD WHITE I [L1= Q `fl I 1/2" STRUCTURAL PANEL SHEATHING ~ R62PV5OT6Xlq CAPACITY = 50 gal I ? X� I NOTE: U_ - I I e Q p 3/4' STRUCTURAL PANEL SUBFLOOR i 2x SOLE PLATS Ul I I HOLDDOWN5 ARE LN AFGO ZIP MODEL 4X L ry t�K ! 2x BAND JOIST X0 I I NOT REQUIRED FOR x 4"(P 5TL COLUMN ON I 2x6 PRESERVATIVE TREATED SILL [UG2] O zI I THIS PROJECT. 4'-O"x4'-O"xl4" DEEP P.G. FTG. I _ j w w/#5 REBAR AT 8" ON-CENTER EACH WAY L O O I I C� (TYPICAL-4) I - N N l9 FLOOR JOISTS COPPER TERMITE SHIELD I OVER 51LL SEAL Q I ( l 1 I I `® I EXTEND SIDING TO WITHIN 12" OF FINAL 1 (3J-1.75x11.875 LVL GDR c : / I _ _I- - (ENGINEERED DESIGN) I // 2x6'-FJ-t- _ _ WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS t1 DOUBLE FRAME F r - - - - r - - - - - - I �T I6' CA.- Q [R403.1.6] AT STAIRS I I I I I I ICI I I I � m MINIMUM y�" dta. ANCHOR BOLTS SPACED NOT cp I Q I I _ -- _I- - I - - I -- -�}- i -- -- -- -- I I I I NOT THAN FEET ONC ELATE OR GROUTED FINISH GRADE ! I UNEXGAVATED ( - - -- - -"- ,-_�'''-- T_ --- -- i-- T CELLS OF CONCRETE MASONRY UNITS. THE 7 I I I I I I I� I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD �_ �•�; OF THE WIDTH OF THE PLATE. A NUT AND BEAM POCKET I I I I I I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR E- n, (TYP-2) [- - - - - -[ - - - - - J L - - - - -� IL- - - - J I z `9 O 8-4 10-4 8-10 8-8 I BOLT. THERE SHALL BE NOT FEWER THAN TWO 11 1 m 1- V BOLTS PER PLATE SECTION WITH ONE BOLT o_y Jl-1 LOCATED NOT MORE THAN 12 INCHES OR LE55 z F- w v W m O N I I HVAiG EQUIPMENT IN BASEMENT I �i THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH E �j z 'r W _z p I I _ LIQUID PROPANE GAS FURNACE: ILENNOX MLIg6UHO45XE36B I I in O END OF THE PLATE SECTION. WALLS 24 INCHES O= V)i O }- z <,t d) z W 1 z in GLASS IV DIRECT VENTED TO OUTSIDE;AHRI 204454167 q I 3_8„ TOTAL LENGTH OR SHORTER SHALL HAVE NOT N Q o:zIL Z W Iz I i HEATING GAP: 43p00 Btuh;AFUE gb.b I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE N (� ,,I-' 4 t- O _Z Z R I INDOOR COIL: LENNOX GX-35-246 CENTER THIRD OF THE PLATE SECTION AND "' -t !Li JJ-1 Z ' z O O I I - - - SHALL BE ATTACHED TO ADJACENT WALL 'd �t jq (X O 10" POURED REINFORCED CONCRETE FOUNDATION STEM WALL OUTDOOR UNIT: LENNOX ML14XOI5024_23OA;AHRI 204503244 Q I I PANELS AT CORNERS AS 5HOWN IN ITEM g OF Q a N v� �N z < ul O W Q O I I (SEE SECTION 'A' FOR STEM WALL REINFORCEMENT) COOLING GAP: 24,000 Btuh;SEER 16.00 -7 z O I _ TA13LE R602.3(U. tp N D_v z 0. a- Q-1 ,�O I I z p I I UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING INSTALL IAW UL LISTING, NFPA 54 AND MANUFACTURER'S I I I 0 Q lL v ��.11 (v - m Ix ~ (LOWER INSTRUCTION 5TORY ZONE) x <- I z Z w iL O IL Q MINIMUM 3'-D BELOW GRADE Un K I I I R-II BASEMENT WALL BLANKET INSULATION O v ,� O w O > Q i - - - - <� I I w < NO- � tXQ <Q _ N U u!� I I lO I I P.G. FOUNDATION WALL WIT}f UNBALANCED SAGKFILL <qa LU- 0 Q Q I LE55 THAN OR EQUAL TO 8 ft: CONTINUOUS q�O w dJ cs O 0 Q I I I I w I ~ - J I HORIZONTAL REINFORCEMENT OF ONE No. 4 BAR Q r! fy� WITHIN 12 INCHES OF THE TOP OF WALL STORY AND V O 1--J i [- - - - - - - - - - -i I [-- - - - - - - -- -� I I = IL - J � ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL _ Z in STORY;OTHERWI5E,SEE PLANS [TABLE R404.I.2(I)] Q O x N I [- - - - - - - - - - - J 16 L - - - - - --- - - - - - - - - - - - J I EXPANSION JOINT - - - - - - � _ _ I = DECK I i o Q - - - -- - -- - - - - - - - - - - - - - - - - - - - - - i0 O O I N < ABOVE I I 4" P.O. FLOOR SLAB �i - - - - - - - - - - - - - 2X8 [UG3B] P.T. LEDCER POURED CONCRETE FOOTING_ r - - - - - - - -- - - - - - - - - - - - - - .�•,,rt�a,<..r ( )-2x8 P.T. GR .;• s', �.,a ;;",' .,, TTT T 1/2 IP x 4 GALV. LAG,5GREW5 AT 16' O.G. ON UNDI5TURBED 501L (R403.1] 6 MIL POLYETHYLENE FILM r � , ,�kr`�) J L STAGGERED [R501.�1] `� «_< `. G`�+.` - - - - - _ - - - - CONTINUOUS UNDER STEMWALL p, -a}pr �a e l f P.G. FTC, `ri �, '11 e 2" 2" TYF I GA "u =.�a 4s•aY......Rm ��t Rti. 22'-8" 7'-4" 12'-4" 10'-0" 17-10t,.. - "• " SCALE: NTS 1�" :' all . " ' ,!p 8 DEL V E R E 0 I'ii1R Q 2023 4"x4" [U64B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON 12"IP x 6-0" HIGH P.G. COLUMN WITH(2)-#4 VERTICAL REBAR ON Q 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY,REBAR 4" ABOVE BOTTOM O fn MAXIMUM SUPPORTED LOAD AT-I' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-(q) _ (ENGINEERED DESIGN) A Q Qj Q lt) A-7 O � Z � m v m FOUNI)ATI ON PLAN SCALE: 1/4" = 1 ft `-- O j Z z O < IL E- lU O Q I- O N 06 < < p Z STRUCTURAL DESIGN NOTE U - p d V ~J Z In accordance with the 2020 RGNYS; structural < § ��-- WINDOW AND DOOR SCHEDULE elements such as engineered wood, steel and steel/wood composite columns, beams, headers and Ir-4 <j�� � No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL girders that: 1- 0 0 M WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSUREB/C OPENING COMMENTS .(_ - A UNITED WINDOW 3900 3053VG^ 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 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 1) resist gravity loads, and V W v) 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 az IL C UNITE:D 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 2) are not contained in the prescriptive design O� O a P [ provisions of the 2020 RGNYS IL 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 sf 50 s 108"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON„WITH GRILLE i' IL O 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 sf 20 sfl 24"x 36" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON„WITH GRILLE e N O F NOT IN PROJECT F were designed in accordance with fn ANSI/AWC NDS-2015 with 2015 supplement. G UNITED WINDOW 3900 4040V PIC N/A 0 sf 12.84 sf 0 sf 16 sf U=0.30 SHGC=0.31 -26.0/-35.1 psf[20 sf] 48"x 48" G PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 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 sq 70.25"x 50.25" H EYEBROW PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE I 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 PDB068V N/AV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" J PATIO DOOR,LOW-E GLASS,ARGON,NO GRILLE DATE: MARCH 2O25 K THERMA-TRU FIBER-CLASSIC FCME5/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 sfJ CHECK UNIT K FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 1) resist wind loads, and L C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 8't 64 t sf - 64 t sf 64 t sf N/A N/A -23.0/-27.8 psf[50 sf] CHECK UNIT L RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS 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 sf] CHECK UNIT M SOLID PANEL SIDE DOOR,MAHOGANY 2) are not contained in the prescriptive design FOUNDATION PLAN 4 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 RGNYS 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 N/A AS REQ'D 0 SITE-BUILT ATTIC ACCESS DOOR WITH 1"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 sf] CHECK UNIT P HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR Here designed in accordance Hith ASCE 1-16 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 annotated "ENGINEERED DE516N." y A - 5 � F NOTES INDEXED TO THE 2020 ENERGY GONSERVATION GONSTRUGTION 3l'-0" 55'-0" 2'-0" 3'-6" 0 CODE OF NEW YORK 5TATE 6-4" 10'-8" 10'-8" -t'-4�' R101.5 GQMPLIANGE: This building was designed and shall be A 0 constructed to meet the 2020 EGGGNY5. Both REScheck(U.S. MAJESTIC QUARTZ 32 DIRECT Department of Energy) and REM/Pate (Noresco) computer A-� software was utiiitze to demonstrate compliance. All VENT OAS FIREPLACE. Z INSULATE 4 AIR-SIR-5EALL ALL Q mandatory provisions of the 2020 EGGGNYS - Residential WALLS,GEILIN6 AND FLOOR OF V Provisions are In force. THE CHASE. INSIDE WALL PROVIDE RESERVED SPACE IN SERVICE PANEL FOR WOOD STEPS SURFACES SHALL BE FUTURE SOLAR ELECTRIC INSTALLATION [TIO3.a] Q RI05.2.2 WRITTEN STATEMENT: To the best of my knowledge, ' " 5HEETROGKED AND TAPED. CLOSED-CELL 5PF W -= belief and professional judgement,these plans comply with the 14-OEnergy Code. Furthermore,as a RESNET certified rater (ID. WALL SHIELD ALLAND CEILING FIRESTOPS SHALL BE CAULKED w WITH CAULK HAVING A 500" F No. 26143c"), I certify that these plans comply with the Home ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] DECK Energy Rating stem (HERS) program. A signed certification INSTALL 2"� VERTICAL SCHEDULE &0 PVC, CONDUIT MINIMUM CONTINUOUS EXPOSURE 9y g � P 9 9 5/4xb DEGKIN6 Oi RATING. COAXIAL VENT HAS Q 111 of compliance with the HERS program (HERD) will be submitted THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS Z - of the constructed building to demonstrate compllane. OR GAPS AT EACH TERMINUS [E3802.3.2]. ruc OUTSIDE COMBUSTION AIR Z „- B INTAKE, ft1 GYPSUM BOARD O N R301.1 CLIMATE ZONE: 4A Suffolk,NY 36" GUARD [R312.1] 3°3° O O O N GONTINUOU5 BEAD OF SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405 ----- ------------------------- Simulated Performance Alternative,and the provisions of ___ 6°61O SLDR 6°b1O SLDR i (2)-3°5° m GYPSUM BOARD Sections R401 through R404 labeled Mandatory. , --- ( (2)-2xl2 HDR (2)-2xl2 HDR- I �--DW i ----i i J � i l2)-2x12 HDR _ I . Mandatory requirements: BASEMENT ENTRANCE i rJ__---L____—__L—_ J IIIII ------------------- Code. I R40r3 CERTIFICATE: Builder to post per `I DOWN -> GONTINUOU5 BEAD OF R402.4.1 THERMAL ENVELOPE, To be tested 4 verified to 3 _ r I O it IU IOti i WALL LINE ABOVE I `f ?� ! SEALANT AGH by HERS rater. See Table R402.4.1.1 in plans. PL TE Ht. " A F LA H . cl'-1" ASF R402.42 FIREPLACES: Factory built with UL 121 doors. I Q i 4 Q I I I I ,I _-- ---JIW �I ----LU J CONTINUOUS MINIMALMINIMAL R402.4.3 FENESTRATION: See window/door scheduleF ----------------' EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES: All room heating and , ITGHEN I� t UNIT PERIMETER hot water heating appliances to be direct vent with both _ ® o O I IL 23-4 1/2 J 7-0 1/2 I Intake and exhaust pipes installed continuous to the m I Q to outside. 1/2' m - - O Q I WINDOW UNIT R402.4.5 RECE55W L16HTIN6: IG-rated and labeled as `t 3 [> i I I® r fl j having on air leakage rate of not greater than 2.0 cfm i z 0 I I I Q I I N V 1 per Code. s p w c4 W I I v N I R4025 MAX.U-FACTOR 4 5FI6G: See window schedule. ---------------� cv = w i i > I I N FAMILY ROOM N i R403.1 CONTROLS: See plans for thermostat Information. I �p =I I m I I 4,_3 I _ i R403.32 DUCT 5EALIN6: All duct Joints shall be I f I — I �; u.l u� ua I :o - I o Q I - I-- I_ Ip , p1 - N mechanically fastened and sealed with duct mastic I I - `JI I I 1 D =� D A CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I I GARAGE -, -I i _ t m 91 EXXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6: A duct otr-leaks a test is not ( I I- 5" P.G. SLAB v I'-3 I/2" I7 L UNIT PERIMETER required under exceptions I and 2. g p I Q PITCHED TO DOOR -a __ I F I I NOTE: cl'-O" CEILING HEI6HT -J 20 cfm GONT. TO ERV R4035.5 BUILDING CAVITIES: Framing cavities shall not be j U Q I71 i = THROUGHOUT FIRST STORY �1 [MI505.4] used as ducts or plenums. iv 1 L I I rn I I 1 i CL R403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate N I O I x I Q --- r r 11 mechanical system piping carrying hot water to on j i = a `� F iv R-value of not less than R-3. I I I x 0 R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION (V I WALL LINE ABOVE-- u� o - ix x i I r- 287 2aT° Q I'n :)I SMOKE 4 G.O. �0 SYSTEM: Not In project. I I SELF-GLO51N6 20-min I 1 O r- r ilR - i I) CONTINUOUS BEAD OF O HEAT DETECTOR N t 7 x 7 PSL COLUMN ,-1 DETECTOR (TYP) ry a� t1 O �V R403b MECHANICAL VENTILATION: ERV continuous to I I _ SEALANT F.R. DOOR[R302.5.1]vent (2)-1.75 x 11.875 LVL , � -• � i N O � R4o3 1 imIlation system HVAG EQU yPMENT of ?cified in the c5 ed In accoladance with ns sAGGA ---------------d `� i - FLUSH HDR -m CD (2)-2x1 the DR m i o m - L- - __ __ __ - r (2)-1.75 x-I LS 15 LVL FLUSH HDR - HDR (4)-1.75 x II.875 LVL FLU5H HDR r Manual J and Manual 5. �n cv (3)-1.75 x Ib LVL DROP HDR (ENGINEERED DE516N) 6YP5UM BOARD R403 8 MULTIPLE DWELLING SYSTEMS: Not a Ilcable N : -- -- - -- -- -- -- - r' (ENGINEERED DE516N) BEARING WALL 2gT0 R403A SNOW MELT: Not In project. pp iv (ENGINEERED DESIGN) - ° I R403.10 POOLS AN SPAS, Not In protect. T i1 Pro I TECHNOLOGIES S j CONTINUOUS BEAD OF Not to ro ect.R403.11 PORTABLE SPAS: p ) I I I o I MODEL T705 ADHESIVE R404 LI6HTIN6: Builder to Install high-efficiency lamps in at I I �Ii PROGRAMMABLE 20 cfm GONT. TO Eleast 905� of permanently installed fixtures. IINTERIOR GARAGE WALLS: j - 6 � i THERMOSTAT [MI505A"��-{ CONTINUOUS BEAD OF _ 1 I R-I5 BATT INSULATION - I p y o ' SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was i _ iv o i O IY Y�" GYPSUM BOARD .o I_ 2'- 514" used to show compliance with the Energy Code. REM/Rote q I - - FOYER software was used to model the building performoce - see I 13 GARAGE GEILIN6: il� Ali OPEN TO ABOVE -� - - I- --- - -- 2020 IEGG Energy Cost Compliance report provided with N I I o m I Q = Q BEDROOM 4 u 2" CLOSED-CELL 5PF Permit Application. RESchecckk was used to model the building -' NI O I Ys" GYPSUM BOARD 2a io x i -7 EHO �p 9 (z I [TABLE R302.6] u u u-performance based on national standards - see REGcheck - DINING ROOM compliance Certificate and Inspection Checklist provided with N I t- l i mr _� O Ls —Ii m Qg v UNDER SECOND 15�ORY WALL I 3 I/2 R 1 Permit Application. t p 12'-5" u; li 10'-3 1/2" I t I u PANTRY O ~ 3 1/2" 3 1/2° % GONTINUOU5 BEAD OF I N ql r mDA u Z�- W - r SEALANT - I x 4 n i 12'-I I/2n -------- ' }- z ZI)! ' --------------d 7-4 -J W (� n -----------� +-� GYPSUM BOARD - l(v <- d) Z W O 1 122-1 m Q �J iV I PORGH WALL LINE ABOVE A ' Z `� Z (3)-305 5/4xb DEGKIN6 (3)-305 I (L L -J ® Q CONTINUOUS BEAD OF 3050 5050 - (2)-I.-15 x II.b75 LVL HDR (2)475 x 11.675 LVL HDR i Q J Q Q( ^— I -- -- .-- 4x4 P.T. POST O } �Q SEALANT O O m 0( 'I G'ONTINUOU5 MINIMAL O ( -2) O Ills) N Q Q i EXPANDING FOAM AT WINDOW PLATE Ht. b'-5" ASF PLATE Ht. q'-I" ASF Z (� UNIT PERIMETER -- -- -- --—® < < Q WOOD STEPS � � C WINDOW UNIT (OR WEATHER-PROOF DOOR) 3I ,1 n n + 6-4 10'-0' 6 4 6 6 6 6 (2)-2xi2 UPSET HEADER 6-6 12'-O" `) 22'-8" 7'-4" 13'-0" 10' 's, I CONTINUOUS MINIMAL EXPANDING FOAM AT WINDOW e f�apq,.• • s••, F UNIT PERIMETER f A I R SEAL I NO NOTES TABLE R402.4.1.1 •2020 ' AIR BA •,E.. t. RRIER AND INSULATION INSTALLATION CONTINUOUS BEAD OF INSULATION INSTALLATION COMPONENT AIR BARRIER CRITERIA SEALANT CRITERIA fl a i\ A continuous air barrier shall be installed In the A building envelope. "`t;"'�•>•*°K`" i I General requirements The exterior thermal envelope contains a Air-permeable insulation shall not be used as A-7 i' GYPSUM BOARD continuous airbarrler. a sealingmaterial. DELI' ERED HAR 1 4 2023 CONTINUOUS BEAD OF Breaks or oints in the alrbarrler shall be sealed. G 4DHE5IVE The air with the insulany tion adropped ceiling/soffit ngapsin than be F I R5T FLOOR PLAN aligned with the insulation and any gaps in the air (� II CONTINUOUS BEAD OF barrier shall be sealed. The insulation in any dropped ceiling/soffit Ceiling/attic „ ' I SEALANT shall be aligned with the air barrier. SCALE: 1/4 = 1 ft 0 m !i - Access openings,drop down stalrs or knee wall doors to unconditioned attics aces shalt be sealed. F- 1(1 i - ---------- - Cavities within corners and headers of frame '2" GL05ED-CELL 5PF Thejunction of the foundation and sill plate shall be walls shall be Insulated by completely filling U1 f sealed. the cavity with a material having a thermal tL n resistance of R-3 per Inch minimum. v D- i � Walls The Junction of the top plate and the top of exterior � Q �/ m walls shall be sealed. Exteriorthermal envelope insulation for Z - framed walls shall be Installed in substantial 0 3 O - Knee walls shall be sealed. contact and continuous alignment with the air „1111\ barrier. 0 V Windows,skylights and doors The space between window/doorjambs and �[ r framin ,andskylights and framingshall be sealed. Q 0 IN - CONTINUOUS SILL SEALER - Rim joists Rim bests shall include the air barrier. Rim joists shall be Insulated. Q ll `` I - ` ! FULL WIDTH OF SILL Floorframing cavity insulation shall be �-- �p- V Z Installed to maintain permanent contact with Q Z W the underside of subfloor decking. z i< IL .-1- ;., FOUNDATION WALL Alternatively,floor fram ing cavity insulation ''II '' 0 Y Floors Including cantilevered floors The air barrier shall be installed at any exposed ul O Q O/ and floors above garages. edge of insulation. shall be in contact with the top side of ' sheathing or continuous Insulation Installed N 0 V lL O CONCRETE SLAB on the underside of floor framing;and J < < W z extendingfrom the bottom to the to of all IL r; _ perimeter members. p V e r STRUCTURAL DESIGN NOTE Exposed earth in unvented crawl spaces shall be Crawl space Insulation,where provided QL V 7— Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be In accordance with the 2020 RGN`(5; structural 41L overlapping ointstaped. ermanentl attachedtothewalls. elements such as engineered wood, steel and Duct shafts,utility penetrations,and flue shafts g X ~ steel/wood composite columns, beams, headers and Q < Shafts,penetrations opening to exterior or unconditioned space shall be girders that: 1- 04 `''� . '.I �,.,'�•. ' , ,`�` ` ��,`:/� OL sealed. 0 V .*,/ , Batts to be installed in narrow cavities shall be cutto fit ornarrow cavities shall be filled V W Narrow cavities with insulation that on installation readily 1) resist gravity loads, and _ conforms to the available cavity space. Garage separation Air sealing shall be provided between the garage 2) are not contained in the prescriptive design O a and conditioned spaces. provisions of the 2020 ROWS 1 0 NOTE: IT IS THE INTENT' TO PROVIDE FORA Recessed light fixtures Installed in the building Recessed light fixtures Installed In the n GONTINUOU5 AIR. BARRIER ALIGNED WITH THE Recessed lighting thermal envelope shall be sealed to the finished building therm al envelope shall be airtight N surface. and IC rated. were designed in accordance with 0 THERMAL ENVELOPE. THIS DETAIL _SHOWS � m TYPICAL METHODS OF AIR-5EALIN6 U51N6 In exterlorwalls,batt Insulation shall be cut AN51/AWG ND5-2015 with 2016 supplement. 0 VARIOUS BUILDING ELEMENTS, APPROVED neatlyto 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 CONFIGURATIONS NOT SHOWN, SUCH AS conforms to available space,shall extend CANTILEVERS AND STAIRWELLS, SHALL BE behind piping and wiring. that: SEALED IN A SIMILAR MANNER TO PROVIDE FOR The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs A CONTINUOUS AIR BARRIER ALIGNED WITH THE Shower/tub on exteriorwall showers and tubs shall separate the wall from the shall be insulated. DATE: MARCH 2O23 THERMAL ENVELOPE IN ALL LOCATIONS. shower or tub. I) resist Wind IOadS, And The air barrier shall be installed behind electrical ElecMcal/phone box on exterlorwalls and communication boxes. Alternatively,alr-sealed 2) are not contained In the prescriptive design FIRST FLOOR boxes shall be Installed. HVAC supply and return register boots that provisions of the 2020 RGNYS PLAN AIR5EAL. I NO UETA I L5 HVAC register boots penetrate building thermal envelope shall a sealed I L to the subfloor,wall covering or ceiling penetrated Were designed In accordance with ASGE '1-I6 wind bv the boot. provisions and acceptable engineering practice. SCALE: 3/4" = 1 ft Where required to be sealed,concealed fire DRAWING NUMBER sprinklers shall only be sealed in a mannerthat is where such elements occur to the tans, they A - 4 Concealed sprinklers recommended by the manufacturer. Caulking " i� " y are other adhesive sealants shall not be used to filll annotated ENGINEERED DESIGN. voids between fire sprinkler cover plates and walls or ceilin s. m A A-� Z O v 4-i'-10" O v 1'-10 1/2" 1/2" IL 3'-g 3/4" 14'-2 1/4" 6'-4" 6-4" 3'-8" 3'-8" W O Z � ----------- m ry z I d (V fn I I I I I OI O i HAZARD OLAZ IN6 [R308.4] I (2)-3050 I O r------------------------ - ----- -L-- WALL LINE BELOW I OI ;p E 2x8 GJ AT 16" o.c. . 404° PIG ;p i tt �}- O I 4040 PIG --------------- ------------ --- — (2)-1.75 x 11.8-15 LVL FL HDR I -7'-0 I/2" (EP�GINI=EKED DESIGN) DOUBLE WALL STUDS 5'-11, 5'-O" I 31 N BEDROOM 3 Q 2'-2" I 6'-q" 2'-5 1/2" 2x8 PLATFORM I W,(,G, - 8'-0" G Ht t� I I 0 6 20 cfm GONT. z m BATH To ERV cv .j 1z [M1505.41 -I I - WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] Q �F) Oi LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY RECOVERY VENTILATOR I §F I §I i m INSTALL ERV UNIT IN CONDITIONED ATTIC. I �I 2470 U I ;- M BATH 3'-10" VENTILATION DUCTS SHALL NOT BE CONNECTED TO THE FURNACE /A.G. SYSTEM. 4-0" I ____ 20 cfm GONT. 4'-2 I/2" I 8'-O" G Ht I I I TO ERV tx Pro I TEGHNOLOGIE5 I - -------- Q I I- j [MI505.4] cv MODEL T105 I HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ® _ _ PROGRAMMABLE p i m m S THERMOSTAT j ---------7 --------- INSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. Q m I m I I SHOWER ---------- i ---------- STALE AIR TO OUTSIDE AND FRESH AIR FROM OUTSIDE -------- s= 2470 28T° 2870 CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL g5PO7 � 2�60"GUARD[R312.1] _ _ _ - - / C0 S I � FRE5H AIR TO AN INSIDE DIFFUSER INSTALLED IN UPPER HALLWAY .fl — — — — ® �— — —� JA.C. }3ETURNI �i m SMOKE G.O. HALL 287° 2a70 j I Es STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. I HVAG EQUIPMENT IN ATTIC / / m 0 I I N STALE AIR DUCT FROM KITCHEN HINGED EXHAUST GRILLE MODEL 18N48 LIQUID PROPANE GAS FURNACE: LENNOX ELIg6UHO45XE3bB SLOPED x ( �— DETECTOR (TYP) GLASS IV DIRECT VENTED TO OUT5IDE;AHRI 20184g56q GEILING (2)-2xI0 / — — (2)-2x10 I ALL DUCTS SHALL BE 6" dla (OR EQUIVALENT), INSULATED TO R-42 0 �— — —y (2)-1.-P.5x11.875 LVL FLUSH HDR `fl I - I HEATING GAP: 43p00 Btuh;AFUE = qb.b _ HDR HDR _______ __ -- (3)-1.75x11.875 LVL FLUSH i cv ----- •--- �••cc=�==c=as---=ssasc' -- -- -- I _________� � SYSTEM TO SET AND BALANCED TO CONTINUOUSLY PROVIDE [M1505.4.4]: INDOOR GOIL: LENNOX GHX35-36B+TDR N -2elo 2�70 �- (ENGINEERED DESIGN) Q I" RIGID INSUL BEARING WALL (ENGINEERED DESIGN) ®---- I r- MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM cV �— — —� '� m AND MINIMUM 25 cfm EXHAUST FROM KITCHEN. j OUTDOOR UNIT: LENNOX MLI4XG15024-230A;AHRI 2021g4606 ON ATTIC 12" x 12" AIR 7- \, 36"' GUARD [R312.1] � / v I - KITCHEN EXHAUST TO ERV IS NOT REQUIRED IF A RANGE HOOD I5 INSTALLED ATND COOLING GAP: 24,000 Btuh;SEER = Ib.00 AGGE55 DOOR TRANSFER GRILL m I x VENTED TO OUTSIDE HAVING A MINIMUM OF 100 cfm. INSTALL IAW MANUFACTURER'S SPEGIFIGATIONS OO 2844 N LAUNDRY IN CEILING /—\ N o N m wv 2x10 STUD WALL AT 24" O.G. `? I (n W fn Z IV DRYER EXHAUST O HVAG R.A.G. CHASE MASTER BEDROOM 6 i } v Z ui_Z j = [MAUST DRYE WASHER m OPEN TO BELOW 10' Ht TRAY GEILING �•I•G• i -1 W 0 Z W N Z �� I Q - N BEDROOM 2 3 v2° 3 1/21, (L r- O z 6-0 1/2" 10 Ht TRAY GEILING v m 10'-O" x 2030 I DL W ® W ---------- x N ll -� O _ I N t50104 BLE WALL 5TUD5 O VJ m � N I (V O } d 2 EYEBROW PIG (1 ry Q Q N v � I 3 1/2" I N z Q Q 26'10 12'-5" O � 12'-5" �v ; 'n � 1 o m Q � (2)-1.75 x 11.875 L_V_L HDR N (2)-3°5 WALL LINE BELOW r (ENGINEERED DESIGN) N Q (2)-3°50 - WALL LINE BELOW - -- ------- ------- O I I I I I I I r- ------------------------- TI L J a! L _ ------------------------- - I ;w. a e a L-----------------------------J �` 'I. 'Volk, ' � . a,t. 6'-4" 13'-O" 10'-O" 13'-O" 5'-6" 47'-10" DELIVERED MAR 1 4 2023 SEC ONt7 FLOOR PLAN, A SCALE: 1/4" = 1 ft O O m LL n ' 0o O � m , 0 _ Z IL SOLAR-READY Z O la O CERTIFICATE N O (211 O This home has STRUCTURAL DESIGN NOTE LU v uWOL Z incorporated features at T p f pC v Z the time of initial In accordance with the 2020 RGNYS; structural < - < construction to enable the elements such as engineered wood, steel and < —( Installation of solar steel/wood composite columns, beams, headers and OL electric. girders that: dl 0 �y Q — Th zone is shown on this e solar-ready roof o 1) resist gravity loads, and v w construction plan excerpt 2) are not contained in the prescriptive) design O= O GO IJ1and is free of UIT provisions of the 2020 RGNYS IL �- O obstructions that wouldIL limit placement of solar were designed In accordance with O m AN5l/AWG NDS 2018 with 2015 supplement. O J Plastic conduit for future Structural elements such as walls and fenestration electric wiring has been that: installed through walls at DATE: MARCH 2O23 the locations shown to 1) resist wind loads, and facilitate the installation of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and 50LAR-READY provisions of the 2020 RGNYS PLAN roof-mounted solar ROOF ZONES panels. were designed In accordance with ASCE "1-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® ® ® ® ® ® where such elements occur in the plans, they are annotated "ENGINEERED DEVON."' A - 5 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] BWL A BWL B BWL G BWL D fi Iq'-I" 10'-4" iz I BWLI -----!----------------- ---------- -----_--------------- 12' 211 ? . - , WALL LINE BELOW s ROOF BELOW O _I I cV _�2x10 RR AT 16" o.c. 2x10 RR AT 16" -'� ' :•. , 13ROOF BELOW E 0 - iL - - - ROOF N , 0 OoO{ � i,,.,. N Q ijj W u � � N Q ATTIC PATHWAY FOR SOLAR ELECTRIC, [TIO3.81 _.. CONDUIT OUOH LL NALL5 TO ATTIC, TH TEMPORARY P LGS ORACAPS AT EACH TERMINUS Al16" o.c. N = P�GGESS ROOF - --- _------ i N Q II ,4GGESS ROOF ;f - P05TIRID E DONN,TO BEARING N WALL AT 12'-0" ON-CENTER OR LESS _. r - ! 2x12 RIDGE _ m R 2x12 RIDGE. Z-O" 2'-O" --- I --- i-EXTEND RIDGE TO BWL 2 ---- - ----------- --------- w__-_.:,_,:_..,; - t ; ( j BEARING WALL AT ROOF BELOW ti ° 6'-4" 31-6" ( > I ALL VAULTED - a, ' v GEILIN05 31-611 3'-6" , 4 50LAR-READY ZONE [TI05.51 PROVIDES 36" WIDE AGCE55 PATHWAYS 1 FROM EAVE TO RIDGE WHERE SHOWN I �' $ I ¢ [R324.61. THE 50LAR-READY ZONE SHALL .:......... Q REMAIN CLEAR OF O55TRUGTION5 SUCH AS VENT5,ETC. [TIO3.41 LRRAT v(TYPIGAL-3)N C 2xb RR AT I6" o.c. rUx- SEOO1�I� STOi�Y BNL PLAN - 11SCALE: 3/I6" = 1 ft2xIO RR AT 1b o.c, 2x10 RR AT Ib o.c.WALL LINE 2x10 RR AT 16" .,...2. �+ ' PORCH ROOF BELOW - y . . .....: . Q WALL LINE � r X ROOF LINE cv � I( z m Uj - TABLE R802.5.2 RAFTER/CEILIN J �" Z J U- o w G JOIST HEEL ro JOINT CONNECTIONSa,b,c,a,e, g p � �- - o z z 1l_1 oz � z GROUND SNOW LOAD(pst) 4(L LU >. IL lli ®WO J -�13 y ROOF FLAN RAFTER RAFTER 20' 30 V VO y < Y_ SPACING Roof span(feet) O IY 4 BWL E BWL F BWL 6 1 BWL H 5CALE: 1/4" = 1 ft SLOPE (inches) 12 20 28 36 12 20 28 36 z d 22-4 7-8 38-6 Required number of 16d common Q nailsa,b per heel joint splices',d,e I ' I 12 4 6 8 10 4 6 8 11 _ 3:12 16 5 8 10 13 5 8 11 14 !1 BRACED WALL PANEL CALCULATIONS 24 7 11 15 19 7 11 16 21 4'-1011 3'-0" 41-41' I 12 3 5 6 8 3 5 6 8 ' t Factors -Table R60210 ( } (p.187) - en ac ors a e4:12 16 4 6 8 10 4 6 8 11 - - - peer Story ,..•' Wind Adjustor - 3 2 n I U 24 5 8 12 15 5 9 12 16 ( l 12 3 4 5 6 3 4 5 7 :� •;,: t•..'• « ��, BWL 3 - --------------- - - - - -- ------------------------ _ -------- s-,• .. f � . _. -I pig, Numbered Lettered r �?c -' �" � � `� Wall Lines Wail Lines Comment 5:12 16 3 5 6 8 3 5 7 9 24 4 7 9 12 4 7 10 13 ,r'` • ' r, F ' Exposure Category 1.00 1.00 Exposure B; 2-Sty %fl ;; -, , , 12 ? _•, t Roof ave-t - 3 4 4 5 3 3 4 5 �iac• ; r sa E o Ridge Height 0.98 0.98 9-8"; Roof Only f ,�'va' m I I I k Wall Height 0.90 0.90 81-01, 7:12 16 3 4 5 6 3 4 5 Iiv Number of Braced Wall Lines 1.00 1.45 2; 4 24 3 5 7 9 3 5 7 9 ;.p.. ,,�,.,• 1 m , 12 3 3 4 4 3 3 3 4 IQ Additional 800 Ib Hold Down 1.00 1.00 N/A !i j , I I 16 3 4 4 5 3 3 4 5 BE IVERED I3^,L 1 4 2023 Gypsum Board Fastening 1.00 1.00 N/A 9:12 ` "i; �;' Wind Factor Total 0.882 1.279 24 3 4 6 7 3 4 6 7 . I , ---_ ------ 12 3 :I 1 3 3 3 3 3 3 3 p I I j I m 12:12 ' I '-J -- _ Braced W 4 6 0 a all 140 p Total Bracing O t- 3 3 4 4 3 3 3 4 24 3 4 4 5 3 3 r Braced Wall Bracing r ce mph Wind Factor n O % . Line Spacing Required Required Length Status p ( ' Line Method Total For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 pound per cq o ' (ft} Bracing (ft} Bracing Provided (ft} p p LL r - f are foot=0.0479 kPa. N l I - .. , . .....:.....�,.:..:.-�•:.,.:�. :....",_ ,. .�R ,'� . •, , 1 WSP 27 08 7 27 0 882 6 41 17 G7 OK square a, __I__ A...................... .....,.._ a. 40d box nails shall be permitted to be substituted for 16d Z 2 CS-WSP 27.08 6.42 0.882 5.66 20.33 OK O 0 common nails. �.._. 13 j A GB 19.08 9.59 1.279 12.2G 18.67 OK b. Nailing requirements shall be permitted to be reduced 25 dl B GB 14.71 7.62 1.279 9.75 24.17 OK percent if nails are clinched. C GB 12.96 6.83 1.279 8.73 26.08 OK c. Heel joint connections are not required where the ridge is ey D CS-WSP 15.68 3.90 1.279 4.99 23.00 OK supported by a load-bearing wall,header or ridge beam. d. Where intermediate support of the rafter is provided by vertical struts or purlins to aload-bearing wall,the ' 4 u- o 9 d- - / tabulated heel joint connection requirements shall be Wind Adjustment Factors-Table R602.10.3(2} (p.187} permitted to be reduced proportionally to the reduction in N V p Q i ( Lower Story span. lu - - ---_ -, iAl I c0 Numbered Lettered Lettered e. Equivalent nailing patterns are required for ceiling joistV X �,.. to ceiling joist lap splices. O 1, I Wall Lines Wall Lines Wall Lines Comment f. Applies to roof live load of 20 psf or less. �-- phi X BwL 4 -' --------------------- --- --- - --------- - 2-6 ----- 2-6 - ----------- --- Exposure Category 1.00 1.00 1.ao Exposure B - ;. - - i" -� p g p g Tabulated eel joint connection requirements assume T h q 'd. 1 11 Roof Eaw-to-Ride Height 0.98 1.00 0.99 9'-8"; l(Y-0"; 9'-8" that ceiling joists or rafter ties are located at the bottom < OL 4'-l0" 7'-O" 4'-10" Wall Height 0.98 0.98 0.95 9'-8"; 9'-8'"; 9*4' of the attic space. Where ceiling joists or rafter ties are 60 1 11 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 1 j ! ! ,:....,"....___._.__.._._._.._-_, _ ..._._.,...- ' Additional 800 lb Hold Down 1.00 1.00 1.00 NIA requirements shall be increased by the following factors: V tu u- < 0 - I Gypsum Board Fastening 1.00 1.00 1.00 NIA O IX Wind Factor Total 0.960 0.980 1.223 Hc/HR Heel Joint Connection Adjustment Factor _ p GARAGE DWELLING 1/3 1.5 N O 1/4 1.33 e- m Braced Wall 140 mph Total Bracing 115 1.25 Braced Wall Bracing Wind Factor i/6 1.2 F I RST STORY �SkiL. PLAN Line Method Line Spacing Required Total Required Length Status SCALE: 5116" = 1 ft (ft) Bracing (ft) Bracing Provided (ft) 1/10 or less 1.11 DATE: MARCH 2O23 3 CS-WSP 27.00 11.80 0.960 11.33 43.17 OK where: 4 CS-WSP 27.00 11.80 0.960 11.33 35.75 OK E CS-WSP 22.33 5.47 0.980 5.36 7.08 OK HC=Height of ceiling joists or rafter ties measured vertically WALL BRACING 4 F-GAR GB 22.33 10.93 0.980 10.71 12.33 OK above the top of the rafter support walls. ROOF PLAN HR=Height of roof ridge measured vertically above the toip of F-DWEL GB 7.67 7.67 1.223 9.38 10.00 OK the rafter support walls. G GB 23.08 21.12 1.223 25.82 27.67 OK DRAWING NUMBER H CS-WSP 38.50 16.40 1.223 20.05 26.83 OK m I ROOF ---------------------------------------------------------------------------------------------------------------------------i 2x EXTERIOR WALL I I> 0 I I I — — _ I - - - - - - - - - ' I - _ _ -. _ -' - - - - - I R-30BATTINSULATION Z 7 O I - i STUD TO FLOOR J015T V SIMPSON COIL STRAP p/ ------------------I ------ -- ---------------------------------------------}----------------------------------------------------------------t-------------------------------------------------------i (4)-8d NAILS AT EACH END O LL CEILING LAUNDRY I ( I FAMILY BATH �- I --- - _ _ _ - - - _ - - MASTER BATH - - - - I i 2x SOLID BLOCK 8 AIR-SEAL BETWEEN FJ 2x RIM BOARD W >1 I I > (- - - - > I > 1 I I > 1 > 1 > 1 >I ' I I ; Z .� I I I I I I u�l GANTILEVERED FLOOR JOISTQ&6 m V ; WG - - - - WASHER I i I I LAV. I I I LAV. I LAV. I I I N 1 I TUB I I I TUB I I l.(b" 055 4 VINYL SOFFIT Q m m lu I SfIOWER I FLOOR J015T TO WALL: 2x EXTERIOR WALL 51MP50N H -8d NAILS TO FJ a -8d NAILS TO 5TUD - u 2nd FLOOR 2 5 (5) -- ----- --- --- -----------------------------------------------------------a ALTERNATE WHERE FJ/5TUD MI5ALIGN5: -------------- 2ii W -- --- ------- 2: W --- 3 W-------- I-I/2" W-F-I------------ I-I/2" W I-I/2" W 2" W 3" W 2" W I FLOOR JOIST TO PLATES: l` 2 yy I I G.O. 2 I'1 3" W I G.O. 2" W 3 W I SIMPSON H2.5;(5)-8d NAILS TO FJ,(5)-Sd NAILS TO PLATES G.O. --I------------------------------------------ --I--------------------------------------------------------------- ---------------------------------------- I 5IMP50N �5 (5)-8d TO PLATE5, (5)-Sd TO STUD CEILING _.- - � POWDER - BATH I - - _ _ _ _ _ _ KITCHEN - - - .- _ _ - - _ _ 2x ROOF RAFTERS AT 16" O.G. I USE GALV. HURRICANE TIE BETWEEN I EVERY RAFTER AND THE ROOF BEAM to I to I u�1 u) _ I I DETA I L AT FLOOR 2x CEILING JOISTS AT 16" O.G. V OANTILEVEE'S $ SETBACKS USE (JOIN NAILS AT CTRAFTER LA I WC I WG I HEEL JOINT CONNECTION (� 3 KIT SINK X ( LAV. 3 LAV. I I SCALE: NT5 ROOF BEAM (SEE PLAN FOR SIZE) ' - N DW m m PREI I ASSEMBLESWIRTHATIVE IO-d NTREATED I I TUB I 12" O.G. STAGGERED ALONG LENGTH I I I VENTED VINYL SOFFIT - ----O------------------ --------------------- -------- ----- ----------------------------------- ---------- -------------- ------- ------- Y3. ------------------j x TR BOARD 2" W I-I/2" W 3" W 1-1/2" W -- 2"yy i UPLIFT CONNECTIONS: G518 GALV. COIL STRAP G.O. 2" W G.O. 2" W 31: INO2" i W USE (2) AT EACH POST, TOP d BOTTOM I 5/4"xb" DECKING (4)-IOd NAILS AT EACH END -------- ----------------------------------------- -------------7 PERPENDICULAR TO JOISTS CEILING (2)-&d THREADED NAILS OR G.O. 4" W r -1 -II F.A.I. (2)-No. 8 WOOD 50REW5 AT 4x4 WOOD COLUMN 4 TREATED 4 W " I EACH SUPPORTING MEMBER REST DIRECTLY ON FLOOR BEAM FLOOR BEAM (SEE PLAN FOR 51ZE) I FLOOR JOISTS :d UC55 PRESERVATIVE TREATED (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IO NAILS i�LUM�I NO R 15Efi�' D I AO�'AM L UG3B PRESERVATIVE TREATED Ib" O.G. ALONG EACH EDGE [R507'.5] TO APPROVED SCALE: NTS HOUSE TRAP i SANITARY SYSTEM GRADE t 4x4 WOOD POST BASEMENT FLOOR I UC35 PRESERVATIVE TREATED --------------------------------------------------------------------------------- (� PB44 HOT-DIPPED GALV. ll— P05T BASE ANCHOR 1 I 1 m F- J.l-! 12"4) x 6'-0" HIGH P.G. COLUMN WITH (2)-#4 z z W W z VERTICAL REBAR ON } J,t � W TYPICAL ROOF R-39 24 x 24 x 12 DEEP P.G. FOOTING WITH (2)-#4 to ASPHALT ROOF SHINGLES OVER 15# FELT OVER REBAR EACH WAY,REBAR 4"' ABOVE iv ,- O " STRUCTURAL PANEL SHEATHING OVER BOTTOM STRUCTURAL Q z dJ 0 z 2x10 RAFTERS AT I6 O.G. _ R-34 10" THICK OPEN-CELL SPRAY POLYURETHANE FOAM (SPF) 0- >` Q/ lU ® O 1.15 x 14 LVL STRUCTURAL RIDGE WITH Y2° GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] Q (SEE ROOF PLAN FOR POST LOCATIONS) OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] T)"F I OAL PORCH DETAIL > Q 12 SCALE: NTS / �y 10 Q 0 RIDOE TENSION STRAP: � WRAP STRAP OVER RAFTER (5) 10-6 COMMON NAILS AT EACH END OF STRAP GABLE WALL INSULATION 2x4 COLLAR TIE AT 48" O.G. CONTINUOUS: R-5 I-INCH RIGID FOAM XPS I CAVITY: R-15.6 4" OPEN-CELL SPF SEALED ATTIC (IND1kt1 GTLY CONDITIONED) (BEYOND SECTION) i 2" SOLID i I WOOD BLOCKING WE 2x8 GJ AT 16" O.G. I I �N SMOKE 3 G.O. F „}DETEGTOR IN ATTIC T530GSTRAP-T1EtY ®401ACH RAFTER b r'R , NOTE: ALL DUCTS SHALL ,p1 1-1/4 WIDE 20-OU,ACCE TYPICAL EXTERIOR WALL R-20 LOCATED IN THE ATTIG, 1/2" GYPSUM I'-0" ' < ` c' ta'•"' 2x4 STUDS AT I6" O.G. GALVANIZED STEEL STRAP �• •.�, r '°' •+�a' i�r� Tiz TO STUD: (2)-2x4 TOP PLATE;2x4 SOLE PLATE INTERIOR SECOND STORY BOARD FINISH EACH SIDE OF WINDOW AND a'r •,� "°` 1� WALL CAVITIES AND SECOND DOOR OPENINGS. INSTALL WRAP STRAP OVER RAFTER ' (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN N FLOOR PLATFORM. MIN. R-6 '�!,•r; .f' •^' R-15 UNPAGED FIBERGLASS BATT CAVITY INSULATION DUCT INSULATION IN ATTIC. STRAP FROM TOP OF TOP (4) 8-d COMMON NAILS AT EACH END OF STRAP VINYL SIDING OVER HOUSEWRAP OVER R-5, I" XPS INSULATION p z Q PLATES TO JACK STUD. = ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED OVER 1/2" STRUCTURAL PANEL SHEATHING G5-W5P N - MINIMUM LENGTH BELOW DEL VERED P4AR 1 4 2023 IAW MANUFACTURER'S SPECIFICATION J r in HEADER = LENGTH ABOVE _ WHERE RAFTER ALIGNS WITH STUD HALL m LAUNDRY W.I.G. N N BOTTOM OF HEADER BEYOND SECTION Lu (2)-1.715 x 11.8-15 LVL DOUBLE-FRAMED 3/4" SUBFLOOR Q STAIRWELL (TYP) W O Q 11.875 TJI-560 FJ AT 16" O.G. R-13 2" CLOSED-GELL tL SPF AT RIM JOIST 11 l(1 a TYPICAL INTERIOR WALL N I I 2x4 STUD5 AT 16" O.G. I I (2)4"15 x II.B-IS I/2" GYPSUM z (2)-2x4 TOP PLATE;2x4 50LE PLATE I I LVL FL HDR BOARD FINISH41 O O v Ys" GYPSUM WALLBOARD ON BOTH SIDES to ° a ° O ` MALL STUD TO NALL STUD : STRAP OVER OR UNDER SHEATHING I5t FLOOR PLATFORM R-13 2" CLOSED-CELL SPF 2x8 PLAT COMMON NAILS AT EACH END OF STRAP WOOD FLOORING OVER I 1 0 o (V 5/4" PLYWOOD 5UBFLOOR AT RIM JOIST - Z SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET a 2 x 12 FLOOR J0I5T5 AT I6" O.G. ° k _ GRO55 BRIDGING AT M105PAN r TANS I ON STRAP I NO z I < O - I I HALL PANTRY I^' O X 0 E— O 1/2 GYPSUM I I AT Y `BALL OPEN I N05 N 13 V U �- 0 O SILL CONSTRUCTION: BOARD 2x6 P.T. (UG36) SILL ON TERMITE SHIELD FINISH FINISHED FLOOR SCALE: NTS w Q z ON SILL SEAL WITH 1/2" ANCHOR BOLTS I (SEE TYPICAL WALL DETAIL) STAIRS 0 Q V - x(V (3)-I.15 x 11.815 FINISHED GRADE Q Q � O- LVL GIRDER 1/2" GYPSUM �- 0 FINISH BOARD FINISH SLOPE 6" IN 10' MIN. AWAY FROM BUILDINGGRADE D (4)-3/8" LAG SCREWS _..j O-1 STUD TO ILL PLATE : �° BASEMENT v IL WRAP STRAP UNDER SILL PLATE PER CODE 2x8 PLAT G i1J - -Y1 W 0 _ (INDIREGTLY CONDITIONED) (6) 5-d COMMON NAILS AT EACH END OF STRAP O O tll cQ FULL HEIGHT R-II BLANKET WALL Q � � O SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET 8 a�I Q INSULATION A5 MANUFACTURED BY d) o Q GERTAINTEED CORP. A5TM E84 MAX. N O e a 1/2" GYPSUM FLAME SPREAD INDEX 25 m e BOARD MAX. SMOKE DEVELOPED INDEX 5 50 a.e •d e FINISH J 4" P.G. FLOOR SLAB TOP OF BASEMENT SLAB DATE: MARCH 2O25 10" POURED CONCRETE FOUNDATION STEM WALL 45" x 48" x 14" DEEP SECTIONS ri VERTICAL REINFORCEMENT: #4 REBAR AT IB" O.G. P.G. FOOTING DETAILS HORIZONTAL REINFORCEMENT: ONE #4 REBAR WITHIN 12" OF THE w/#5 REBAR AT 8" ON-CENTER E.W. TOP OF THE WALL STORY AND ONE #4 REBAR NEAR THIRD H I O H-N I ND UPLIFT STfi APP I NO POINTS IN THE WALL STORY 50ALE: NTS UPON 24" x 12" Ht CONTINUOUS P.G. FOOTING DRAWING NUMBER MINIMUM 3'-0" BELOW GRADE SEOTI ON A NOTE: ALL METAL 5TRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON C520 COILED STRAP). SCALE: 1/4" = I ft A -7 STIRAP 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 RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Ilding Code - III NYCRR TABLE R301.2(1) WIND COMPLIANCE PATHWAY NOTES and publications Incorporated by reference therein. 0 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA RI052 BUILDING PERMIT: A building permit shall be kssued by the WIND DESIGN SUBJECT TO DAMAGE FROM WIND DESIGN STANDARD: 2020 RGNYS Town prior to the start of work. A cop of the building permit v and approved construction documents s all be kept on-site FLOOD ULTIMATE DESIGN WIND SPEED: OBTAINED FROM until po ect completion. copy p GROUND SEISMIC WINTER ICE BARRIER AIR MEAN fi SNOW Seed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL htt s://hozorcls.otr-ouneil.or FOR THE PROJECT LOCATION: project p pWeathering Termite TEMP REQUIRED HAZARDS INDEX TEMP https://hozorcls.otr-ouneil.org Z LOAD (mph) effects region debris zone CATEGORY depth N 41.0031 W '725665 THIS NEW RESIDENTIAL STRUCTURE UTILIZES R106.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is � WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE PRE-ENGINEERED WOOD GON5TRUGTION filed with The State Educatlon Department entitling D'Amoro v 25 psf 127 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 Surveying, (*Designer") to provide Ineerin and Surve In P.G. (Des► er professional engineering services. However,the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE THE OWNER SHALL NOTIFY THE TOWN AND not been retained to provide construction engineering, IL R301.2(' ] AFFIX THIS SIGN IN ACCORDANCE WITl1 supervision nor inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE CATEGORY: EXPOSURE B TITLE 14 NYGRR PART 1265. for work performance of the builder. The builder shall Q Elevation Latitude temperature cooling ;fi, immediately notify Designer, to writing, If there Is any W heating cooling factor p g difference COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and Ian dimensions,es especially with regard to existing construction. O U�l 70 ft 41° North 150 99% outdoor DB 850 1%outdoor DB 0.997 70°F 75°F 55°F MAIN ROOFURUP�TUGONNEGCOEFFORGETS [TABLE TA LEfR301.2 '5)] p y g g Z R3012.1 WIND DESIGN: in accordance with Figure R3OI2(5)B,wind m Cooling temperature Wind velocityWind velocity Coincident Winter Summer - p g y Daily range span, 140 mph, pitch greater than 5:12) [TABLE R8O2.1I] design Is not required. This building Is designed In N difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 140 plf accordance with the wind provisions of the 2020 RGNYS. ry 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 = &0 plf m R301212 PROTECTION OF OPENIN65: This building in not located (� UPLIFT METAL FRAMING GONNEGTOR5 ARE REOUIRED AT TOP In a Wmdborne Debris Region. m OF ALL BRACED WALL PANELS [R602.3.5]. R30I2.4 FLOODPLAIN: This building Is not located In a flood hazard area. ? _ R3015 LIVE LOADS: Minimum uniformly distributed live loads: IWK 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) R301.6 ROOF LOAD: Roof Design Load Is based on the greater of the Ground Snow Load (20 psf,applied per A5GE--0 and NUMBER AND TYPE NUMBER AND TYPE SPACING AND LOCATION SPACING`OF FASTENERS projected roof live load per Table R301b. Span table ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER b,e SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa,b, 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 TFloor inches (inches) support (inches) (inches) R301b NOMINAL SIZES: Dressed lumber dimensions specified on ,/ (inches) these plans are nominal sizes. Engineered wood dimensions 4-8d box(2 72"x 0.113");or 4-8d box(2 y" x 10.113"); or � P g 3-8d common(2 72 x 0.131 ) or 3-8d common(2/ x 0.131 )• or Wood structural panels,subfloor,roof S and wall sheathing to framing and particleboard wall sheathing to framing (LVL P5L I Joists,giu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate � Toe nail 21 Joist to sill,top plate or girder � Toe nail 3 3-1 Od box(3"x 0.128");or 3-1 Od box(3 x 0.128 ),or Staple 15 ga. 1 4 8 R302.1 FIRE-RESISTANT EXTERIOR WALLS: All exterior walls and I projections shall be located at least 5 feet from lot lines and 3-3"x 0.131"nails 3-3"x 0.131"nails Up to 20.097-0.099 Nail 2 3 6 are not fire-resistance rated. 4-8d box(2%2"x 0.113");or 8d box(2%2"x 0.113") 4" o.c. toe nail Staple 16 ga. 1 4 3 6 R302-q 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 CEILINGS: Gypsum wallboard is a Glass A finish 2 Ceiling joists to top plate 3-lOd box(3"x 0.128");or Perdolst,toe nail 22 (roof applications also) 1 Od box(3"x 0.128");or 6"o.c.toenail I 32 and 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 4-1 Od 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 Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 2"x 0.162");or Face nail „ 2-8d common(2 2"x 0.131"); or 23 3 Staple 15 ga. 1 3/ 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 3-1Od box(3 x 0.128 ;or" " Face nail /2 and surfaces shall have a 15 25 and a SDI s 450. See plans ) 0.097-0.099 Nail 2 4 4 8 for exposed Insulation values. 2 staples, 1"crown, 16 ga., 1 %4" long Staple 16 a 2 Ceiling joist attached to parallel rafter(heel joint) p g • 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 4 4 8 around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder I „ Blind and face nail 2-16d Common 3/ x 0.162 I where otherwise specified by the 2020 ROWS. ( ) 0.113 Nail 2/ 3 6 4-1Od box(3"x 0.128");or 3-16d box(3 1/"x 0.135");or 1 Staple 15 ga.2 14 4 8 R3o2.12 DRAFTSTOPPING: Not needed for this project. Collar tie to rafter,face nail or 1 4"x 20 ga. ridge strap " :, . 25 2 planks(plank&beam-floor&roof) 2-16d common 3 I "x At each bearing, face nail 5 3-]Od common(3 x 0.148 ),or Face nail each rafter ( / 0.162) 0.097-0.099 Nail% 4 g R302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") I „ „ c project under Exception 4. 3-16d common(3 x 0.162 ),or SPACING OF FASTENERS 4-1 Od box(3"x 0.128 )�or DESCRIPTION a°b OF FASTENER AND LENGTH" NOMINAL MATERIAL R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed 3-16d box(3 2"x 0.135");or 2 toe nails on one side and ] toe 26 Band or rim joist to joist :+ :: End nail THICKNESS Edges Body of panels luminaires shall be IC-rated I/A/W N1102.45 with separation 3-10d common(3"x 0.148");or 4-3 x 0.131 nails; or 6 Rafter or roof truss to plate nail on opposite side of each rafter 4-3"x 14 ga. staples, % (inches) (inches) from Insulation per listing. Z 6"crown (inches) (inches) - 4-1 Od box(3"x 0.128");Or or truss' R306.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered glass or ly D_ 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboard t-fiber-cementh other approved safety glazing material shall be Installed In O 20d common(4"x 0.192"); or and adjacent to door panels;within 60 Inches of wet surfaces; LU 4-16d box(3%"x 0.135"); or at top and bottom and staggered. Fiber-cement and at locations where shown on the plans.Toe nail 3 6 tu V m uZ� Z 3-1Od common(3"x 0.148"); or 1 Od box(3"x 0.128"); or 24"o.c. face nail at tap and bottom 3d,corrosion-resistant,ring shank nails R30q.1 GARAGE FLOOR SURFACE: ti Z ara a floor shall be 5-Inch Z - < Z W 4-1 Od box(3"x 0.128");or 3"x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped I/4-Inch per foot toward vehicle m - -_ 27 Built-upgirders and beams 2-inch lumber layers en doorway. 7 O Al Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131" nails g Y And: Staple 18 ga., s long,4 crown 0 / �- N ti �O- Z 7 3 6 R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the 1i��� O } dl L Z to minimum 2 ridge beam I „ „ • 2-20d common 4"x 0.192" ; or (finished flooring other than tile) pC Z Z t- 3-16d box(3/ x 0.135 ),or ( ) Face nail at ends and at each splice 4J builder's responsibility to verify that window units supplied by A- t- O W I " ++ . 3-lOd box(3"x 0.128"); or 14 long x .121 shank x •375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for OL >' 2-16d common(3/ x 0.162 ),or g End nail 3-3"x 0.131"nails 8 8 emergency escape and rescue openings where required. Q QC 3-lOd box(3"x 0.128");or (galvanized or stainless steel)roofing nails(for the finish) p� 0 d 3-3"x 0.131"nails i „ „ R311.1 5TAIRWAY5: Interior stairways shall be re-assembled OL � } Q� 4-16d box 3/ x 0.135 ;or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws O QC Wall ( } (for the finish) 8 8 wood units. The maximum riser height shall 8-I/4 Inches and � � ry O �Q 3-16d common 3 2"x 0.162" ;or the minimum tread depth shall be q inches,plus nosing where Z 28 Ledger strip supporting joists or rafters ( ) At each joist or rafter,face nail required. Provide handrails per Code. • Q 16d common(3 2"x 0.162") 24"o.c,face nail 4-lOd box(3"x 0.128");or Plywood 8 Stud to stud(not at braced wall panels) 10d box(3"x 0.128");or 4-3"x 0.131"nails 1%4 ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 inches above 16"o.c.face nail 3 6 grade,and steps leading thereto,shall have guards that 3"x 0.131" nails 29 Bridging or blocking to joist Z 2-10d box(3"x 0.128");or 2-8d common I/and%6 12 2 ga. (0.099")shank diameter conform to Code. mot' I • Each end,toe nail 16d box(3 2"x 0.135"); or (2 „ „x 0.131 ),or 2-3 x 0.131 nails Staple 18 ga., %,%6 crown width 2 5 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail R3122 WINDOW FALL PROTECTION, Windows with sills Less than corners at braced wall panels) 3"x 0.131" nails SPACING OF FASTENERS i32,sg is i 14 ring or screw shank nail-minimum a 24" above finished floor and greater than -12" above grade ( p ) / /2 and/ 6 8 shall be protected per Code. 16d common(3 2"x 0.162") 16"o.c. face nail ITEM DESCRIPTION NUMBER AND Edges Intermediate 12 2 ga. (0.099")shank diameter 16d common(3 2"x 0.162") 16"o.c.each edge face nail OF BUILDING ELEMENTS TYPE OF FASTENERa,b.c T; b supports`,e 12 ring or screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected ,,.,�R,•>"'p^r^:,„ 10 Built-up header(2"to 2"header with%" spacer) (inches) Inches 19 s 2s s I ++ 3 6 smoke alarms,carbon monoxide alarms,and heat detection ,�• ,. ,n 16d box(3 2"x 0.135") 12" o.c. each edge face nail (inches) /2, /, /2 and/ 12/ga. (0.099 )shank diameter alarms shall be Installed at all locations shown on the plans. •:'�' �"" -, f/ Wood structural panels,subfloor, roof and interior wall sheathing to framing and articleboard wall sheathing to framing Sta le 16 a., 1 % 6 8 5-8d box(2 72" x 0.113");or p g g p g g p g R315 CARBON MONOXIDE ALARMS: Install at all locations f;l c'.` 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) Hardboards specified on the plans. c ' 4-1Od box(3"x 0.128") s 6d common(2"x 0.113")nail 12 long ring-grooved underlayment nail 6 6 R3I1 WOOD DECAY PROTECTION: Lumber specified in ithe plans t� 30 -2 6 12' as pressure preservative- P.T) shall be in t treated ( h 16d common 3/2"x 0.162" 16"o.c.face nail (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 t - ( ) 12 o.c.face nail accordance with AWPA UI for the Intended use and location. � 1.1-,'. , g' � .:,• �,,�,. 12 Top plate to top plate l Od box 3"x 0.128" • or 31 I%2"- 1" 8d common nail(2%"x 0.131") 6 12' Staple 18 ga., %ion (plastic coated 3 6 Fasteners shall be hot-clipped galvanized steel,stainless ,�.-•'` �'� �' s°" 'i�` .��• 32 1 i ++ 1 i :+ :: :+ 6 12 g(P } steel bolts. Pp g lOd common 3"x 0.148" nail or steel,silicon bronze, copper or 1/2" diameter or gireater ,,':''' �Q. • 3"x 0.131"nails ( ) Particleboard x - a 8d(2 2 x 0.131 )deformed nail 4d ring-grooved underlayment nail 3 6 i; 4 �8 long,s R401.4.1 6EOTEGHNIGAL: Footings and foundations shall) rest on pE . sV«REt� j'•1faR � Q 2023 8-16d common(3 2"x 0.162");or Face nail on each side of end joint 1/2 Other galvanized roofing nail, /6 head 6d ring g ooved underlayment nail 6 O undisturbed soil with a minimum l hove this to valve of 2poo 12-10d box(3 x 0.128 ,'or (minimum 24 lap splice length 33 2 structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 1 %4" long 3 6 Staple 16 a., 1 %long, g crown 3 6 cl af elgravel;5W 4 SP-sandaan ygrg vhelylsond;SM ►ng value 12-16d box 3 2 x 0.135 or ++ 3 Include 6W t 6P- ravel and sand gravel;6M 4 6G-sll and 13 Double top plate splice ( „ „)• g g y 4 5G-silty 0 each side of end joint) d , 12-3"x 0.131" nails s ++ ++ an c oyey sand. Unsuitable subsoil material encountered 1 / galvanized roofing nail, /6 head I � 6d ring-grooved underlayment nail 6 10 durin excavation shall be excavated and replaced in-situ O m 34 2 32° structural cellulosic fiberboard sheathing diameter,or 1"crown staple 16 ga., 4"long Staple 16 a., 1 _ 1 3 6 2' s 3 6 with /4° crushed stone to a minimum depth of 8 Inches or AOBE. � p g 5/long,%crown Bottom late to joist,rim joist,band joist or 16d common(3 72" x 0.162") 16"o.c.face nail 35 2" gypsum sheathing 1 72,E galvanized roofing nail; staple galvanized, R4022 CONCRETE: Basement walls,foundation walls,exterior �Q 7 7 walls and other vertical concrete work exposed to the ul 1/ lon • 14 screws,Type W or S For SI: 1 inch=25.4 mm. "p d1 `D 14 blocking(not at braced wall panels) ldd box(3�2"x 0.135");or 12"o.c.face nail g� weather shall be air entrained stone concrete with a minimum tL u� 3 �� compressive strength of f'c=3,000 psi at 2& days. Porches, ! 3 x 0.131 nails 5 „ d 1 /4 galvanized roofing nail; staple galvanized, p 9 P y • O 36 / gypsum sheathing s :: s ++ 7 7 a. Nail is a eneral 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 Z (� 1 / long; 1 / screws,Type W or S g P P floor slabs shall be air entrained stone concrete with a O Bottom plate to joist,rim joist,band joist or 3-16d box(3 2"x 0.135");or 3 each 16 o.c. face nail � - 3 15 2-16d common 2 2"x 0.162" ;or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of 16-inch on diameter except as noted. minimum compressive strength of f c-3,500 psi at 26 days. Q p 0 ches n center at all orts where ns are 48 blocking(at braced wall panel) 6 12 C. Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floorsnches or greater. s stems shall extend below the frost foe, o d tt) 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 FROST PROTECTION Exterior footings and foundations O �0 37 4" and less 8d common(2 2"x 0.131")nail y i.e.,I. t minimum 4-8d box(2 2" x 0.113");or d. Fasteners shall be placed in a grid pattern throughout the body of the panel. depth of 3'-0" below finished grade. O - N 3-16d box 3 2"x 0.135" • or „ - 8d common(2 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. �- �p- �- ( )� 38 /g 1 6 12 R404.1.-1 BACKFILL: Backflll shall not be placed against !Y Z (� 4-8d common(2 2"x 0.131");or Toe nail 8d deformed(2 V2"x 0.120")nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls untll cured a mtn►mum of'1 days. Brace top -- O - - 4-1 Od box(3"x 0.128") or 1 Od common(3"x 0.148"}nail or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. ,Z O< O d- 39 14" - 1%4" " " � 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using J�J � 16 Top or bottom plate to stud 4-3"x 0.131"nails 8d deformed(2 2 x 0.120 )nail R502.1 WOOD FLOOR FRAMIN6: Load bearing dimension lumber p aC [_ tL the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer N v n 3-16d box(3 2" x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus t j p Q < L 2-16d common(3 2"x 0.162");or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; 1 ksi=6.895 MPa. E=2.0 x 10 6. w 3-1Od box(3"x 0.128");or End nail R602 WOOD WALL FRAMIN6: Load bearing dimension lumber shall Q< 0 v 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 OL � sheathing connections shall have minimum average bending yield strengths as shown: 80 ksi for shank diameter of TABLE R602.3(3) REQUIREMENTS FOR WOOD STRUCTURAL PANEL No. 3,standard or stud grade Iumber. X 3-10d box(3"x 0.128");or 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 a,b,c R'102.3 GYPSUM BOARD: All Interior walls to be covered with Y2"WALL SHEATHING USED TO RESIST WIND PRESSURES < cn 17 Top plates,laps at corners and intersections 2-16d common 3 %2"x 0.162" • or Face nail sum board;taped,s ackled and pointed;unless otherwise - ( ): ksi for shank diameters of 0.142 inch or less. gyp � p P la 3-3"x 0.131"nails noted on plans. J - b. Staples are 16 gage wire and have a minimum /6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN v to I/ c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or eater. MINIMUM NAIL MINIMUM WOOD MAXIMUM PANEL NAIL WIND SPEED V R'103.3 SIDING: Exterior wall covering shall be vinyl siding tested �L E < 3-8d box(2 72 x 0.113 ),or P PP P �• NOMINAL uIi � 9 y ng 111 STRUCTURAL WALL STUD SPACING the manufacturer for use In high-wind regions and Installed 2-8d common(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 0 18 1"brace to each stud and late :: :: . Face nail PANEL SPAN SPACING IL P 2-10d box 3 x OA28 or e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). THICKNESS Instructions for high-wind regions. Use stainless steel Halls for ( )� Penetration RATING (inches) Edges Field Wind exposure category g 9 >L O £ 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 3,000 feet of � d' 2 staples 1 4" (inches) ( ) (inches o.c.) (inches o.c.) B C D the ocean line. N p inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less � m 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 1.5 24/0 % 16 6 12 140 115 110 R802.1 WOOD ROOF FRAMING: Load bearing dimension lumber p 2-8d common(2 2"x 0.131"); or less than 140 mph. (2.0"x 0.113") for rafters, trusses,roof beams and ceiling jolsts shall be J 19 1"x 6" sheathing to each bearing 2-1Od box(3"x 0.128");or Face nail Douglas fir-larch No. 2 or better. g. Gypsum sheathing shall conform to ASTM C 1396 and shall be installed m accordance with GA 253. Fiberboard 8d Common � 16 6 12 170 140 135 2 staples, 1"crown, 16 ga., 1 %4" long sheathing shall conform to ASTM C 208. (2.5"x 0.131" 1.75 24/16 /6 R&O6 ROOF VENTILATION: Soffit vents shall be provided with a 24 6 12 140 115 110 minimum net free ventilating area of Xso of the area of the DATE: MARCH 2O25 +� �� 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 unvented. 3-8d box(2 2 x 0.113 ),or blockingand at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to anel edges p P Y P g gP g PP P g 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 mm, 1 mile per hour=0.447 m/s. RgO52 ASPHALT SHINGLES: Asphalt strip shingle wrappers shall PP Y g q g g g P g P rP �' � � pP 3-10d box(3"x 0.128");or be labeled to indicate compliance. with AS D-1156 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 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,r A5Twtth the 1ClassF, and shall instructionsbe fastened achieve P g P P rP PP P Y P Yam' g Pncemanufacturer's 20 1"x 8"and wider sheathing to each bearing Wider than 1"x 8" 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 minimum of six nails per strip shingle. Use Face nail J P g J P g• p p ng one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on 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 3,000 feet of 4-8d box(2 2++x 0.113++);or saltwater.the opposite 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• RSRS-01 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 RI0062 AIR SUPPLY: All combustion air for factory-built 3-10d 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 _ 4 staples, 1"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. to accordance with the UL listing. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y2")at Load bearing or braced/shear wall above(must stack over wall below) Load bearing or braced/shear wall above - 12"on-center 9 • �� Plate nail,16d 0.135 x 3Y2") , • Plate nail, 16d(0.135"x 3 YZ ) ( When sheathing thickness exceeds Y8", 2x stud wall at Floor panel nail- Blocking panel: 1/a"TJ®Rim Board, 1 (must stack over wall below when present) R ALLOWABLE HOLES - TJ 1® Joists sts at 16"on-center at 16"on-center - 1 Ya"TimberStrand® LSL or TJI9 joist. No load bearing Z trim sheathing tongue at rim board 16"on-center 8d(0.131"x 2/")at 6' on-center J 1y"hole may be cut _ Blocking panel: Web stiffener 1 wall above Min.distance from Table A Min.distance from Table B Y 0 ® X " Plate Hall-16d 0.135"x 3/2" anywhere in web o e ' 1Y8"TJ Rim Board,1/a required on both ( ) Web stiffeners required on 2x4 minimum Web stiffeners Blocking panel: DO NOT � ~ o at 16"on-center* side of hatched zone TimberStrand^ LSL or 1/8 TJ®Rim Board, sides at A2W ONLY Sheathing both sides at A3.4W ONLY squash blocks required each side ® cur or notch flange. TJI®joist Floor panel nail- 8d(0.131"x 2 z")at 6"on-center* boundary nails, at B3W ONLY 1 a"TimberStrand LSL • , 1 or TJI®joist 8d(0.131"x 2Yz a 1/a"TimberStrand® Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. Yts' Web stiffeners 6" O O g" O each side at A3._W B 1 B 1 W required on both nail Toenail-10d(0.131" sides of both joist 6" L, 2 x D, D, Closely grouped round L2 2 x Lz D2 6" 6" V Toe nail, Toe nail, 1%"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if (� ( x 3" at 6"on-center minimum No field cut Do not cur 10d(0.131"x 3")410d(0.131 x 3") TJI®rim joist only)or thickness exceeds Y8 12. Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes In holes larger at 6"on-center at 6"on-center y) min. End of Joists at hatched meets requirements for Hatched + . u 1%"TimberStrand® LSL. trim sheathing tongue For rim board thicker than 13/4" on both sides at B1 W cut holes In cantilever except knockouts) q than A2 In centerline reinforcement. zones round or square holes. zones cantilever TJI®rim joist at rim board and B2W ONLY LU Web stiffener -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support Table A - End Su ort W Toe nail-10d(0,131"x 3") nail.To nail from TJI joists into rim board. pp required on both Must have 13/a"minimum at 6"on-center* Install proper blocking to P j Blocking panels may required �j * sides at Al W ONLY * joist bearing at ends. Attach 11c 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 with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support 0 N nail from side of parallel closure into rim board. B3 63W B4 64W Z Al Al W a e A3 A3.1 A3.2 A3.3 P walls above or below—see detail B1 below—see detail 61 ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE rim foist per A3 detail. A3.4* JOIST TJI® *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 A3.2 A3.3 *For additional installation specifications see Rim Board A3.4 W DEPTH y 3- Al" s" s�" 7" s'/' 1," t3" z" 3 a" s s% 7 s'/" 1," 13" O e(1 Nail through 2x_canttlever,wood backer and 110 r-o" r-s" 2-0" 3'-0^ s-o^ 1'-0" r-6" 2'-6" T-6" a'-6" V Weyerhaeuser Installation Guide for Floor and Roof Framing,TJ-9001. O OW W W Details and Installation in Weyerhaeuser Installation Guide 1%"TJ®Rim Board or 1Y4"TimberStrand® LSL. TJ10 joist web with 2 rows 10d 0.148"x 3" tV A Blocking J ( ) 210 1'-0" 1'6" 2'-6" 3'-0" 5'-6" 1'-0" 2'-0" 2'-6" 4'-0" 5'-0" 1 for Floor and Roof Framing,TJ-9001. Nail with 10d 0.131"x 3" nails,one each at nails at 6"on-center,clinched. 9Y,• 230 ,'-6" T-0" 2'-6" T-6- V-6- V- • Q to — ( ) panel o r-o^ a-o" a'-s" 5•-0^ top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3Y2")nails with 3Y2"TJI@ 360 1'-6" T-0" T-0" 4'-0" 6'-0" ,'•6" 2'-6" T-6" s'-0- s'-6" (() with connections equivalent to floor panel joist flange widths. 560 1'-6~ 2'-6° T-6" 5'-0" T-o" z'-0- 3'•0" 4'.0" 5'-6" 6'-o" schedule. 110 1'-0" 1'•0" 1'-6" 2'-0- 2'-6" T-0" '-6" 1'-0" 1'-6" 2'-0" 2'-6" 4'-6" F-0" 6'-0" # - 6'-0"length of TJI®joist 8"diameter maximum hole for 11/"- 1Ys"TJ®Rim Board 1'/a"TimberStrand® 210 ,'-o" ,'-s• 2'-0" 2'-0•' 3'-°" 3'-s" s'-o" ,'-o^ ,'-s'• z'-s^ 3'-0" s'-o" s'-s" s•-s- reinforcement and filler 16"deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, '' t 4'-0"length of 8"diameter maximum hole for 11/8"- block.Use 4'-0"length maximum for blocking panels 9%"deep Attach reinforcement to joist 11%" 230 ,'-0" 1'-6" 2'-0' 2'-6" T-0- T-6" 6'-6- 1'-0" 2'-0" 2'-6" T-6" V-6^ s'-6" 7•-0• — one each at top and bottom flange. with one 8d(0.131"x 2Y2") 360 r-6" 2'-0" 3'-0" 3'-6" 4'-6" s-o" T-0" r-6" 2'-6^ T&" a•-6" 6'-6^ 6'-6- T-6^ 3/a"reinforcement on 16"deep blocking panels;6"diameter with 9Y2"and 11%"TJI® or shorter than 12"long. Attach reinforcement to joist nail at each corner F1 applies to 560 1'-6" T-6" T-0" 4'-0" 5'-6" s'-0" 6'-0" 2'-6" T-s" 4'-6" 5'-6" T-o" T-6" 8'-0" 8"diameter maximum hole for 11 one side at E2,both joists. Do not cut flanges. 1 maximum for blocking panels 9Yz" J 110 ,'-o" r-o" r-o" r-o" r-6• 2•-0" 3'-0° 5•-6- r-o° r-o^ r-s° r-o" 3'-s" a'•o- 6'-0° s'-a' Web stiffeners Y8"-16"deep blocking panels;6" sides at E3 with one 8d(0.131"x 2y") g y 210 r-0~ r-o" r-o" r-s" 7-0" 2'-6" T-6" 6'-0^ r-o° ,'-o" 2'-0° r-s° a'-o" 4'-6" s'-s^ 8'-6- Load or shorter than 12"long. Horizontal blocking uniformly Load from above required on both diameter maximum for blocking Do not cut flanges. 1Y8"TJS Rim Board 1Y4" nail at each comer panels between each loaded joists 14" 230 ,-o" 1'-0" 1'-0" ,'-6" 2'-6" 2'-6" a'-0" 7'-0' ,'-0" ,•-o" 2'-0" T-0" 4'-0• s'-0- T-0" 9'-0" -^ sides at E1 W ONLY panels 9/2"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" s'-6" 8'-0" 1'-0" 1'-6' z'-s" a'-o" s'-o" s'•s" e'-o" s'-s^ �J ) 12"long. 10d(0.131"x 3")nails,one 12"length of 3/4" connections equivalent to Wood A ut� 2%0" 3'-0" 4%6" s'-0° V-6" 9'-a' r 6° 3'-0 a'-o° 5'-0" T-0" T-6° 9'-a' 101-0" — Y,s"� Do not cut flanges. 1Y"TJ®Rim Board or 1%" each at top and bottom flange. reinforcement on ' floor panel schedule. backer a�`�`Jet 0��.�1 210 1-0" 1'-0" 1'-0• r-o" v-0., r-6" T-6" 3'-s^ s'-o" r-o^ 1'-0" 1'-0" 2'-0" 3'-0" 3'-s^ 6'-6" 8'-0" 1r-o" O TimberStrand® LSL. Nail with one side at E5, 12"length of 3/" �\�`e ec ca� �oa�5 16" 3so 1'-0" 1'-0^ 1'-0" 1'0" 2=6" 2'6" T-s" 6'6" 9=0" 1=0" 1-0" 1-0" 3'-0^ 5'-0 5'-6" 9=0" 10=0" 11 6" 10d(0.131"x 3")nails,one Attach reinforcement to both sides at E6 re of rcem sides at E8 ent on one side F1 ��2 o�� each at top and bottom flange. 10dt web 0 148 with 3 rows a Is at 6" blocking Full tbetween,ertical O ca\� 9�r �{ sso 1a 1s" 1so- 17 286 10" 1z 156 ,o7 14 zso^ 360° a;s° s8s" 'o-0° ,oZo" 1''S.' ,''7'^ Attach reinforcement on-center,clinched.Use 2 each joist 3so r-o^ r-0" r-0" r-0" z'-0" a'-o° 5's" 3'-0^ a'-6" 6'-0" 10'-0- 1,'-0" 2x4 minimum 0 as Less than 5" 1s' to joist flange with 2' (� rows with 9Y2"and 11/8 Less than 5" sso 1'-0" 1'-0" 1'-0" 1'•0" 2'-0" 4'-6" T-0" 11'-0" 2'-0" 3'-6" 5'-0" 6'-6" 8'-0" 11'-0" 12'-0" 14'-6" squash blocks 0" 8d(0.131"x 2Y2")nails at 6" �ad TJI®joists. 3so ,'-o" r-a' r-o° r-o" r-o° z'-o" 4'-°" T•o" 1o'-s" r-o° r-o^ ,'-s" T'0- a'-6" 8'•0. 11'-6" 14'-0" 1s'-s" 0 ss ap*: WEB STIFFENER ATTACHMENT 20" 1'-0^ 1'-0" ' " 1'-0" 4'-6" 9'-0" 11'-6" ,'-0" 1'6" 3'-6" s'0" T-0" 10'-6" 13'-0' 14'-6" 16'-0" 1Ya"TJ" Rim Board or � on-center.When reinforcing / CS Use 2x4 minimum squash blocks to 1Ya"TimberStrand® LSL. Face grain �a'k both sides,stagger nails. y"minimum transfer load around TJI®iloist E1 E1W Nail with erS10d randO"x 3. E2 E3 horizontal E4 Not for use with 3%2"TJI0 joist flange widths 1" 2Y4"maximum Table B - Intermediate or Cantilever Support nails,one each at top and (1Y"for TJI® Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support 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 Web stiffener both sides. DEPTH 2' 3- a•• 5- 6%" T" 8%" 11" 13• z- 3" a" 5" s%" T• 8Ys" 11- 13- blocks installed at Ya joist-span See sizes below. *With point load from above,and no support adhesive to all 110 r-o" z•-s" 3'-s° 4'-6• T-s° r-s~ z'-s" 3'-6" s'-s° 6-6- Hanger bearing plate required. Structural exterior sheathinglocations usingP pp 1 „ contact surfaces below,install web stiffener tight to top flange 9Jz•• 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'•0" 3'-0" 4'-0" 6'-6" 7'-6" ria min height must Double TJI®Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang two 8d(0.113"x 2Y2") Tight fit* 230 2'-6- T-0" a'-0" 5'-6" 8'-6" z'- be a minimum of60% Flashing 9 a o" 3'-6" a'-s^ 6'-6° T-s^ Attach per the table.Clinch to top flange(tight to bottom permitted at beam. 9 (gap at bottom flange) nails or 360 3'-0" 4'-0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0" ofJOTSt depth a� 1 „ Nailing Requirements 560 3'-6" 5'-0" 6'-0" T-6" 10'•0" 4'-0" 5'-6" 6'-6" 8'-0- 9'-0" • nails when possible. flange with face mount hangers). Treated 2x_ •`5ti5P 2/ screws, TJI®Joist Series Depth Minimum Web Number Nails 110 ,'- ^ 1'-0" ,'-s'• 2'-6^ 4'-0^ 4'-6" 8'-6-Clinch nails nails when possible. , ledger 31° ak' typical (in.) Stiffener Size Type 210 ,-0. 1'-0- 2'-0" T-0^ 4'•6- 5'-0" V-0• 1'-0^ 2'-0" 3'-0" 4'-6" 8'-0" 8'-0- 10•-0- 9 � $d` End Intermediate See fastener 110 All s/s"x 2s/6""' 230 ,'_0" 2'_0^ 2._6" T-6" S_0" 6'_6" 10,_0" 1,_0" 2.6" 3,_6" V-0- 8,-6" 9'_0" 10,_6- 1V'TJ®Rim Board or 1%" 360 2'-0" T-0" 4'-0" F-6" T-0" T-6- 11'-0" 2'-0• 3'-6" 5'-0" T-0" 9'-6" 9'-6" 11'-0"table below.Maintain ® 210 All 3/a"x 25/s""' 8d Top mount TimberStrand LSL. 1 „ sso r-6" T-0- 4'-6" 5'-6" 8'•0" 8'-6" 12'-0" T-0" a•-6" 6'-0" F-0" 10'-6" 11•-0" 12'-0- hanger distance(minimum)from Option#2: 230&360 All �/"x 25/6""' (0.113"x 2/ ) 3 3 110 r-o" r-0" 1'-0" r-0" r-0" 2'-6" 4'-6" 8'-6- r-0. 1'-0" 1. . r-s• 5'-0" s'-0° T-0- 12'-0" hanger edge of ledger to fastener. 2x strapping installed at/ 16d 210 r-0" r-0~ r-o" r-0" r-6" T-0" F-6~ 9'-6" 1'-0- 1'-0- 2'-0•' T-6" 6'-0" T•0" 10'-0' 13'-0- Backer block joist-span locations using two 2 560 All 2x4(" 14 230 r-o" r-o^ r•o^ 2'-0" T-6- 4'-0" 6'-0" 10'-6" r-0- r-0- 2'-6" 4'-0" 6'•6" T-6" 1r-0- 13'-6" Face mount Allowable Load IbS 1 (0.135"x 3X") 360 ,'-0" 1'-0" T-0" T-6" 5'-6" 6'-0" 8'•6" 12'-6" 1'-0" 2'-0" 4'-0" 5'-6^ 9'-0" 10'-0- 12'-0- 14'-0- han er both sides of web / screws per joist,typical 9 ® Fastener 1Y4"TimberStrand® 1%"TJO Rim Board 18" 4 4 560 1'-0" 1'-0" ,'-6" T-6" 5'-6- 6'•6" 9'-6" 13'-6" 1•-0" 3'-0" V-0" T-0" 10%0" 11'-0" 13'•6" 15'-0" with single TJI joist LSL rim board 16d � Option#3: 560D 20 2x412' 1 „ 5 5 210 r-o- r-o° r-0° r-o" r-o" ,'-o° 3'-s° s'-o° ,o'-0" r-o• r-o" r-o" r-s" a'-s" s-6° ,o'-o° 12'-6° 1s•-o° Web stiffeners required if sides of /"lag bolt 610 48o Directly applied ceiling 22"(" (0.135"x 3/ ) 6 11 16- 230 r-0" r-o- r-o- r-0- r-6" 2'-0" 4'•0- s'- " 1P-0" 1 0. r-0" r-o" 2'-6- 5'-0^ s'-o^ 1o'-6" ,3'-s~ 16%6° With top mount hangers,backer block required only y pp 9 3so r-o° r-o^ r-o" r-o° 3'-0" a'-o" s'-s" 10'-0• 13'6^ r-o° r-o^ r-a' a'-o" r-6" 8'-6^ 13'-0" 1a-s" n'-o" H 1 hanger do not laterally support at HZ H3 24" 6 13 3 ®. for downward loads exceeding 250 Ibs or for uplift • Corrosion-resistant fasteners required for wet-service applications. PB1 When specified on the layout, one Of O 560 V-0" 1'-0" ,'-0" 1'•0" 2'-6- T-6- T-0- 11'-0^ 16'-0- 1'-0" 1'-0" T-6" 5'-6" 9'-o" ,0'-0- 14'-6" least/"of TJI Joist top flange LA p y � 1 PS1 or PS2 sheathing,face rain vertical v conditions.For nailing requirements see page 5,TJ- ( ) 9• g 9001,Weyerhaeuser installation Guide for Floor and the bracing options above is required (2)Construction grade or better a" s" 6" T 8" 101• 12" 1s" 1T- a•' 5" s" 7- 8" 10" 12' 15" 17" i Roof Framing, TJ-9001. 3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18" 3so r-o~ r-o° 1'-0" r-6" 3'-0~ 6'-0" 9'-0~ -0" 1,-6 4'-0 4'-a' s'-s^ s'-o" 1a'-s" 1s'-6" 560 1'-0" 1'-0~ 1'-0" 1'-0" 2'-0" 6'-0" 10'_0' 1'-0" 3'-6" 6'-0" BEAM DETAILS FASTENING of FLOOR PANELS 3so r-o° 1-0° r-0~ -o~ ,'•0" 1r-o" ,s'-s" IiFV- Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20- sso ,'-0" 1'-0° 1'-0" 1-0- 1'•0" TJI0(+)(2) Rim Board 1Y2" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. ILI BEARING FOR DOOR BEAM TO BEAM BEARING AT Nail Size 110,210, 360 and e'TJ®Ri 1�" TimberStrand®LSL Microllam® Parallamm 9y"or 9Yz'•or 14"or 9Y2"or 14"or 18"or r 14"or 18"or • Leave Y"of web(minimum)at top and bottom of hole. DO NOT cut joist flanges. LU W m De th z� Wz and 230 560 Board TimberStrand®LSL or wider LVL PSL P 14" 11�/•• 11 • Tables are based on uniform load tables In current design literature.BEARING AT WALL Ills" 11/e" 1s" 1s^ 20" 1s" 20" OR WINDOW HEADER CONNECTION CONCRETE WALL g Z � Q•d- cq 7- 8d p/ (0.113"x 2Y"),8d(0.131"x 2%") 4" 3" 6" 4" 3" 3" 3" Filler Block(1) 2x6+Y8' 2x8+3/" 2x6+Y2" 2x8+Y2" 2x12+y' Two Two Two � — — 1'/"TJ®Rim Board or Strap per code if to late 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole maybe located _ P P P P (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 — Z W 10d(0.148"x 3"),12d(0.148"x 3Ya') 3 6" 4" 4" 4" 4" at the center of the joist span provided that no other holes occur in the joist. Q z 1%"TimberStrand® LSL or is not continuous over Cantilever 2x6 2x10 2x6+3/8" 2x10+%" 2x6+y" 2x10+Y2 to i O blocking for lateral support header 16d(0.162"x 3Y") s" s" 4 4 8" s" Not )- O 9 PP 3 Filler long 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable ALLOWABLE HOLES - Headers and Beams a-z W (1)Stagger nails when using 4"on-center spacing and maintain 1 /8'joist and panel edge distance.One row of fasteners is permitted(twoat abutting (Detail E4) long long 4%0"long 6%0"long 4%0"long 6'-0"long 'I ' _ O panel edges)for diaphragms.Fastener spacing for TJI®joists in diaphragm applications cannot be less than shown in table.When fastener spacing for Backer Block 0) ® jL ILI >` �W � ® O p p p 9 spacing 9 9 , 5 „ , " , " , " , „ 1.55E TimberStrand LSL Headers and Beams Strap per code if to blocking is less than s acin shown above,rectangular blocking must be used in lieu of TJI ®joists. 0 (Detail F1 / or/ / or/ / or 1"Net 2x6 2x8 2x12 1Lj (v Q J a< plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least'/='and staggered. or H2 11�K i� � ' m Q 2 x diameter of the (3)With 10d(0.148"x 1'/2")nails,spacing can be reduced to 3"on-center for light gauge steel straps. 1L } �0 over column 1 If necessa increase filler and backer block hei ht for face mount hangers and maintain/a a at to of joist;see detail W.Filler backer largest hole minimum Top mount (4)Can be reduced to 4"on-center If nail penetration into the narrow edge is no more than 1 %"(to avoid splitting). ry' g ge p p g ( ) ^, hanger � ' 3 „ ock dimensions should accomodate required nailing without splitting(12"minimum for backer locks and 24"minimum for fillerblocks). t 1 V �(1 ry O �Q 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 1 /a (to avoid splitting). /depth j� V/ < (� Column Protect untreated ■Recommended nailingis 12"on-center in and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone Z Face mount wood from direct g P g g q g g p hanger recommendations listed above. contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor VI 1 L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing,TJ-9001. O O ■Nailing rows must be offset at least Yz"and staggered. 0 0 0 0 0 literature for framing connectors 1.55 E TimberStrand LSL g ■14 ga,staples may be substituted for 8d(0.113"x 2 Yz'")nails If minimum penetration of 1"into the TJI®joist or rim board is achieved. ®. Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI Joists is 1 B"on-center. cantilever and end bearings by blocking Depth Hole size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to 9Y"9 5 �] a rim board or rim joist. 8" 11Y"-11%" 3%., TJI®joist framing does not j 1a°-1s° a5 Fastener Installation Requirements O Fastener require bridging or mid-span El General Notes See illustration for allowed lhole zone .,,+•+"tt^«r,Y Piece #of • �; r .. ,y.aF blocking • Allowed hole zone suitable for headers and beams with s JVidth Plies Type(" Min.Length #Rows O.C.Spacing Location When fasteners are required on both g f'• f'" uniform and/or concentrated loads anywhere along the member. •••.•*" �•:,""�z}f» 2 sides,stagger fasteners on the second • Round holes only 10d nails 3" 3 • No holes in headers or beams in plank orientation. BEARING AT 12., side so they fall halfway between COLUMN 2 12d 16d nails 3 Y4' 212' One side fasteners on the first side. ti��t ., _ p•dt4,e Screws 3%a"or 3Y2" 2 24" H2 10d nails 3" 3(z, DO NOT bevel cut joist Other Trus Joists Headers and Beams off:.• �I;t � Y, t. " 12" Both sides AlO Rim board joint 12d-16d nails 3 Y4° 2(2' be and inside face of wall. E2 between joists Y Microllam® LVL l•' X' r 1 3 3/ /2' J DO NOTOve�angSeatCuts 1.3E TimberStrand® and Parallam®PSL /" y de th • " e . 3 3 or 31 Both sides on beams beyond the inside LSL hole zone hole zone 2 x diameter of the �'�'"'� ''-;•`•° ""'°° -"• �''^'� Screws 2 24" Load must be applied evenly across 3• p ,,. •. .1 r,,,r1 5" One side entire beam width.Otherwise,use face ofsupport member, largest hole(minimum) +;;fa; t E •".•� Verify column capacity 10d nails(" 3" 3iz, connections for side-loaded beams. DO NOT cut,notch or drill One side holes In headers or beams (� and beam bearing 12" (per ply) L5 12d 16d nails"' 3Ya" 2jz' d except o Indicated In 1f r length.See current 4 0 0 o il/ustrationsandtables. ��L,ii�L��� �(rt 2023 O Weyerhaeuser literature. 5"or 6" Bath sides y Screws 2 24" Multiple pieces can be nailed or bolted together to CS 0 0 0 6%4' One side form a header or beam of the required size,u to a TJI®rim joist ® (a L6 q P ,• •. 5"Or 6" Both sides maximum width of 7" • • Microllam® LVL and Other Trus Joist Beams 1V'TJO Rim Board or 1 a" Parailam®PSL Header or Beam Maximum Round J Screws 2 24" L3 TimberStrand® LSL. allowed hole zone Depth Hole size = t() 3Yz" 2 6 3/a" One side A2 • middle%span 4%" �� Y2°bolts 8" 2 24" - 5Y" 1y44" O 1 d 1.3E TimberStrand® LSL allowed hole zone d (1)10d nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"d i am eter;screws are SDS,SDW,WS,or Truss-LOK-EWPT"". B1 L1 7Ya"-20" 2" N � COLUMND ETAI L:� (2)An additional row of nails is required with depths of 14"or greater. H1 See illustration for Allowed Hole Zone n• � (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 B2 • Allowed hole zone suitable for headers and beams with uniform loads only. • Round holes only BEAM ON • No holes in cantilevers. COLUMN CAP NAILING AT BEARING (FLOOR) L5 TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist B3 �}- • No holes in headers or beams in plank orientation. o (Load bearing wall above) O V 1/e"TJ° Rim Board or Joist may be shifted u to 3"if Use B1 or B2 at ILA 1Ya"TimberStrand® LSL. One 10d(0.128"x 3") y p O g WARNING Ofloor panel edge is supported Intermediate bearin s — �0 — One 8d(0.113"x 2YZ") nail into each flange and span rating is not exceeded. — O k Z nail each side.Drive Do not cut joist flanges. with load bearing or Joists are unstable until braced laterally Z Q IL — nails at an angle at 9 p braced/shear wall Bracing Includes: 1 I 1 7- 0 � O Plumbing Drop g 7^�'1 least 1Yz"from end. End of joists from above • Hangers • Rim Board • Rim Joist , y O V W 0 P 1 at centerline L2 • Blocking • Rim Boa • Strut Lines J Q W L_�/ �--� 3Y2"minimum Also see detail B2 of support O W � (L tu Z COLUMN BASE 1Y4"minimum end bearing intermediate bearing T ./' v I- single-family applications 5%"may be required -�- I- V Z for maximum Shear transfer:Connections equivalent capacity o - I— 0-x to floor panel nailing schedule • ty X — ;:;.;•,, Rim to TJI®Joist o • DO NOT walk on foists DO NOT walk on joists DO NOT stack building 4 � N until braced. that are lying flat. materials on unsheathed _ 1/a TJ©Rim Board, TJI®560 rim joist:Toe o Y g Q — — •;•�.:��'.:;.,••• Additional joist is required if p 1Y4"TimberStrand® LSL or nail with 10d(0.128"x 3") o INJURY MAY RESULT. joists.Stack only over floor panel edge is unsupported L4 V W W TJI1T 110 rim joist: nails,one each side of O .• : WARNING NOTES: beams or walls. X 1- 1 or if span rating is exceeded. Exterior Deck -V IL P2 One 10d(0.131"x 3")nail TJI®joist flange TJM560 ••• o LA DO NOT use sawn Lack of proper bracing during construction can result in serious - O • Attachment p p g g W Structural accidents.Observe the following guidelines: into each flange floor joist ' ,:•..;•,:'• ;;• , lumber for rim O z � p(• TJI®210,230,and 360 rim •' °4 . o board or blocking, ®. . u H 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. 1L 43 ELEVATED joist: o 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 dl COLUMN BASE �- One 16d(0.135"x 3%")nail •Subfloor adhesive will improve floor performance,but o after installation, accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. N 1 Y4"minimum bearing into each flange may not be required. o Use Only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each F- m Top may O joist.Without this bracing,buckling sideways Locate rim board joint between joists. Safety bracing(1x4 engineered lumber. 1 g, c ing s d ways or rollover is highly probable under light construction Toads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood o minimum)at Von-center(6' worker or one layer of unnailed sheathing. J BEAM ATTACHMENT at BEARING vertical loads(details B1 and 62). 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®joist before additional loads can be placed on the system. ®' , o H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. of a TJI Joist(with web stiffeners)is not a substitute concrete 1/2"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. :.:::.�,• 1Y8"TJ®Rim Board or 1Y" for squash blocks or blocking panels. approximately Fasten at each joist with ® 12"on-center Warning:Drilling, DATE: MARCH 2O25 ".i;�;,;�( '•,':•�.•'• TimberStrand LSL. two 8d(0.113"x 2/")nails minimum g: g,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this �'"'2"` •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) y.com/inform. Optional plumbing or HVAC, P3 non-shrink flush with inside face Drive nails at an See framing plan(if applicable)or of wall or beam 1-JOIST DETAILS grout 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. 1�"minimum from end end and intermediate bearing lengths. February 20144 ReorderTJ-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 TrusJoist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A —