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Home My WebLink About45643-Z o�SAF�k�QGy Town of Southold 3/3/2022 4; P.O.Box 1179 coco T? 53095 Main Rd : vy o� Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42876 Date: 3/3/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 2135 Willow Dr,East Marion SCTM#: 473889 Sec/Block/Lot: 22.-5-1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 12/14/2020 pursuant to which Building Permit No. 45643 dated 1/5/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single family dwelling with unfinished basement, covered front porch, rear outdoor shower,rear masonry stoop and attached .arage as applied for. The certificate is issued to Maliarakis, Stamatios of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-1592 1/11/2022 ELECTRICAL CERTIFICATE NO. 45643 9/23/2021 PLUMBERS CERTIFICATION DATED 11/10/2021 0 C arles Sander A WX th ri ignature TOWN OF SOUTHOLD ay BUILDING DEPARTMENT y z TOWN CLERK'S OFFICE Wo . � 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#: 45643 Date: 1/5/2021 Permission is hereby granted to: Maliarakis, Stamatios 7 Marwood Rd N Port Washington, NY 11050 To: construct a new single family dwelling as applied for per SCHD approval. At premises located at: 2135 Willow Dr, East Marion SCTM #473889 Sec/Block/Lot# 22.-5-1 Pursuant to application dated 12/14/2020 and approved by the Building Inspector. To expire on 7/7/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,950.40 CO-NEW DWELLING $50.00 Total• $2,000.40 Building Inspector SOU�g®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 • aQ sean.devlin(-town-Southold.ny.us Southold,NY 11971-0959 c®U01 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Modern Age Builders Corp Address: 2135 Willow Dr city:East Marion st: NY zip: 11939 Building Permit#: 45643 Section: 22 Block: 5 Lot: 1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Puccio Electric License No: 4806ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 63 Ceiling Fixtures 21 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 7 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt 2 Recessed Fixtures 43 CO2 Detectors Sub Panel A/C Blower 1 Range Recpt ' Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 45 4'LED Exit Fixtures 11 Pump Other Equipment: HOod,Dual Fuel Oven, DW, Fridge, Micro, W/D, ERV, 200A Panel 40 Circuit/28 Use Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: September 23, 2021 S.Devlin-Cert Electrical Compliance Form Town Hall Annex .'Telephone(631)765-1802 54375 Main Road Fax(631)765:9502: P.O..Box 1179 Southold,NY 1197.1-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD C-E`R T:IT I CAT 10:.N Date: :. ..,:.:�,. • _�- .Building:Permit No: 4 5 T 3 �� 44 Owner: Y-ry 'e �, �I� l.0re (Please nt) .(Please.print). Ivertify that the solder used in the water supply system contains Iess than 2/10 of it/)o ( Iu lgriaturej:: . .. . Sworn to before.=tli s da of oF�srq�, Notary Public, c 7�i' ��--County ;�', ' i o�aOF SOGI�o # # TOWN OFSOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ UNDATION 1ST hep [ ] ROUGH PLBG. FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ f FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: , L) DATE INSPECTOR - pf SOUIy� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ `] -INSULATION/CAULKING ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY, INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ov ni "A/-6 kiAs, -a �;�v �h t�vao 4v DATE INSPECTOR pF SO(/Tyo� (Sr/ 1 l r # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1-802 _ A NSPECTION . [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]" FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: �3 d DATE ��"' fi � INSPECTOR 7— ��pf 50UTyo # # TOWN OF SOUTHOLD BUILDING DEPT. �`yrou►nr ' 765-1802 INSPEC ION [ . ] FOUNDATION 1ST [ ROUGH PL13G. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING [ FRAMING/STRAPPING2.+ [ ] FINAL [ ] 'FIREPLACE & CHIMNEY h .[ ] FIRE SAFETY INSPECTION [ ] . FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [' ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: CA- �k �L uv� V (o DATE � INSPECTOR . OF sobtyOl lG ( # TOWN OF SOUTHOLD. BUILDING DEPT. cou765-1802 INSPECTION . [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ , } FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 � DATEL Z, INSPECTOR 4(00 SOF SOUjy TOWN OF SOUTHOLD BUILDING DEPT. couHn a 765-1802 INSPECT O:N [ ] FOUNDATION 1ST [ ] OUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIO TION [ ] PRE C/O R ARKS: VV - y DATE INSPECTOR laf so TOWN OF SOUTHOLD BUIL1 4G DEPT: 765-1802 1,NSPECTION [ ] FOUNDATION 1 ST ' [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY _ [ ] :FIRE SAFETY-INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL.(ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS:., � �d DATE INSPECTOR *�Of SOUTyO� 3 y TOWN-OF SOUTHOLUI DING IDEPT. `yco 765-1802 -INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ J INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION "[ ] FIRE RESISTANT CONSTRUCTION [ ] 'FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION rl PRE C/O REMARKS: DATE INSPECTOR OE SOUIyo� � �L4 _ `� eI # 'x' TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] .FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ]` FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: W DATE `� INSPECTOR �aoE souryO — # -TOWN OF SO'UTHOLD BUILDING DEPT. °�ycou765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH-PLBG. [ ] FOUNDATION 2ND [ NSULATION/CAULKING [ ] FRAMING /STRAPPING ] FINAL AID [ ] FIREPLACE &-CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS_: f'llIZ 70 ' ok, AC "Al ILmeke_oO S av Irk low' DATE INSPECTOR F CERTIFICATE OF INSULATION For the following home: 6 GJl L.Lo_tJ I) _ STREET ADDRESS GiTY STATE 21P R•YALUE THICKNESS Attic: .r v>raits � '/ Ll Basement Othert. .�` ;j The undersigned certifies'that'Knauf lbstilationproducts:have been installed.Jri accordance with the manufacturers recommended.. applications for these=products. it INSTALLING COMPANY STATE LICENSE 7 Z—Z1 :�7 STREET ADDRESS CITY 5 TE 21P SIGNATURE DATE KNAUF INSULATION, INC. One Knauf Drive Shelbyville,IN 46176 Technical Support (317)398-4434 ext.8727 01-20 0 2020 Knauf Insulation.Inc. DATA SHEET Basement Wall Insulation With ECOSE0 Technology fog ria_,:Toxin WE div_ry DESCRIPTION Basement Wall Insulation is a fiberglass blanket laminated to a perforated facing that can be left exposed. Wis also available JCS j' LCD '�1 a l Jyl �dZ/ g unlaced for non-exposed areas such as crawl spaces. It gives you the flexibility:to apply the insulation horizontally or vertically; which allows for either half-wall or full-wall. Perforated facing is,recommended for the majority of basement Lyall applications. o The perforations in the facing allow moisture to pass through the material,reducing the possibility of condensation and ensuring proper thermal performance. APPLICATION • New construction or for retrofit in existing homes ,« SPECIFICATION COMPLIANCE • ASTM C666 r Type II,Class A, Category I I ! ._ • IECC Code for a continuous R-value with a-Class A Fire '` rating with no further modification INDOOR AIR QUALITY EUCEB.Certified JR r t ^ 12 �' w 3.5"X fib$°X 60' PSK Perforated(While) , 3.5"X 88' wn r & IONdib x� � tt _ — t T� sGx,. s�.<r€, ✓_.,„« a .+s3z 'st x. ."KTi.,r�^„� ..a&..-,r,..; ...- .� _., ,...c�,,. ..u....«.;Dc.,..:.......,. �s .a« Corrosiveness ASTM C665 Does not accelerate corrosion of steel Thermal Value ASTM C518 B-11 Combustibility ASTM E136 Non-combustible(insulation only) Surface Burning Charactenstics ASTM E84' 25150 (flame spread/smoke developed) ,The ASTM E84 standard is usiid sok ly to measure and drscnbe propertsee of materials and products In response to he,-.;anal!lame under controlled lahoratory conditions.This rumerrcal name spread is not;,:tended to r8ltoct hazards presented by Ihra or any other mater:at under actual fire conddlorts. Leeds Expediting ® E C� E � V 134 Sequoia Drive Coram,New York 11727 FEB 0.2 2Q92 631-879-2684 BUILDING DEPT. jenniferLeeds0255@gmail.com Towle OFSOUTHOLD January 30, 2022 Mr. Mike Verity Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: 2135 Willow Drive, East Marion SCTM# 1000-22-5-1 Permit's: BP45643 and BP456644 Dear Mike: Enclosed herein you will find all required pictures, surveys and documents for your Certificate of Occupancy/Compliance review. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, ifer Leed r Home Energy Rating Certificate Property HERS New Home 1000-22-5-1 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro Modern Age Home Builders, LLC Rating Date: 2021-11-16 Rating Number: 2020_070 2135 Willow Drive Registry ID: 075478392 East Marion, NY 11939 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Efficient Home Comparison: 4796 Better Heating 31.5 $1005 29% General information Cooling 2.1 $125 46 Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 16.0 $371 11% Conditioned Volume 37200 cubic ft. Foundation Conditioned basement Lights/Appliances 29.9 $1815 52% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 46 Mechanical Systems Features Total 79.5 $3467 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.68 EF, 48.0 Gal. Criteria Cooling: Air conditioner, Electric, 15.1 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 10.00 CFM25 ECCC New York State 2020 Ventilation System Balanced: ERV, 112 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Lp q Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0 Un er Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.230, SHGC: 0.300 Above Grade Walls R-20.0 Infiltration Rate Htg: 1207 Clg: 1207 CFM50 Foundation Walls R-11.0 Method Blower door 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 (%) 80.4 Clothes Dryer Fuel Electric 631-878-7808 Refrigerator (kWh/yr) 570 Clothes Dryer CEF 2.62 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: 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, Colo ado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 2135 Willow Drive, East Marion, NY 11939 Building(envelope, nsulation Ceiling R-39.0. Above Grade Walls R-20.0 Foundation Walls R-11.0 Exposed Floor NA Slab R-0.0 Edge, R-0.0 Under Infiltration Htg: 1207 Clg: 1207 CFM50 Duct R-4.2 Total Duct Leakage 40.00 CFM 25 Pascals Window:Data U'-actor> ,. SWGC Window 0.230 0.300 -7�7 Mechamcal'Equip'ment HEAT: Fuel-fired air distribution, Propane, 96.1 AFUE. COOL: Air conditioner, Electric, 15.1 SEER. DHW: Conventional, Propane, 0.68 EF, 48.0 Gal. HERS lntlex 53 <r .Builder or Deign'Professional Signature REM/Rate Residential Energy Analysis and Rating Software v16.0.4 NPA 5WO ■ Long Island Power Authority 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes Certified Home Address: 2135 Willow Drive City: East Marion Builder Name: Modern Age Home Builders, LLC Builder Tracking# Combustion Appliance Zone(CAZ)# of 1 Location of this CAZ: Basement/Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: November 16, 2021 Outdoors Temp During Test: 44 of CAZDepressurization NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.5 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.5 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_ Tvpe: Furnace ✓ Boiler_Heat Pump_Other 1 s Ventine Tvpe 3. Dra S to llaee ,.' ills e F CO Co E tcien` Fuel Tvpe Circle T e ascal orst Case)' _ (Natural,. orst Case atural Ratins; N_P v O_E_ N V_M_S v Pa. Pass ✓ Fail_ Pass,, Fail_ - PPM - PPM Yes ✓ Tom: Standard Tank ✓ Indirect Tankless Size: 50 Style Common Vent❑ Water-Heater,,, Primary. No _ Instantaneous Commercial (See Note s below) (Gallons) 4 Stand Alone 91 s i Vet:tin_e Tvve 3 Drat Sin Ilaee Spillage(Natu, CO CO` E tcien Fuel Tvne - (Circle Type) (Pascal) (Worse Case) (Worse Case) - (Natural), ` EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 5 PPM 5 PPM Elven - Oven is Electric or No Oven Exists Oven Range Hood Vented to Outside Yes ✓ No Oven CO - PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 'Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. 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: November 16, 2021 lh brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 Commercial Building Insulation e kNAU with ECOSE11 Technology 2135 Willow Dr, East Marion fff eKer'r K Submittal Wate 580 Stars Rd, East Marion y { )' R 1/alu�lR$I z4 Tf' z s" kPlcatlQll `t ,,u 4 wPio�u_ctand Descdkillp3too4'�(�' ._ r Ie1`Unlaced Thermal end Acoustical:.:_ - - Glasswool insulation designed to be friction ft ❑R-8 RSI 1.4 2%` 64 mm balween metal framing members.Specifier permitted p R-11 RSI-1.9 3'h" 89 mm choice of warm side vapor retarders,including foil p R-13 RSI-2.3 3'h" a9 mm backed gypsum board or polyethylene film. Unlaced glasswool Insulation is also.an excellent ❑R-19 RSI-3.3 6'b" 159 mm sound conlyd Insulation,designed for installation in p R-25 RS14.A 8" 203 mm partition walls and as a lay-tri over acausticat ceiling p R-26 R914.6 9" 229 mm panels. [I R-30 RSI-5.3 10" 254 mm When lasted in accordance with ASTM E 84,material has Fire Hazard Classification of 25150 or less, ❑R-38 RSI•fi.7 319 mm Specification Compliance +ASTM C 655;Type 1,Class A • HH-1-521F;Type[Xlass •ASTh1 E 136 pKiatt Faced Th®rtnai:and Ae4ut[cat Glasswool Insulation with kraft paper with flanges, ❑R-11 1181.1.9 3'/; 89 mm Kraft vapor retarder has vapor transmission p R-13 R8I.2.3 3%" 89 mm (permeance)rating of 1.0 or less, ❑R-19 R8I-3.3 6'/," 159 mm Kraft faced glasswool insulation is also an excellent sound.contrd insulation,designed for installation in ❑R-26 RSI-4.4 8' 203.mm partition walls and as a la&over acoustical celing ❑R-26 RSIA& 9" 229 mm panels, 11 R-30 11865.3 10" 254 mm KratFfacing will bum and should not be left exposed. R 38 11866.7 1Z" 3i1 mm Install kraft facing in contact with approved finfsti 13 material. Specification Compliance •ASTM C 665;Type-fl,Class C • HH-1-521 F;Type 11,Class C Glasswool Insulation with a flanged reinforced foil! -11 RSI-1,9 3'h" 89 mm sed kraft tacin with an average vapor transmission p R713 RSI-23 3W 89 mm (parmeanca rat ng of.04. ❑R-19 RSI-3.3 6'r'+ 159 mm When tested in accordance with ASTM E 84,material has FirHaiard •f�of 25150 or lass._ ❑R'-30 RSl•5.3 10" 254 mm Specification Compliance Cl R-38 RSI-6.7 12" 311 mm •ASTM C 665;Type III,Class A • HH-1.521F;Type III,Class `❑Poll Faced- Glasswool roll insulation with asphalt-coated kraft/ ❑R-11 RSI-1.9 fol facing with flanges,Foil vapor retarder has vapor ❑R-13 .1181.2.3 3'r4` 89 mm transmission(permeance)rating-of.05 or less. , Insulation should not be left exposed:Install fail rac- ing in contact with approved finish material. 11 R-30 RSI-5.3 10` 254 mm Specification Compliance Q R-3a RSI-6.7 12" 311 mm •ASTM C 665;Type III,Class B HH-1-521F;Type III,.Class 8 DEKLARACJA WLASCIWOSCI UZYTKOWYCH Nr deklaracji/Declaration no. DECLARATION OF PERFORMANCE 115-12-RM-2020 UniGlass Polska Sp.z o.o. UHLLOIass ul.Mala Kraska 11A 18-400 Lom2a POLSKA tel.+48 86 218 23 32,fax:+48 86 212 53 06 Nr partii/budowa wyrobu/Batch no./Construction of the product F4(ESG)-16A.TCZ-T4(ESG) Zastosowanie/Purpose Szyba przeznaczona do budynk6w oraz pozostalych budowli Glass unit,intended for buildings and other structures Producent/Producer UniGlass Polska Sp.z o.o. 18-400 Lom2a,ul.Mala Kraska l IA Upowa2niony przedstawiciel/Authorized representative System oceny i weryfikacji stalogci wla§ciwo§ci uzytkowych 3 The system of assessment and verification of constancy of performance Norma zharmonizowana produktu/The harmonized standard product PN-EN 1279-5+A2 Nazwa i nr jednostki ds.oceny technicznej IKATES—Institute Of Architecture 1394 Name and number of the technical assessment ISCiMB 01487 Deklarowane wla§ciwogci u2ytkowe/Declared performance Zasadnicze charakterystyki Wlakiwogci u2ytkowe Zharmonizowana specyfikacja techniczna/ The essential characteristics Properties - Harmonized technical specification Odporno§6 na ogien NPD EN 13501-2 Resistance on fire Reakcjanaogien NPD EN 13501-1 Reaction to fire Reakcja w przypadku dzialania ognia z zewn4trz NPD _ Behaviour of external fire Odporno§6 na uderzenie pociskiem NPD EN 1063 Bullet resistance Odporno§6 na sil@ eksplozji NPD EN 13541 Resistance to explosion Odporno96 na atak rgczny,wlamanie NPD EN 356 Resistance to burglary Odpornok na uderzenie wahadlem 1(C)2+l(C)2 EN 12600 Resistance to pendulum body impact Wytrzymalok na zmiany i r&nice temperatur 200+200 EN 572-9 Resistance to sudden temperature change and temperature differentials Odpomo96 na wiatr,gnieg oraz obciVenie trwale i przylo2one 4-+4 EN 572-9 Resistance to wind,snow,permanent or imposed load Izolacyjno§6 akustyczna Rw(C;Ctr)(szacowana)-dB NPD EN 10140-3 Direct airborne sound reduction(estimated)-Rw dB Wla§ciwo§ci termiczne-przenikalno§6 ciepina 1.1 W/mZK EN 673 Thermal properties-Thermal transmittance factor Transmisja i odbicie gwiatla/Transmission and reflection of light 0.82/0.12 EN 410 Transmisja i odbicie energii/Energy transmission and reflection 0.56/0.26 EN 410 Wsp6lczynniki gwietlne i sloneczne:g-Calkowita przepuszczalnog6 energii slonecznej 0.64 EN 410 Light properties of radiation:g-Value W18ciwogci u2ytkowe wyrobu okre§lone sq zgodnie z wlakiwogciami u2ytkowymi deklarowanymi. Niniejsza deklaracja wla§ciwogci u2ytkowych wydana zostaje na wyl4czn4 odpowiedzialnogd producenta. W imieniu producenta podpisal(-a): Tempered Glass data sheet. Lom2a 18.12.2020 2135 Willow Dr, East Marion '01M L '? 2nd floor master bath ui.%.Wa K.ra�ka I I A, 19,400 Loni.r tea.o86/218 23 32.,aa:;036/212 53 0 r i 1N Pt:i 181842107,R-20000`65 Y56 D1YI Windows&,Doors 180 G�a�t Necic Rd> Copiague.:NY 11726 PW631-84. 1111YNI IPOW!i RE 2135 Willow Ave.. East Manorr;.NY T6'Who:ft,i It May:Concern, As`the reprensftve.of'tne DMUUmtlaws we'are certiy_ing thaf the fixed window unit showri below has; Meeh fabricated with,tompe}ed'glass:, Offer SC40C,021/02876 Date 21/01/25 Pro�ecf BU'oOwski.•Feter SCHUGO CT 70JCL4SSTC/inside WHITE, outside SCh1WA12ZGRAU RAL:7021; :Unit No 5 F1xed;Frame ' ;Dmepsions 47'"x 4Z5" Quantity'=1 UBILA:: (ZE�TEO PE�— 120.fi =System CL ASSJ;G SCHUCO CT7000OP 12$,Schwarzgrau.RAL 70..21 puts dolass; d;OUBLE GL,AZETEMPERFQ - -Wass'-Sl Stra'igh. :}ntetior°View l6a8kets Standard Frarpe Window: Thank-you, Arius Mroczkowski President LONG ® PSEG ISLAND CY. DIST. RT. FOLIO 1:'] . RATE CODE APPLICATION&CONTRACT ❑ ELECTRIC APPLICANTSLAST FIRST MIDDLE P FULL NAME MODERN AGE BUILDERS CORP SERVICE NUMBER STREET APT.NO. VILLAGENy ZIP R ADDRESS 2135 WILLOW DR _ EAST MARION 11939 NEAREST CFJOSS PREMISES STARTING TELEPHONE O HOME 0 OTHER N I STREET OCCUPIED AS ON DATE�to -7 O RENT MAILING ADDRESS EMAIL N (IF OTHER THAN ABOVE) 3080 ROUTE 112 SUITE C,MEDFORD,NY 11763 IPETER@MODERAGEHOMEBUILDING.COM FORMER ADDRESS NUMBER OF FORMER ACCOUNT 0 YEARS HERE T EMPLOYED ADDRESS OCCUPATION TELEPHONE NUMBER OF BY 831-569.4513 YEARS HERE THE APPLICANT AGREES THAT HE OR SHE WILL PAY THE APPLICABLE RATES AND CHARGES FOR THE ELECTRIC SERVICE HEREIN REQUESTED AND TO BE BOUND BY AND COMPLY WITH THE RULES AND REGULATIONS OFTHE COMPANY APPLICABLE THERM.FSWLaw hhadLLCfndAEoponOV wDsdkwhmbeanAVORadaJOWbydmLav hbndPow AuMo*lopv"the darMAWmaug mWvdWmadomwmry offsa/ac&kuftvmnL WIC SIG RE OFAPPLICANT/AGENT DATE AGENT—ALSO PR/NTYOUR NAME ON LINE DATE ❑ON ❑RATE CHANGE ❑JOB NO. AMOUNT RECEIPT NO. PAD AACCEPCOMPANY DATE PSEG LONG ISLAND CERTIFICATE OF COMPLIANCE New Electric Service to: ❑Existing Residential Construction -or- A'Kew Residential Construction Expansion of Electric for Purpose of: 13 Providing Electric Heat -or- O New Building Addition The undersigned certifies that the: A61 or 2 Family Residence -or- ❑ Multi-Family Residence -or- ❑Mobile Home ❑Existing dwelling -or- ❑Addition to existing dwelling described above is or will be in compliance with the"Minimum Insulation Standards for Residential Construction of Buildings" issued by the New York State Public Service Commission and adopted by PSEG Long Island,not later than 30 days after time of occupancy or 30 days after completion of expansion of existing electric service for the purpose of providing electric heat. It is understood that electric service will not be connected or will be disconnected(as Is the current practice)if upon inspection the structure is found not to be in compliance with the conditions set forth. The undersigned certifies that a properly executed copy of this certificate will be delivered to the owner prior to closing in the case of new construction,or,on completion of the new building addition,or,in the case of expansion of existing electric service for the purpose of providing electric heat,on completion of the electric work;and agrees that any successor in title shall be deemed a beneficiary of the undertakings described in this certificate. DATED SIGNA—TItE OF RUILDEA OR CONTRACTOR FC11311 ana i RENURat%- Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-22-5-1 Projected Rating: Based on Plans - Field Confirmation Required. Report Date 2020-12-04 Data Filename 2020_070 2135 Willow Drive.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 52 Construction Site Owner/Agent Designer/Contractor HERS Rater 2135 Willow Drive Maliarakis Modern Age Home Builders, LLC DAmaro Engineering East Marion, NY 11939 2135 Willow Drive 755 Waverly Avenue, Suite 218 Jerry DAmaro East Marion, NY 11939 Holtsviiie, NY 11742 Certification#2614397 631-569-4513 631-878-7808 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 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) 4923 Maximum UA 373 Your Home Energy Cost($/yr) 4495 Your Home UA 363 Better Than Code (Perf) 9.5% Better Than Code (UA) 2.7% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 0.0 43 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 2185 15.0 5.0 122 AG Wall 2: R15,FG1,4-16 260 15.0 0.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 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. ti REM/Rate - Residential Energy Analysis and Rating Software v16.0.4 New York l Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 1: Cond- ambient 132 13.0 5.0 0 Joist 2: Cond - garage 23 13.0 0.0 0 Joist 3: Cond - ambient 113 13.0 5.0 0 Joist 4: Cond - attic 23 13.0 0.0 0 Window 1: U:0.28, SHGC 0.31 DR 40 0.280 11 Window 2: U:0.30, SHGC:0.31 210 0.300 63 Window 3: U:0.28, SHGC 0.32PIC 32 0.280 9 Window 4: U:0.28, SHGC:0.25 15 0.280 4 Door 1: Fiberglass U-0.28 JD 34 0.280 0 Door 2: Fiberglass U-0.17 JD 20 0.170 0 Basement Walls Wall 1: R-11 Paramount 989 0.0 11.0 58 Wall 2: R-11 Paramount 177 0.0 11.0 10 Window 5: U:0.30, SHGC:0.30 21 0.300 6 Door 3 22 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 64.0 kBtuh, 96.1 AFUE. Water Heating: Conventional, Prop, 0.72 EF. Cooling: Air conditioner, 34.8 kBtuh, 15.1 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name-Title Signature Date Rater I, Jerry D'Amaro of DAmaro Engineering, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with 'I�O a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. 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 2 of 3 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Complian Certi ate I Z Name-Title Signatu a Date REWRate-ResidentialEnergy 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 3 of 3 building Summary Property Organization HERS Maliarakis DAmaro Engineering Projected Rating 2135 Willow Drive 631-878-7808 2020-12-04 East Marion, NY 11939 Jerry DAmaro` Rating No:2020_070 . RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders,'LLC •- 2020_070 2135 Willow Drive.P.CC.blg Property/Bui der Information Building Name New Home 1000-22-5-1 Owners Name Maliarakis Property Address 2135 Willow Drive City, St, Zip East Marion, NY 11939 Phone Number Builder's Name Modern Age Home Builders, LLC Phone Number 631-569-4513 Email Address Plan/Model Name f Vanderbilt 2-L-F Deluxe Community/Development Local subdivision Identifier/Other 412-ad >=0rgarnzation information � 3 Organization Name .DAmaro Engineering Address 20 Mariposa Lane City,.St, Zip Manorville, NY 11949 Phone Number, 631-878-7808 Website www.damaroengineenng.com Rating/RESNET Information Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Rater's Name Jerry DAmaro RatersID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2020-12-04 Rating Type Projected Rating Reason for Rating New Home Rating Number 2020_070 Rating Permit Date 12/15/2020 REM/Rate Residential Energy Analysis and Ratirig,Software v16.0.4 This information does not constitute any warranty of energy costs or savings: ©1985-2020 NORESCO, Boulder, Colorado. t Building Property Organization HERS Maliarakis DAmaro Engineering, . Projected Rating y . 2135 Willow Drive 631-878-7808 2020-12-04, East Marion, NY 11939 Jerry DAmaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC 202Q.070 2135 Willow Drive.P.CC.blg General,Building Information �� Area of Conditioned. Space(sq ft) 3643 Volume of Conditioned. Space 37200 Year Built 2020 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 Wall Information 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 132.30 7.80 6.30 1.50 0.058 0.086 to garage R-11 Paramount Cond->ga.age/gmd 22.70 7.80 6.30 1.50 0.059 0.086 *Uo Value Combo combines wall, airfilm, and soil path Foundation Wall-Library List j 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- ResidentiaLEnergy 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 13 Building Surn ar Property Organization HERS Maliarakis DAmaro Engineering Projected Rating 2135 Willow Drive 631-878-7808 2020-12-04 East Marion, NY 11939 Jerry D'Amaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC 2020_070 2135 Willow Drive.P.CC.blg Foundation Wall Library List Ins top 0.00 ft from top of wall Iris bottom 0.00 ft below grade Note JD, Blanket Wall Slab Floor Information Name Library Entry Area(sq ft) Depth Below Full Exposed.. . On-Grade Grade(ft) Perimeter(ft) Perimeter(ft) Perimeter(ft) main R-0 Paramount 1226 6.30 155 155 0 'Stab 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 Rim and Band Joist Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade FF to outside Cond -> 132.30 5.0 13.0 2.0 16:0' 1 0.056 ambient FF to garage Cond > garage 22.70 -0.0 13.0 2.0 16.0 1 0.078 2F to outside Cond > 113.30 5.0 13.0 2.0 16.0 1 0.056 ambient 2F to attic Cond > attic 22.70 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 2185.00 0.056 to garage/attic R15,FG1,4-16 Cond ->-garage Medium .260.00 0.079 REM/Rate-Residential Energy Analysis.and Rating Software x16.0.-4, This information does-not constitute any warranty of energy costs or.savings. 01985-2020 NORESCO,Boulder, Colorado. Page 3 of 13 7 Hding . Property Organization HERS Maliarakis DAmaro Engineering Projected Rating. 2135 Willow Drive 631-878-7808 2020-12-04 East Marion, NY 11939 Jerry DAmaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC . 2020_070 2135 Willow Drive.P.CC.blg Name Library Entry Location Exterior Color Area(sq ft) Uo Value attic gables R-18 SPF+Rigid Sealed Attic-> ambient Medium 312.00 0.058 Above-Grade Wall Library List 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 2 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note JD,Batt+Rigid Foam Above-Grade Wall: R15,FG1,4-16 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 REM/Rate.-Residential Energy Analysis and Rating Software 06.0.4 This information does not constitute any warranty of energy costs,or savings. 0.1985-2020 NORESCO, Boulder.., Colorado. Page 4 of 13 Building Summary Property Organization HERS Maliarakis DAmaro Engineering Projected Rating 2135 Willow Drive 631-878-7808 ' 2020-12-04 East Marion, NY 11939 Jerry DAmaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC 2020_070 2135 Willow Drive.P.CC.big Above-Grade Wall Library List Frame Cavity Insulation Thickness(in) 2.0 Frame Cavity Insulation Grade 1 Stud Size (w x d', in) 1 5 x 3:5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.0 Note JD,2"closed-cell SPF+R-5 Rigid Foam Window Information '1 Overhang Interior Adjacent' Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sgft) (ft) (ft) (ft) Shading Shading Shading Shading, D1 AGWall1 North 0.280 0.310 40.00 1.0 11.0 18.0 0.85 0.70 None None' W2 AGWall1 North 0.300 0.310 . 45.00 1.0 11.0 16.0 0.85 0.70 None None W3 AGWall1 North 0.280 0.320 16.00 1.0 1.5 5.5 0.85 0.70 None None W5 AGWall1 South 0.300 0.310 60.00' 5.0 0.5 5.5 0.85 0.70 None None. W7 AGWall 1 North 0.280 0.320 16.00 ' 1.0 1.5 5.5 0.85 0.70 None None W8 AGWall1 North 0.280 0.250 6.00. 1.0 1.5 3.5 0.85 0.70 None None W9 AGWall1 North 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W10 AGWall1 North 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W11 AGWall 1 West 0.280 '0.250 9.00 0.5 4.0 5.5 0.85 0.70 None None W12 AGWall1 West 0.300 0.310 15.00 0.5 8.0 13.0 0.85 0.70 None None W14 AGWall1 South 0.300 0.310 60.00 0.3 1.5 6.5 0.85 0.70 None None W16 FndWall1 North 0.300 0.300 7.00 1.0 9.5 12.0 0.85 0.70 None None W17 FndWall1 North 0.300 0.300 7.00 1.0 19.5 22.0 0.85 0.70 None None W18 FndWall1 West 0.300 0.300 7.00 0.5 21.0 22.0 0.85 0.70 None None Door Information Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area front Fiberglass U-0.28 JD AGWall 1 34.0 0.222 3.6 No to garage Fiberglass U-0.17 JD AGWaII 2 20.0 0.147 5.9 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No REM/Rate-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 5 of 13 Building Property Organization HERS Maliarakis DAmaro Engineering Projected Rating 2135 Willow Drive 631-878-7808 . 2020-12-04, East Marion, NY 11939 Jerry DAmaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC 2020_070 2135 Willow Drive.P.CC.blg Roof Information Name Library Ceiling _ Roof Exterior Radiant Type Uo,Value. Cement orRoof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1226.00 1349.00 Medium No Sealed 0.035 No No Attic �,,Roof Library TList � Ceiling: R-39 SPF SA Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 39.0 Cavity Insulation Thickness(in) 6.0 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500., Insulated Framing Size(w x h, in) 1.5.x 7.3 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note JTD ' REM/Rate.-.Residential Energy Analysis and Rating Software x16..0.4 This information does not constitute any warranty of energy costs or savings. 0,19.85-2020 NORESCO, Boulder, Colorado. Page 6 of 13 Buil ing Summary Property Organization HERS Maliarakis DAmaro EngineeringProjected_Rating, 2135 Willow Drive 631-878-7808 2020-12-04' - . . East Marion, NY 11939 Jerry D'Amaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC 2020_070 2135 Willow Drive.F.CC.blg s`Nlechamcal Equipment Number of Mechanical Systems 3 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,64k,96%JD SystemType Fuel-fired air distributiony Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH070XE36B Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW: Prop,ST,�50g,72% _ :° _ �: •.,, Water Heater Type Conventional Fuel Type Propane Energy Factor 0.72 Recovery Efficiency 0.81 Water Tank Size (gallons) 50 Extra Tank Insulation (R-Value) 0.0 Note JTD, AO Smith GPVT-50 201, AHRI 5497175 Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 100 JD,15.1 SEER..34, f Cool: 8K . 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 13 Building Summary Property Organization HERS Maliarakis DAmaro Engineering Projected Rating , 2135 Willow Drive 631-878-7808• 2020-12-04 East Marion, NY 11939 Jerry DAmaro Rating No:2020_070 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders,.LLC. ; 2020_070 2135 Willow Drive.P.CC.blg AMechanica! Equipment System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 34.8 Seasonal Equipment Efficiency 15.1 SEER Sensible Heat Fraction (SHF) 0.70 Note AHRI 203374690 Number Of Units 1 Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW Efficiencies All bath faucets Et showers<=2gpm false All DHW pipes fully insulated — R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 40 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 55.03 peRatio 0.70 dishwasherGpd 2.44 clothesWasherHotWaterGPD 4.48 EDeff 0.96 ewaste 24.85 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate e 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 13 Bu- ilding Summ Property Organization HERS Maliarakis DAmaro Engineering Projected Rating 2135 Willow Drive 631-878-7808 2020-12-04 East Marion, NY 11939 Jerry DAmaro Rating No:2020_070, RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC- 2020_070 2135 Willow Drive.P.CC.blg [,DuctSystems Name main Conditioned Floor Area(sq ft) 3643.0 a #of Returns 2 Heating System Prop Furn,64k;96%JD Cooling System JD,15.1SEER,34.8K Supply Duct Surface Area(sq ft) 737.7 Return Duct Surface Area(sq ft) 273.2 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 4.2 Return Conditioned space 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 ft Return 10.00 CFM @ 25 Pascals 40.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis-,andt 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 13 building Property Organization HERS Maliarakis DAmaro Engineering Projected Rating . . 2135 Willow Drive 631-878-7808 2020-12-04 East Marion, NY 11939 Jerry DAmaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC 2020_070 2135 Willow Drive.P.CC.blg I refiltration and Mechanical Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Balanced Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 115 Adjusted Sensible Recovery Efficiency(%) 85.00 Adjusted Total Recovery Efficiency(%) 48.00 Hours per Day 24.0 Fan Power(watts) 96.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REM/Rate-Residential Energy Analysis;and-Stating Software v16.0.4 This information does not constitute any warranty of energy costs orf savings. O 1985-2020 NORESCO, Boulder; Colorado. Page 10 of 13 Bui din Property Organization HERS Maliarakis DAmaro Engineering ' Projected.Rating 2135 Willow Drive 631-878-7808 - 2020-12-04 East Marion, NY 11939 Jerry DAmaro' Rating No:2020�,_070- RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders,LLC 2020_070 2135 Willow Drive.P.CC.blg Lights and Appliances 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 No 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. ©.1985-2020-NORESCO, Boulder; Colorado. Page 11 of 13 Building r Property Organization HERS Maliarakis DAmaro Engineering' Projected Rating 2135 Willow Drive 631-878-7808 2020-12-04- East Marion, NY 11939 Jerry D'Amaro Rating No:2020_07,0 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders,'-LLC 2020 070 2135 Willow Drive.P.CC.blg 'Mandatory Requirements _ � y IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true 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 1226.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis andi Rating Software 06.0.4 This information does.not constitute any warranty of energy costs or savings. 0.1985-2020 NORESCO, Boulder, Colorado. Page 12 of 13 ding Summary Property Organization HERS Maliarakis DAmaro Engineering Projected Rating 2135 Willow Drive 631-878-7808 2020-12-04 East Marion, NY 11939 Jerry DAmaro Rating No:2020_070 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-22-5-1 Modern Age Home Builders, LLC 2020_070 2135 Willow Drive.P.CC.blg DQE Zer_o.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. lActiyeSolar 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 a 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 13 of 13 1 r r .. 1 ' - iYY11fYiHil�Niipi Ww 4iiiaiMd iiF '!( C =r � � ! �� "�_.�" t t ��ate•, gx�n�,��rltegyllR llflrl/ttRtllil.�Rl ", A :,�1 �n„�w�„5fi...•';- ^'� 1, � T 4'•^5.� tit ;.t,u^.'°',,.;•:.� - _ ,.... ....:..3 _-,,� _ ...” as ...�s. a,-.. � '.tt:r^s.- •-.r 'rt�i ;� ;s-.,r-+.:7 :.S.t�;-rt s `t+W.,:'yy�"'F' }. _" - -.-:. .. +rr �:rv.,s{�.�`: .,. -�,,.,.c� _,., .'!- ..r...i, ,xr,. '�� fi <S ,� "'- 3 c .iL f: .�� : '�_a'•a i. .t '�.. .,-.*,,x•'�' ,_ ;.:.!` u��.,.. -` � pl �zn.: y.. ,6',»fi�✓�`�A � r,� yf_ +� y, °�. hr iy,;�. �'-�5'Re��;, i+� 1' c�`��+, ,� _ i '�, - '-. .i--�t _S r,� rt �t { 4• �� Y.tif E ..5 �r - - s+ '- r' r<, r,y.r j,sc�'" .`£�✓,. rk ty,. Ir �J~ �r -Y ay..: s.' `'` �'-�`. .��..�^ ss"y_t• ...a„- �-•.<.. 1/21/22, 12:21 PM IMG_0508.jpg P. W 2-1i " FY'• jt�T1 Pv- 1 i b _ r M L Y I , F https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGmtXJFfkSkgBzhltVMmmJDTWJC?projector=1 1/1 i i\ J. �r 1 _ — IIIIL 2• — r .Y _ >..sX• r@''�S � K - ?K,�-. .•HRS•v _ 4. , c I 1/21/22, 12:21 PM IMG_0509.jpg ISM 11 , a m Q r � h Ns 11 I ' Er. https://mail.google.com/mail/u/0/?tab=rm&ogbl#inbox/FMfcgzGmtXJFfkSkgBzhltVMmmJDTWJC?projector=1 1/1 • e FOUNDATTITTQN(M) .TIM fly 0�. i ,�' 'I '�'�°1a.:.. ' l.�►MA M i� 9� .� fin PLUMBING ORO wow A A,. rA STATE EN-19 • 9 R �R mm MIN PTA Lirql %-01 NAY iml III, .moo.. e 'I n a a � 0 L �UJ-L SR' o� TOWN OF SOUTHOLD—BUILDING DEPARTMENT y� Town Hall Annex 54375 _ �:�, n •�: �� Main Road P. O.Box 1179 Southold,NY 11971 0959 Telephone(631) 765-1802 Fax(631) 765-95,02 htips://www.southoldtowimy.aov For Office Use Only ^1` at2;Rec+ivied%! t, PERMIT NO. � �3 Building insp DEC 1 4 2020 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Pn///��t '• s. � ' riy APPUCA P011�9 FOR B�9�I�DING PtRIM � Date: ��—f`�-2.0 -7, K-ER(S)_QF PROPER-TV O Name:Mo� � �L O Tax Map#:SCTM#1000- �s Physical Address• fj ` Phone#: 3r v'7 Email: 1/I lir r 1 Mailing Address: _ -- S Y.e r. �..�_I' . _ I. -e . I1.7�1- . ... CONTACT PERSON.- Na ERSON:Na Mailing Address: ' OIL Phone# Email: �I 0 _._ .._ ._ r.LeeA!s _ ' ,Cay DESIGN:PROFESSIONAL INFORMATION: Name: Mailing Address: ` . .. . .. . .. . .... _.. . sa .�. ter �.� . . .�- .1.9,. Phone#: 3 Email: 'CONTRACTOR INFORMATION: Name: 0.4 r . .h ... .. Mailing Address: sS ..._ .. Phone#: �/. f0 7 Email: DESCRIPTION OF PROPOSED CONSTRUCTION , ewstq,cture ❑Additi n ❑Alteration Repair ❑Demolition st€a ed Cost of Project: ❑Other 0 $ Gaa Will the lot be re-graded? Yes ❑NoW��rll excess fill be removed from premises. 13YesV0 PROPERTY INFORMATION Existing use of property: Intended use of property: ' ate- hase: 1� 2 �� Name of Former Owner: ° eo Mmol taxi-ti . • 1 m. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes\0No IF YES, PROVIDE A COPY. �hheck BOX After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by .pter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name) uthorized Agent []Owner Signature of Applicant Date- �p STATE OF NEW YORK) J COUNTY OF I ) being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (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 application are true to the be hi /her knowledg and belief;and that the work will be performed in the manner set forth in the application'fil the ith. S r before Me this Jamie1"rands day of 2 N ary Public State of New York u tib 12394 Qualified in Suffolk County -4 _�. Commission Spires July 6, 23 gm -- AT (W:eri ro he applicant is-notthe=owner) I, e s i d i n g a t �J� /Q(/�r! cI *1 ! 14�� do hereby authorize �dP.l�01 to apply on my behalf to the Town of Southold Building Department for approval as described herein. 064's is Signature Date 'D 4 ;Lj(_ZW_Kb 11 Print Owner's Name 'CONSENT TO INSPECTION MI0' ' e- } bc�� jLt e 1 s ,the undersigned, do(es) hereby state: Owner(s)Name(s) LLC. That the undersig ed ('s) (are the ow_ner(s) of the premises.in the (Town orf Southold, located at which is shown-and designated on the Suffolk County Tax Map as District 1000, Section .,Block Lot That the undersigned (has) (have) filed, or cause to be filed, an application in the Southold Town Bu i ding Inspectors Office for the followin _ That the undersigned do(es)hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application. including inspections to determine that.said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town.of Southold. Dated: We//-0 N1.OL1.ef AK (scn tu� (Signature) (Print Name) fX WWATE Scott A. Russell SUPERVISOR � z TMC AAS A EM SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095.Main Road-SOUTHOLD,NEWYORK 21972 '�a� Town 'o,f. Southold' CHATTER 2-36 STORMWATER,MANAGEMENT,:WORKEW . ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE, FOLLOWING., [CHECK ALL THAT APPLY) Yes No " E]P A. Clearing., grubbing, .grading or st�'ipping of Iand which affects more I than 5,000 square feet of ground surface. , 1 B. Excavation or filling involving more than 200 cubic yards of material ; within any parcel or any contiguous area. j .n ETC. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of, horizontal distance. ER D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. �. 0[ E. S'lte preparation within the on�-hundred year floodplain as depicted of-any-waterc ouTse-- , i {!00 square F. Installation of new. or resurfaced impervious surfaces of 1, , feet or more, unless prior approval. of a Stormwater Management 1 - i Control Plan was received by the Town and"the proposal includes in-kind replacement of 'impervious surfaces. _ If y 'a •wer d ofthe uestions^above, STOP I "Complete the Applicant section below with your Name, If youanswered NO to all 0 9 Signature, Contact Informatlon, Date & County TaxiKap Numbelr!, Chapter 236 does not apply to Y., project. If You answered YES to one or more of the above,please submit Two copies of a Stormwater Management COW01 Plan. and a completed,Check List Form to the Building Depgrtment ivitEyoiq Building Fermit Application. S.C:T.M. ": 1000 Dale; APPLICANT:n(Properi Owner,Desi_ gn ProfesslonaI A ent,Contractor,Other) q !D / 'r W 21r✓lM NAME�j —dp-i� C S Section ;lock Lot ~y�— to I (,OR BUILDING'DEP.ARTMENT USE ONLY Contact lnformmore ✓��37 Reviewed By: Date: Pro Cl:.t:_Ad.dress..I Location oi`Construction Work: M — — — — — — — ` — _~ ____..... rrrs o ►�) _'.��"' ® Ap(�roveo"for•processln�'Buil'din�'PeR — -� Stormwater Management Control Plan Not Required. Stormwater Management Control Plain is Required. (Forward to Engineering Deparimew for Review.) FORM SMCP-TOS MAY 2014 F ' APPLICANT: S.C.T.M. 100.0 CHAPTER 2k I ti'roprrty'owner,Daig,-Prohtaional,Agent,Contractor.,other) 1 , Stolmnwater Mara nt Control Tlana CHECK LIST NAME �_ J �( l�-�� 5ecttbn Stock Lot f S IVI C P -Plan Requirements Provide ONE copy of the BuiiIng Permit Application. Y3 1 Date t - The applicant must provide a Complete Explanation and/o -Reason for not providing �,2 ZaO1 all Information that has been Required by the following Checl list! _j 9.*W 1. A Site Plan drawn to scaleNot Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provi e Justif ication Here! show all of the following items:- YE NO NA If you needadditional room for explanations,Please Provide!add itiona.I Paper. a. Location& Description-of.Property Boundaries I b. Total Site Acreage. c Existing=-Natural& ManMade:Features within 500 L.F. � s df the Site Boundary as required by§236-17iCXZ. d. Test Hdie Data lndicatirig Soil Characteristics&Depth to Ground Water. f e., Limits of Clearing &-Area of Proposed Land;Disturbance. f. Existing &Proposed Contours of the Site QvUt tmum z into r g. Location of all existing'& proposed structures,roads, j driveways,sidewalks,drainage improvements$utilities. h. Spot Grades &Finish Floor Elevations for all existing& proposed structures. 1. Location:of proposed Swiimrting Pool and discharge ring. 1 I Location of proposed Soil Stockpile Area(sl. k. Location of proposed Construction Entrance/Staging.Area(s). 1. Location of proposed concrete washout areaW. M. Location of all proposed erosion&sediment control-measures. € 2. Stormwater Management Control Plan must include-Calculations showing that the stormwater improvements are sized to capture,store,and infiltrate 72 on-site the run-off from all impervious surfaces generated by a two(21 inch rainrali/storm event. 3. Details-&Sectional Drawings for stormwater practisey'are requlrW for approval. lterps requiring details shall include but not be limited to: E i a. Erosion&Sediment Controls. b. Construction Entrance&Site Access. _ E c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) l d. Leaching Structures (e. .InflltratIon basins.swales,etc.) FOR ENGINEERING DEPARTMENT USE ONLY Additional Information is Required. Reviewed & .Storm-water Management Control Plan is Not Complete. Approved By: - - - - - - - - - - - - - - - - - — — — -- - - i — Stormwater Management Control Plan.n is Complete. Date: i SMCP has been approved by the Eng veering Department. FORM " SWCP Check List-TOS MAY 2014 i o�s�fFot,��oG BUILDING DEPARTMENT-Electrical Inspector r�is a TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 y,�01 Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # q" Date ' .2 3 2021 Customer Name Mo ere Electrician Name ✓e_&/& ,41 Zle- Address -�,P Ate, �/(�v,�ar` Phone_ 6; 87 W f e-mail e-mail caw Phone License# L-L 0(G e Me, Size 4-42> A Phase Overhead Underground `,�>o #of Meters Remarks #of Underground Laterals 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N IFlood Reconnect Old Meter#F 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 frompe date above. Authorized by ` �OS�fFQt,I-�O '.•.. •..- S` 13VILDING DEPARTMENT- Electrical Inspector TOWN.OF SOUTHOLD yam; MAR 1 6 2Mwn Hall An - 54375 Main Road - PO Box 1179 LJ a Southold, New York 11971-0959 lJ Telephone (631) 765-1802 - FAX (631) 765-9502ov rogerr cr s-outholdtownny.gov - seand(cD-southoldtownny.g APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN I ORMATION (All Information'Required) Date: 3 j Company Namer 00: Name: l License No.:1.4' j`'M E.. email: , OULion Phone No:U. [ I.request an email copy of Certificate of Comp lance Address.: ;. JOB SITE INFORMATION (All Information Required)- Name: Ma0 111 Address:..5 0 S Va E Cross Street: _�'�Yom. Phone No.:.. :. - 451 4161_7410_4t67 C BIdg:Permit#. email. Tax Map District: . 1000 Section-. Block. Lot: BRIEF DESCRIPTION OF WORK (Please'Print Clearly.) r U-6. leer, -c0 . xkgj I)cc)r't1InA - Check All That Apply: Is job ready for inspection?: ❑YES 56NO Elf Rough-In ❑Final Do you need a Temp Certificate?: [AYES ❑NO Issued On Temp Information: (All information required) Service Size 01 Ph ❑3 Ph Size: Q.b0 A #-Meters Old Meter# New Service ❑ Service Reconnect 9 Underground F]overhead # Underground Laterals LTJ, ❑2 ❑H Frame❑Pole Work done on Service? Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION LA Electrical Inspection Form 2020.xlsx PERMIT# Ad rens: �� 4 << LAs Switches ' Outlets r �� 'GFI's Surface Sconces NH's UC Lts Fans Fridge HW Exhaust Oven � �� - Dryer% Smokes D..W I Service .Carbon Micro Generator Combo Cooktop 'Transfer AC AH __ Mini CSpecial: 1 Comments: /�"� Town Hall Annex a , Telephone(631)765-1802 54375 Main Road . . Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 VI 'tel. F BUILDING DEPARTMENT a NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED- WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: a Owner: F,)Ul& PaRS Lo�� Location of Property: 0 �t t FCL b �/ t Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) ' Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) .,l Roof framing (R) Floo;and ooLming R) Ign'atertre: Name (person submitting this form): K I 1Dole M 4 Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 1/112015 Leeds Expediting 134 Sequoia Drive Coram,New York 11727 631-509-4248 JenniferLeeds0255@gmail.com December 9, 2020 Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: 2135 Willow Drive, East Marion SCTM# 1000-22-5-1 Dear Reviewer: Enclosed herein you will find an application for new residential construction with a proposed inground swimming pool/pool fence at the above-mentioned location. The following is enclosed for your review: • Building Permit Application for a Single-family dwelling/Owners Authorization • Xuilding Applicationfor an Inground Swimming Pool and Pool Fence • Consent to Inspect • Application for construction of a Septic Tank—for Clerk's Office -� • Truss form • Proof of Wo&ers Compensation, Disability and Liability Insurance • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit#R-20-1592 l Survey of Property -r 4 sets of Construction Plans with energy compliance/RES check • 4 sets of Inground Swimming Pool Plans % If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, r Je ifer Le d Leeds Expediting 134 Sequoia Drive Coram,New York 11727 631-509-4248 JenniferLeeds0255@gmail.com January 6, 2021 Town of Southold Building Department Town Hall 54375 NYS Route 25 Southold,NY 11971 Re: 2135 Willow Drive, East Marion SCTM# 1000-22-5-1 Dear Susan: Enclosed herein you will find a check made payable to the Town of Southold in the amount of$2,300.40 for the 2 permits for the property mentioned-above. If you require any additional information or have any questions regarding this application,please do not hesitate to call or email me. Yours very truly, pJe *ferLeeds Leeds Expediting 134 Sequoia Drive Coram,New York 11727 631-879-2684 JenniferLeeds0255@gmail.com March 3, 2021 Mr. Mike Verity Town of Southold Building Department P.O. Box 1179 Southold, NY 11971 Re: 2135 Willow Drive, East Marion SCTM# 1000-22-5-1 Dear Mike: Enclosed herein you will find 2 original copies of the foundation location survey for the above-mentioned property/permit#45643. If you require any additional information or have any questions regarding this application, please do not hesitate to call or email me. Yours very truly, Hifds f ALTA OWNER'S POLICY OF TITLE INSURANCE Policy Number: CHICAGO TITLE 7404-009506 INSURANCE COMPANY Any notice of claim and any other notice or statement in writing required to be given to the Company under this Policy must be given to the Company at the address shown in Section 18 of the Conditions. COVERED RISKS SUBJECT TO THE EXCLUSIONS FROM COVERAGE, THE EXCEPTIONS FROM COVERAGE CONTAINED IN SCHEDULE B, AND THE CONDITIONS, CHICAGO TITLE INSURANCE COMPANY, a Florida corporation (the "Company") insures, as of Date of Policy and,to the extent stated in Covered Risks 9 and 10, after Date of Policy, against loss or damage, not exceeding the Amount of Insurance,sustained or incurred by the Insured by reason of: 1. Title being vested other than as stated in Schedule A, 2. Any defect in or lien or encumbrance on the Title. This Covered Risk includes but is not limited to insurance against loss from (a) A defect in the Title caused by (i) forgery,fraud, undue influence, duress, incompetency, incapacity,or impersonation; (ii) failure of any person or Entity to have authorized a transfer or conveyance; (iii) a document affecting Title not properly created, executed, witnessed, sealed, acknowledged, notarized, or delivered; (iv) failure to perform those acts necessary to create a document by electronic means authorized by law; (v) a document executed under a falsified, expired, or otherwise invalid power of attorney; (vi) a document not properly filed, recorded, or indexed in the Public Records including failure to perform those acts by electronic means authorized by law;or (vii)a defective judicial or administrative proceeding. (b) The lien of real estate taxes or assessments imposed on the Title by a governmental authority due or payable, but unpaid. (c) Any encroachment, encumbrance, violation, variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. The term "encroachment" includes encroachments of existing improvements located on.the Land onto adjoining land, and encroachments onto the Land of existing improvements located on adjoining land. 3. Unmarketable Title. 4. No right of access to and from the Land. 5. The violation or enforcement of any law, ordinance, permit, or governmental regulation (including those relating to building and zoning)restricting, regulating, prohibiting,or relating to (a) the occupancy, use, or enjoyment of the Land; (b) the character, dimensions, or location of any improvement erected on the Land; (c) the subdivision of land; or (d) environmental protection if a notice, describing any part of the Land, is recorded in the Public Records setting forth the violation or intention to enforce, but only to the extent of the violation or enforcement referred to in that notice. AMERICAN Copyright American Land Title Association. All rights reserved. LAND TITLE AffOdATION The use of this Form(or any derivative thereof)is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Owner's Policy(66117/2006) Printed: 11.23.20 iM 01:32 PM NY-CT-FRVH-01010.431074-SPS-72306-1-20-7404-009506 CHICAGO TITLE INSURANCE COMPANY POLICY NO. 7404-009606 6. An enforcement action based on the exercise of a governmental police power not covered by Covered Risk 6 if a notice of the enforcement action, describing any part of the Land, is recorded in the Public Records, but only to the extent of the enforcement referred to in that notice. 7. The exercise of the rights of eminent domain if a notice of the exercise, describing any part of the Land, is recorded in the Public Records. 8. Any taking by a governmental body that has occurred and is binding on the rights of a purchaser for value without Knowledge. 9. Title being vested other than as stated in Schedule A or being defective (a) as a result of the avoidance in whole or in part, or from a court order providing an alternative remedy, of a transfer of all or any part of the title to or any interest in the Land occurring prior to the transaction vesting Title as shown in Schedule A because that prior transfer constituted a fraudulent or preferential transfer under federal bankruptcy, state insolvency, or similar creditors'rights laws; or (b) because the instrument of transfer vesting Title as shown in Schedule A constitutes a preferential transfer under federal bankruptcy, state insolvency, or similar creditors' rights laws by reason of the failure of its recording in the Public Records (i) to be timely, or (ii) to impart notice of its existence to a purchaser for value or to a judgment or lien creditor. 10. Any defect in or lien or encumbrance on the Title or other matter included in Covered Risks 1 through 9 that has been created or attached or has been filed or recorded in the Public Records subsequent to Date of Policy and prior to the recording of the deed or other instrument of transfer in the Public Records that vests Title as shown in Schedule A. The Company will also pay the costs, attorneys' fees, and expenses incurred in defense of any matter insured against by this Policy,but only to the extent provided in the Conditions. IN WITNESS WHEREOF, CHICAGO TITLE INSURANCE COMPANY has caused this policy to be signed and sealed by its duly authorized officers. Issuing Office: Chicago Title Insurance Company Chicago Title Insurance Services, LLC By: 24 Commerce Drive Riverhead, NY 11901 1✓"' Tel: (631)727-0600 Fax: (631)727-0606 President �1B Countersigned By: - _ Attest: Authorized Officer or Agent Secretary ttr�N Copyright American Land Title Association. All rights reserved. AMERICAN PTT E usoa�ox The use of this Form(or any derivative thereof)is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohlblted. Reprinted under license from the American Land Title Association. ALTA Owners Pallry(06!1712006) Printed; 11.23.20 @ 01:32 PM NY-CT FRVH-01010.431074-SPS-72306-1-20-7404009506 I CHICAGO TITLE INSURANCE COMPANY POLICY NO. 7404-009606 SCHEDULE A 7i yt,. � d 'vt-r,.yer,-a;-� -'v;c�7J"=e fi.y`l jCyP' 'Sp .-�'-`' i`'. 1v' "�`�' .._t3,4."sa^•415: ��' y �� .Datetof�Pbllcy Y >� , g s mountof;tnsrance }� ? � Lu..1.. �,.r..�..:� .syr,5:h,r.,a ..s,.a�a4',.,v,. 3. `1 aa.,l i..M '.t�.f- „ i'. d,', H`-, .a`� ['. �: i' r•�..` r�fyrc.,t{a2!5, AI n�J..M aY S`a.=d4w w:Nft§Jr�+�fTl J. November 25, 2020 $349,000.00 1. Name of Insured: Modern Age Builders Corp. 2. The estate or interest in the Land that is insured by this Policy is: Fee Simple 3. Title is vested in: Modem Age Builders Corp. Deed made by Stamatios Maliarakis and Nicoletta Maliarakis, his wife dated November 25,2020 to be recorded in the Suffolk County Clerk's Office. 4. The Land referred to in this Policy is described as follows: See Schedule A(Continued),following. AM ERIGN Copyright American Land Title Association. All rights reserved. LANDTrrEE u7enRnne The use of this Form(or any derivative thereof)is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited, Reprinted under license from the American Land Title Association. ALTA Owner's Policy(06/1712006) Printed: 11.23.20 @ 01:32 PM NY-CT-FRVH-01910.431074-SPS-72306-1-2G-7404-008606 CHICAGO TITLE INSURANCE COMPANY POLICY NO. 7404-009506 SCHEDULE A (continued) ALL that certain plot, piece or parcel of land,situate, lying and being at East Marion,Town of Southold, County of Suffolk, and State of New York, known and designated as Lot No. 1 on a certain map entitled"Map of Highpoint at East Marion, Section One", and fled in the Office of the Clerk of the County of Suffolk on 1/11/1984 as Map No.7680,Abstract No. 9537. END OF SCHEDULE A Copyright American Land Title Association. All rights reserved. 1AND TIM!AND TLE ASSOCIATION The use of this Form(or any derivative thereof]Is restricted to ALTA licensees and ALTA members in good standing as c of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Owners Policy(0611712006) Printed: 11.23.20 Q 01:32 PM NY-CT FRVH-01010.431074-SPS-7230e-1-20-7404-009506 CHICAGO TITLE INSURANCE COMPANY POLICY NO. 7404-009506 SCHEDULE B EXCEPTIONS FROM COVERAGE This policy does not insure against loss or damage, and the Company will not pay costs, attorneys'fees, or expenses that arise by reason of: 1. Any encroachment, encumbrance,violation,variation, or adverse circumstance affecting the Title that would be disclosed by an accurate and complete land survey of the Land. 2. Telephone Easement in Liber 9525 page 250, corrected by Liber 9732 page 231. 3. Covenants and Restrictions in Liber 9613 page 264. 4. Company excepts sewer charges that have not been specifically included on the tax report herein. END OF SCHEDULE B MT AA1E&ICAN Copyright American Land Title Association. All rights reserved. LAND TITLE AMC1010M The use of this Form for any derivative thereof)Is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Owners Policy(0611712006) Printed: 11.23.20 @ 01:32 PM N Y-CT-FRVH-01010.431074-5 PS-72306-1-20-7404.009506 CHICAGO TITLE INSURANCE COMPANY POLICY NO.7404-009606 EXCLUSIONS FROM COVERAGE The following matters are expressly excluded from the coverage of this policy,and the Company will not pay loss or damage,costs,attorneys'fees,or expenses that arise by reason of: 1. (a) Any law,ordinance,permit, or governmental regulation(including those relating to building and zoning)restricting,regulating,prohibiting, or relating to (i) the occupancy,use,or enjoyment of the Land; (ii) the character,dimensions,or location of any Improvement erected on the Land, (III) the subdivision of land;or (iv) environmental protection; or the effect of any violation of these laws, ordinances, or governmental regulations. This Exclusion 1(a) does not modify or limit the coverage provided under Covered Risk 5. (b) Any governmental police power. This Exclusion 1(b)does not modify or limit the coverage provided under Covered Risk 6. 2. Rights of eminent domain. This Exclusion does not modify or limit the coverage provided under Covered Ris4 7 or 8. 3. Defects,liens,encumbrances,adverse claims,or other matters: (a) created,suffered,assumed,or agreed to by the Insured Claimant; (b) not Known to the Company,not recorded In the Public Records at Date of Policy, but Known to the Insured Claimant and not disclosed in writing to the Company by the Insured Claimant prior to the date the Insured Claimant became an Insured under this policy; (c) resulting in no loss or damage to the Insured Claimant; (d) attaching or created subsequent to Date of Policy(however,this does not modify or limit the coverage provided under Covered Risk 9 and 10);or (e) resulting in loss or damage that would not have been sustained if the insured Claimant had paid value for the Title. 4. Any claim,by reason of the operation of federal bankruptcy,state Insolvency,or similar creditors'rights laws,that the transaction vesting the Title as shown in Schedule A,is (a) a fraudulent conveyance or fraudulent transfer,or (b) a preferential transfer for any reason not stated in Covered Risk 9 of this policy. 5. Any lien on the Title for real estate taxes or assessments imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other Instrument of transfer in the Public Records that vests Title as shown in Schedule A. CONDITIONS '1. DEFINITION OF TERMS The following terms when used in this policy mean: (a) "Amount of Insurance": The amount stated in Schedule A,as may be increased or decreased by endorsement to this policy,increased by Section 8(b),or decreased by Sections 10 and 11 of these Conditions. (b) "Date of Policy": The date designated as"Date of Policy"in Schedule A. (c) "Entity": A corporation,partnership,trust,limited liability company,or other similar legal entity. (d) "Insured": The Insured named in Schedule A. (1) The term"Insured"also Includes (A) successors to the Title of the Insured by operation of law as distinguished from purchase, including heirs, devisees, survivors, personal representatives,or next of kin; (B) successors to an Insured by dissolution,merger,consolidation,distribution,or reorganization; (C) successors to an Insured by its conversion to another kind of Entity; (D) a grantee of an Insured under a deed delivered without payment of actual valuable consideration conveying the Title (1) if the stock,shares,memberships,or other equity interests of the grantee are wholly-owned by the named Insured, (2) if the grantee wholly owns the named Insured, (3) if the grantee is wholly-owned by an affiliated Entity of the named Insured,provided the affiliated Entity and the named Insured are both wholly-owned by the same person or Entity,or (4) if the grantee is a trustee or beneficiary of a trust created by a written Instrument established by the Insured named in Schedule A for estate planning purposes. (ii) With regard to(A),(8),(C),and(D)reserving,however,all rights and defenses as to any successor that the Company would have had against any predecessor Insured. (e) "Insured Claimant": An Insured claiming loss or damage. (f) "Knowledge"or"Known": Actual knowledge,not constructive knowledge or notice that may be imputed to an Insured by reason of the Public Records or any other records that impart constructive notice of matters affecting the Title. Copyright American Land Title Association. All rights reserved. TME Ailoci mpn The use of this Form(or any derivative thereof)is restricted to ALTA licensees and ALTA members in good standing as of the date of use. Ali other uses are prohibited. Reprinted under license from the American Land Title Association. - ALTA Owners Policy(0 511 7120 0 5) Printed: 11.23,20 @ 01:32 PM NY-CT-FRVH-01010.431074-SPS 72308-1-20-7404-o09506 CHICAGO TITLE INSURANCE COMPANY POLICY NO. 7404-009508 (continued) (g) "Land": The land described In Schedule A,and affixed improvements that by law constitute real property. The term"Land"does not include any property beyond the lines of the area described in Schedule A,nor any right,title,interest,estate,or easement in abutting streets,roads, avenues,alleys,lanes,ways,or waterways,but this does not modify or limit the extent that a right of access to and from the Land Is insured by this policy. (h) "Mortgage": Mortgage,deed of trust,trust deed,or other security instrument,including one evidenced by electronic means authorized by law. (1) "Public Records": Records established under state statutes at Date of Policy for the purpose of imparting constructive notice of matters relating to real property to purchasers for value and without Knowledge. With respect to Covered Risk 5(d), "Public Records"shall also Include environmental protection liens filed in the records of the clerk of the United States District Court for the district where the Land is located. Q) "Title": The estate or interest described in Schedule A. (k) "Unmarketable Title": Title affected by an alleged or apparent matter that would permit a prospective purchaser or lessee of the Title or lender on the Title to be released from the obligation to purchase, lease, or lend if there is a contractual condition requiring the delivery of marketable title, 2. CONTINUATION OF INSURANCE The coverage of this policy shall continue in force as of Date of Policy in favor of an Insured,but only so long as the Insured retains an estate or interest in the Land,or holds an obligation secured by a purchase money Mortgage given by a purchaser from the Insured,or only so long as the Insured shall have liability by reason of warranties in any transfer or conveyance of the Tdle. This policy shall not continue In force in favor of any purchaser from the Insured of either()an estate or interest in the Land,or f$an obligation secured by a purchase money Mortgage given to the Insured. 3. NOTICE OF CLAIM TO BE GIVEN BY INSURED CLAIMANT The Insured shall notify the Company promptly In writing (1) In case of any litigation as set forth in Section 5(a) of these Conditions, (ii)in case Knowledge shall come to an Insured hereunder of any claim of title or Interest that is adverse to the Title,as insured,and that might cause loss or damage for which the Company may be liable by virtue of this policy, or(iii)if the Title, as insured, Is rejected as Unmarketable Title. If the Company is prejudiced by the failure of the Insured Claimant to provide prompt notice,the Company s liability to the Insured Claimant under the policy shall be reduced to the extent of the prejudice. 4. PROOF OF LOSS In the event the Company is unable to determine the amount of loss or damage,the Company may,at its option,require as a condition of payment that the Insured Claimant furnish a signed proof of loss. The proof of loss must describe the defect, ilen,encumbrance,or other matter insured against by this policy that constitutes the basis of loss or damage and shall state,to the extent possible,the basis of calculating the amount of the loss or damage. 5. DEFENSE AND PROSECUTION OF ACTIONS (a) Upon written request by the insured,and subject to the options contained in Section 7 of these Conditions,the Company,at its own cost and without unreasonable delay,shall provide for the defense of an Insured in litigation in which any third party asserts a claim covered by this policy adverse to the Insured. This obligation is limited to only those stated causes of action alleging matters insured against by this policy. The Company shall have the right to select counsel of its choice (subject to the right of the Insured to object for reasonable cause) to represent the Insured as to those stated causes of action. It shall not be liable for and will not pay the fees of any other counsel. The Company will not pay any fees,costs,or expenses Incurred by the Insured in the defense of those causes of action that allege matters not insured against by this policy. (b) The Company shall have the right, in addition to the options contained in Section 7 of these Conditions, at its own cost, to institute and prosecute any action or proceeding or to do any other act that in its opinion may be necessary or desirable to establish the Title,as insured, or to prevent or reduce loss or damage to the Insured. The Company may take any appropriate action under the terms of this policy,whether or not it shall be liable to the Insured. The exercise of these rights shall not be an admission of liability or waiver of any provision of this policy. If the Company exercises its rights under this subsection,it must do so diligently. (c) Whenever the Company brings an action or asserts a defense as required or permitted by this policy,the Company may pursue the litigation to a final determination by a court of competent jurisdiction,and It expressly reserves the right, in its sole discretion,to appeal any adverse judgment or order. 6. DUTY OF INSURED CLAIMANT TO COOPERATE (a) In all cases where this policy permits or requires the Company to prosecute or provide for the defense of any action or proceeding and any appeals,the Insured shall secure to the Company the right to so prosecute or provide defense In the action or proceeding,including the right to use, at its option, the name of the Insured for this purpose. Whenever requested by the Company, the Insured, at the Company's expense, shall give the Company all reasonable ald (1)In securing evidence, obtaining witnesses, prosecuting or defending the action or proceeding, or effecting settlement, and (ii)in any other lawful act that in the opinion of the Company may be necessary or desirable to establish the Title or any other matter as insured. If the Company is prejudiced by the failure of the Insured to furnish the required cooperation, the Company's obligations to the Insured under the policy shall terminate, including any liability or obligation to defend, prosecute,or continue any litigation,with regard to the matter or matters requiring such cooperation. MiERtGN Copyright American Land Title Association. All rights reserved. LAND TITLE AttCC1ASION The use of this Form(or any derivative thereof)is restricted to ALTA licensees and ALTA members in good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Owner's Policy(06117/206) Printed: 11.23.20 @ 01:32 PM NY-CT-FRVH-01 01 0.431074-SPS-72306-1-20-7404-009506 CHICAGO TITLE INSURANCE COMPANY POLICY NO.7404-009606 (continued) (b) The Company may reasonably require the Insured Claimant to submit to examination under oath by any authorized representative of the Company and to produce for examination, inspection, and copying, at such reasonable times and places as may be designated by the authorized representative of the Company, all records, in whatever medium maintained, including books, ledgers, checks, memoranda, correspondence, reports,e-malls,disks,tapes,and videos whether bearing a date before or after Date of Policy,that reasonably pertain to the loss or damage. Further,If requested by any authorized representative of the Company,the Insured Claimant shall grant its permission, in writing,for any authorized representative of the Company to examine,inspect,and copy all of these records In the custody or control of a third party that reasonably pertain to the loss or damage. All Information designated as confidential by the Insured Claimant provided to the Company pursuant to this Section shall not be disclosed to others unless,in the reasonable judgment of the Company,it is necessary in the administration of the claim. Failure of the Insured Claimant to submit for examination under oath, produce any reasonably requested information, or grant permission to secure reasonably necessary information from third parties as required in this subsection, unless prohibited by law or governmental regulation,shall terminate any liability of the Company under this policy as to that claim. 7. OPTIONS TO PAY OR OTHERWISE SETTLE CLAIMS;TERMINATION OF LIABILITY In case of a claim under this policy,the Company shall have the following additional options: (a) To Pay or Tender Payment of the Amount of Insurance.. To pay or tender payment of the Amount of Insurance under this policy together with any costs,attorneys'fees,and expenses Incurred by the Insured Claimant that were authorized by the Company up to the time of payment or tender of payment and that the Company Is obligated to pay. Upon the exercise by the Company of this option, all liability and obligations of the Company to the Insured under this policy,other than to make the payment required in this subsection, shall terminate,Including any liability or obligation to defend, prosecute, or continue any litigation. (b) To Pay or Otherwise Settle With Parties Other Than the Insured or With the Insured Claimant. (1) To pay or otherwise settle with other parties for or In the name of an Insured Claimant any claim insured against under this policy. In addition,the Company will pay any costs,attorneys'fees, and expenses incurred by the Insured Claimant that were authorized by the Company up to the time of payment and that the Company is obligated to pay;or (ii) To pay or otherwise settle with the Insured Claimant the loss or damage provided for under this policy, together with any costs, attorneys'fees,and expenses incurred by the insured Claimant that were authorized by the Company up to the time of payment and that the Company Is obligated to pay. Upon the exercise by the Company of either of the options provided for in subsections(b)(1)or(it),the Company's obligations to the Insured under this policy for the claimed loss or damage, other than the payments required to be made, shall terminate, including any liability or obligation to defend,prosecute,or continue any litigation, 8. DETERMINATION AND EXTENT OF LIABILITY This policy is a contract of indemnity against actual monetary loss or damage sustained or incurred by the Insured Claimant who has suffered loss or damage by reason of matters Insured against by this policy. (a) The extent of liability of the Company for loss or damage under this policy shall not exceed the lesser of () the Amount of Insurance;or (ii) the difference between the value of the Title as Insured and the value of the Title subject to the risk insured against by this policy. (b) If the Company pursues its rights under Section 5 of these Conditions and is unsuccessful in establishing the Title,as insured, () the Amount of Insurance shall be increased by Ten Percent(SO%),and (ii) the Insured Claimant shall have the right to have the loss or damage determined either as-of the date the claim was made by the Insured Claimant or as of the date It is settled and paid. (c) In addition to the extent of liability under(a) and (b),the Company will also pay those costs, attorneys'fees,and expenses incurred in accordance with Sections 5 and 7 of these Conditions. 9. LIMITATION OF LIABILITY (a) If the Company establishes the Title,or removes the alleged defect,lien,or encumbrance,or cures the lack of a right of access to or from the Land, or cures the claim of Unmarketable Tifle, all as Insured, In a reasonably diligent manner by any method,including litigation and the completion of any appeals, it shall have fully performed its obligations with respect to that matter and shall not be liable for any loss or damage caused to the Insured. (b) In the event of any litigation,including litigation by the Company or with the Company's consent,the Company shall have no liability for loss or damage until there has been a final determination by a court of competent jurisdiction,and disposition of all appeals,adverse to the Title, as insured. (c) The Company shall not be liable for loss or damage to the Insured for liability voluntarily assumed by the insured In settling any claim or suit without the prior written consent of the Company. 10. REDUCTION OF INSURANCE;REDUCTION OR TERMINATION OF LIABILITY All payments under this policy,except payments made for costs, attorneys'fees, and expenses, shall reduce the Amount of Insurance by the amount of the payment. r�r Copyright American Land Title Association. All rights reserved. A urto rrrw TVAN ce u16CI�TION The use of this Form(or any derivative thereof)is restricted to ALTA licensees and ALTA members In good standing as of the date of use. All other uses are prohibited. Reprinted under license from the American Land Title Association, - ALTA Owners Pollcy(0611712006) Printed: 11.23.20 @ 01:32 PM N Y-CT-FRVH-01010,431074-S PS-72308-1-20-7404-009506 CHICAGO TITLE INSURANCE COMPANY POLICY NO. 7404-009506 (continued) 11. LIABILITY NONCUMULATIVE The Amount of insurance shall be reduced by any amount the Company pays under any policy insuring a Mortgage to which exception is taken in Schedule B or to which the Insured has agreed,assumed,or taken subject,or which is executed by an Insured after Date of Policy and which is a charge or lien on the Title,and the amount so paid shall be deemed a payment to the Insured under this policy. 12. PAYMENT OF LOSS When liability and the extent of loss or damage have been definitely fixed in accordance with these Conditions,the payment shall be made within thirty(30)days. 13. RIGHTS OF RECOVERY UPON PAYMENT OR SETTLEMENT (a) Whenever the Company shall have settled and paid a claim under this policy,it shall be subrogated and entitled to the rights of the Insured Claimant in the Title and all other rights and remedies in respect to the claim that the Insured Claimant has against any person or property,to the extent of the amount of any loss, costs,attorneys'fees,and expenses paid by the Company. If requested by the Company,the Insured Claimant shall execute documents to evidence the transfer to the Company of these rights and remedies. The Insured Claimant shall permit the Company to sue, compromise, or settle in the name of the insured Claimant and to use the name of the Insured Claimant in any transaction or litigation Involving these rights and remedies, if a payment on account of a claim does not fully cover the loss of the Insured Claimant,the Company shall defer the exercise of Its right to recover until after the Insured Claimant shall have recovered its loss. (b) The Company's right of subrogation includes the rights of the Insured to indemnities, guaranties, other policies of insurance, or bonds, notwithstanding any terms or conditions contained in those instruments that address subrogation rights. 14. ARBITRATION Either the Company or the Insured may demand that the claim or controversy shall be submitted to arbltration pursuant to the Title Insurance Arbitration Rules of the American Land Title Association("Rules'), Except as provided in the Rules,there shall be no Joinder or consolidation with claims or controversies of other persons. Arbitrable matters may include,but are not limited to, any controversy or claim between the Company and the Insured arising out of or relating to this policy, any service in connection with its issuance or the breach of a policy provision, or to any other controversy or claim arising out of the transaction giving rise to this policy. All arbitrable matters when the Amount of Insurance is Two Million and No/100 Dollars($2,000,000)or less shall be arbitrated at the option of either the Company or the Insured. All arbitrable matters when the Amount of insurance Is In excess of Two Million and No/100 Dollars($2,000,000)shall be arbitrated only when agreed to by bath the Company and the Insured. Arbitration pursuant to this policy and under the Rules shall be binding upon the parties. Judgment upon the award rendered the Arbitrators)may be entered In any court of competent jurisdiction. by 15. LIABILITY LIMITED TO THIS POLICY;POLICY ENTIRE CONTRACT (a) This policy together with all endorsements,if any,attached to it by the Company is the entire policy and contract between the Insured and the Company. In interpreting any provision of this policy,this policy shall be construed as a whole. (b) Any claim of loss or damage that arises out of the status of the Title or by any action asserting such claim shall be restricted to this policy. (c) Any amendment of or endorsement to this policy must be In writing and authenticated by an authorized person,or expressly Incorporated by Schedule A of this policy. (d) Each endorsement to this policy issued at any time Is made a part of this policy and Is subject to all of its terms and provisions. Except as the endorsement expressly states, it does not(1)modify any of the terms and provisions of the policy, (it)modify any prior endorsement, (Iii)extend the Dale of Policy,or(iv)increase the Amount of Insurance. 16. SEVERABILITY In the event any provision of this policy,in whole or in part,is held invalid or unenforceable under applicable low,the policy shall be deemed not to include that provision or such part held to be invalid,but all other provisions shall remain in full force and effect. 17. CHOICE OF LAW;FORUM (a) Choice of Law: The Insured acknowledges the Company has underwritten the risks covered by this policy and determined the premium charged therefor in reliance upon the law affecting interests in real property and applicable to the interpretation, rights, remedies, or enforcement of policies of title insurance of the jurisdiction where the Land is located. Therefore,the court or an arbitrator shall apply the law of the jurisdiction where the Land is located to determine the validity of claims against the Title that are adverse to the Insured and to Interpret and enforce the terms of this policy. In neither case shall the court or arbitrator apply its conflicts of law principles to determine the applicable law. (b) Choice of Forum: Any litigation or other proceeding brought by the Insured against the Company must be fled only In a state or federal court within the United States of America or its territories having appropriate jurisdiction. 18. NOTICES,WHERE SENT Any notice of claim and any other notice or statement in writing required to be given to the Company under this policy must be given to the Company at: Chicago Title Insurance Company P.O.Box 45023 Jacksonville,FL 32232-5023 Attn: Claims Department END OF CONDITIONS Copyright American Land Title Association. All rights reserved. AHE LAND TITLE The use of this Form(or any derivative thereof)Is restricted to ALTA licensees and ALTA members in good standing as usoM,loN of the date of use- All other uses are prohibited. Reprinted under license from the American Land Title Association. ALTA Owner's Polley(06117/2006) printed; 11.23.20 @ 01:32 PM NY-CT-FRVH-01010.431074-S PS-72306-1-20-7404-009506 STANDARD NEW YORK ENDORSEMENT (OWNER'S POLICY) Attached to and made a part of Policy Number: Issued By: CHICAGO TITLE 7404-009606 INSURANCE COMPANY 1. The following is added as a Covered Risk: "11. Any statutory lien arising under Article 2 of the New York Lien Law for services, labor or materials furnished prior to the date hereof, and which has now gained or which may hereafter gain priority over the estate or interest of the insured as shown in Schedule A of this policy." 2. Exclusion Number 5 is deleted,and the following is substituted: 5. Any lien on the Title for real estate taxes, assessments,water charges or sewer rents imposed by governmental authority and created or attaching between Date of Policy and the date of recording of the deed or other instrument of transfer in the Public Records that vests Title as Shown in Schedule A. This endorsement is issued as part of the policy. Except as it expressly states, it does not(i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsements, (iii) extend the Date of Policy, or (iv) increase the Amount of Insurance. To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement,this endorsement controls. Otherwise, this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements. Chicago Title Insurance Company Dated: November 25,2020 Countersigned By: Authorized Signatory Standard New York Endorsement(711112) Pdnled: 11.23.20 @ 01:32 PM For use with ALTA Owner's Policy(6117106) IVY-CT-FRVH-01010.431074-3PS-72306-1-20-7404008506 POLICY AUTHENTICATION ENDORSEMENT Attached to and made a part of Policy Number: Issued By: CHICAGO TITLE 7404-009506 INSURANCE COMPANY When the policy is issued by the Company with a policy number and Date of Policy, the Company will not deny liability under the policy or any endorsements issued with the policy solely on the grounds that the policy or endorsements were issued electronically or lack signatures in accordance with the Conditions. This endorsement is issued as part of the policy. Except as it expressly states, it does not(i) modify any of the terms and provisions of the policy, (ii) modify any prior endorsements, (iii) extend the Date of Policy, or(iv) increase the Amount of Insurance. To the extent a provision of the policy or a previous endorsement is inconsistent with an express provision of this endorsement, this endorsement controls. Otherwise, this endorsement is subject to all of the terms and provisions of the policy and of any prior endorsements. Chicago Title Insurance Company Dated: November 25,2020 Countersigned By: Authorized Signatory TIRSA Policy Authentication Endorsement(6/24116) Printed: 11.23.20 @ 01:32 PM NY-CT-FRVH-01010.431074-S PS-72306-1-20-7404.009506 WAIVER OF ARBITRATION ENDORSEMENT (OWNER'S OR LOAN POLICY) Attached to and made a part of -Policy Number: Issued By: CHICAGO TITLE 7404-009506 INSURANCE COMPANY The policy is amended by deleting therefrom: (A) If this endorsement is attached to an ALTA Loan Policy: Condition 13. (B) If this endorsement is attached to an ALTA Owner's Policy: Condition 14. (C) If this endorsement is attached to a TIRSA Owner's Extended Protection Policy: Condition 12. This endorsement is made a part of the Policy and is subject to all of the terms and provisions thereof and of any other endorsements thereto. Except to the extent expressly stated, it neither modifies any of the terms and provisions of the Policy and any other endorsements, nor does it extend the effective date of the Policy and any other endorsements, nor does it increase the face amount thereof. Chicago Title Insurance Company Dated: November 25,2020 Countersigned By: Authorized Signatory Ti RSA Waiver of Arbitration Endorsement Printed: 11.23.20 @ 01:32 PM Owner's or Loan Policy(1111108) NY-CT-FRVH-01010.431074-SP5-72306-1-20-7404-009506 Townships: East Hampton 03 Peconie Ba Region Riverhead 0 Y gon Shelter Island 077 Community Preservation Fund . Southampton 09 Southold 10 Proceed3 of this transfer tax are disbursed to the Townshi s in which the transaction takes place for its acquilsition of land,development rights,and other inti-rests in property for conservation purposes. Please print or type. Schedule A Information Rela ing to Conveyance Grantor N mein ividual;last,first;middle Initial) Social Security Number N lndivldual MALIARAKIS,STAMATIOS 088-48-5604 ❑Corporation Mailing address social Security Number 7�ARWOOD DRIVE 124-48-4999 ❑Partnership City State ZIP code Federal employer scent. ❑other PORT WASHINGTON NY 11505 Grantee NJme(individual;last,first,middlelnitial) Social Security Number ❑Individual MODERN AGE BUILDERS,CORP. ❑Corporation Wiling address Social Security Number ❑Partnership 755 WAVERLY AVENUE Other CI{y State ZlPcode Federalemployers ent. HOLTSVILLE NY 11742 85 1 2115944 Location and description of property conveyed Taxmapdesignaon Address Village Town Dist 5ection. Blbck I Lot 2135 WILLOW DRIVE EAST MARION 1000 022.0 05 0_ 001.00 SOUTHOLD Type of property conveyed(check tZppltca Sle boxJ Date of conveyance Dual Towns: ❑Improved 11125/2020 ®Vacant land m'.h an Y_ Condition of conveyance(cheek at that apply) a.-Conveyance of fee Interest b. Acquisition of a f. -Conveyance which consists of a mere k.-Contract assignment controlling Interest(state 1100 change of identity or form of ownership or 1. -Option assignment or surrender percentage acquired %) _ organization in.-Leasehold assignment or surrender n.- c.-Transfer of a controlling interest(state g.-Conveyance for which credit(or tax Leasehold grant percentage transferred € %) previously paid will be claimed o. - Conveyance of an easement p. - d.-Conveyance to cooperative holrsing Conveyance for which exemption is h.--SyndConveication of cooperative apartment(s)I, claimed(complete Schedule B.Part 11 corporation -5yndlratlon ( P ) e.-Conveyance pursuant to or in I eu of J. -Conveyance of air rights or development q,-Conveyance of property partly within and foreclosure or enforceme it of security rights partly without thestate interest I r. -other(describe) Schedule B - Community lPreservatlon Fund Part I-Computation of Tax Dbe 1.Enter amount of consideration for the conveyance(from line 1 TP584.Schedule B) 1 349,000.00 2.Allowance(see below) 2 75,000.00 3.Taxable consideration(sub act line 2 from line 1) 3 274,000.00 4.2%Community PreservatioFund(of line 3)make certified check payable to SUFFOLK COUNTY CLERK 4 5,480.00 5.Property not subject to CPF�Tax(See Schedule C) S For recording officer's use Atnountreceived Date received Transaction number Allowance: East Hampton $250,000.00lmproved $100,000.00 Vacant Land(Unimproved) Shelter Island $ 0,000.001mproved $100,000.00 Vacant Land(Unimproved) Southampton $250,000.00 Improved $100,000.00 Vacant Land(Unimproved) Riverhead $150,000.00 Improved $75,000.00 Vacant Land(Unimproved) Southold $150,000.00 Improved $75,000.00 Vacant Land(Unimproved) tz-0zza_oslotec Schedule C (continued) Part II-Explanation of Exemption Claimed in Part I,line 1(check any boxes that apply) The conveyance of real property is exempt from the real,estate transfer tax for the following reason: a.Conveyance is to the United Nations,the United States of America,the state of New York or any of their Inst-umentalitles, agencies or political subdivisions (or any public corporation, including a public corporation created pursuant to agreement or F1compact with another state or Canada} b.Conveyance is to secure a debt or other obligation ❑ c.Conveyance is without additional consideration to confirm,correct,modify or supplement a prior conveyance ❑ d.Conveyance of real property is without consideration and not in connection with a sale,including conveyances conveying ❑ realty as bona fide gifts e.Conveyance Is given in connection with a tax sale ❑ f.Conveyance is mere change of identity or form ofownership or organization•where there is no change in beneficial ownership. (This exemption cannot be claimed for a conveyance to a cooperative housing corporation of real property comprising the ❑ cooperative dwelling or dwellings.) g.Conveyance consists of deed of partition ❑ h.Conveyance Is given pursuant to the federal bankruptcy act ❑ 1.Conveyance consists of the execution of a contract to sell real property without the use or occupancy of such property or the granting of an option to purchase real property without the use or occupancy of such property ❑ J.Conveyance or real property which Is subject to restrictions which prohibit the use of the entire property for any purposes except agriculture, recreation or conservation, pursuant to Section 1449-ee (2) Q) or (k) of Ardele 31-D of the Tax Law. (See required Town approval,below) ❑ k.Conveyance of real property for open space,parks,or historic preservation purposes to any not-for-profit tax exempt ❑ corporation operated for conservation,environmental,or historic preservation purposes. 1.Other list explanations in space below(Grandfather/Contract) ❑ m.Conveyance of real property as a primary residence where the grantee Is a first-time homebuyer (attached approved application) ❑ n.Conveyance of real property to a tax exempt,not-for-profit corporation for the purpose of providing afforcable housing. ❑ o.The conveyance is approved for an exemption from the Community Preservation Transfer Tax,under Section 1449-ee of Article 31-D of the Tax law.(See J In Schedule C) Town Attorney dr other designated official Penalties and Interest Penalties Interest Any grantor or grantee failing to file a return or to pay any tax within Daily compounded interest will be charged on the amount of the the time required shall be subject to a penalty of 10%of the amount tax due not paid within the time required. of tax due plus an interest penalty of 2%of such amount of each month of delay or fraction thereof after the expiration of the first. month after such return was required to be filed or the tax became , due. However, the interest penalty shall not exceed 25% in the aggregate. Signature (both the grantor(s) and gra eis) must sign). The undersigned certify that the above return, Including any certification, sch u e I a tachment, is to the best of his/her knowledge,true and complete. 72, or Grantee �2u2�7:ovmw INSTRUCTIONS(RP-5217-PDF-INS):www.orps.state.ny.us FOR COUNTY USE ONLY New York State Department of C1.Swls Cade I I Taxation and Finance 02.Date Dead Recorded / / ) Office of Real Properly Tax Services RP-5217-PDF C3.Book I I r I 1 104'Pago I I I I Real Property Transfer Report(8116) PROPERTY INFORMATION 1.ProPerty 2135 WILLOW DRIVE Location •STREET MUNGER •611REEr NAME SOUTHOLD EAST MARION 11939 •CllyaR IOMM VRIAOE -21P CODE 2.Buyer MODERN AGE BUILDERS, CORP Name .,Asy NAMMOMPAN1, FIRBTNAME LASTNAMFMOMPANY MRSTNAME 3.Tax Indicate where future Tax Bills am to be sent MODERN AGE BUILDERS, CORP ailiing ifother than buyer address(atbottom offonn) u rNmscompmrr MRSTNAUE Address 755 WAVERLY AVENUE, STE 218 HOLTSVILLE NY 11742 STREETNUMBER ANa HAME CITY OR TOWN @TATE 21P CODE 4.Indicate the number of Assessment (only If Part of a Parcel)Check as they apply: Roll parcels transferred on the deed 1 tf of Parcels OR ❑Part ora Parcel 4A.Planning Board with Subdiulslon Authority Exists S.Dead X OR 0.93 48.Subdivision Approval was Required for Transfer Property -FRONTFEET -DEPTH -ACRES Size 4C.Parcel Approved for Subdivision with Map Provided MALIARAKIS STAMATIOS 6.Seller •LASTNA21rRaMPANY FNSTNMIE Name MALIARAKIS NICOLETTA LAST NAMSCOMPANY FIRST NAIAE '7.Select the description which most accurately describes the Cheek the boxes below as they apply: use of the property attho time of Gala: 8.Own ership Type is Condominium C.Residential Vacant Land 9.New Concoction on a Vacant Land 1UA.Property Located Within an Agricultural District 1 UB.Buyer received a disclosure notice Indicating that the property Is in an El District SALE INFORMATION1 15.Check one or more ofthesaConditions asapplicable totrensfer, A.Sale Between Relatives or Former Relatives 11.Sale Contract Date 10/26/2020 . S.Sale between Related Companies or Partners in Business. C.One of the Buyers is also a Sager 11/25/2020 D.Buyeror Seger is Government Agency or Lending Instilutlon 12.Data of Salef fransfor E.Deed Type not Warranty or Bargain and Sale(Specify Below) F.Sale of Fractional or Less than Fee Interest(Specify Below) '13.Full Sale Price 349,000.00 G.Significant Change In Propedy Between Tumble Status and Safe Dales H.Sate of Business is Included In Sate Price (Full Sale Price Is the told amount paid for the property including personal property. 1.Other Unusual Factors Affecting Sala Price(Specify Below) This payment may be in the form of cash,other property or goods,orthe assumption of J.None mortgages arotherobligalions.)Please round to the nearest whole doflaramount Comments)on Condition: 14.Indlcatethevalue ofpersonal 0,00 property Included In the safe ASSESSMENT INFORMATION-Data should reflect the latest Final Assessment Roll and Tax Bill 16.Year of Assessment Roll from which informationtakeri(M 20 -'17.Total Assessed Value 1,400 M8.Property Class 311 ,., •19.School District Name OYSTERPONDS -20.Tax Map Identffier(s)1Roll Iderdlnor(s)(If more than four,attach sheetwith addf6armUcion lfier(s)) 1000-022.00-05.00-001.000 CERTIFICATION I Certify that all of tho Items of information entered on this form are true and correct(to the best of my knowledge end bolfeQ and 1 understand thattlee making ofany willful false statement of material fact heroin subjectme to the provisions ofthe renal law refallveto the making and filing of false Instruments. SELLER SIGNATURE .SUMER CONTACT INEPRMAMON (Enter klo rearron for the buyer.Note:llbuyer is LLC,sodoty,association,corporation,John stock company,estate or ` enuly that is not an IncMdUal agent orfidUC ary,mon a name and contact hromlaeon Woo Indivlduaveaspons'ble part ywho can ensvrer questions regarding the transformus t be ent—i.Typo or print clearly.) 6EtLErte TUR I BUYER SIGNATURE MODERN AGE BUILDERS CORP •LAWNAME FIRST NAME �r '1' �� •AREACOOE RELEPHONE NUMBER(8k SM99) eWER IGYATIxiE DATE - 755 WAVERLY AVE., 218 'STREETNUAMER 'SmEETNAME HOLTSVILLE NY 11742 i 1 I 'CRYORTOWN 'STATE WOODS rtt BUYER'S ATTORNEY r • 1 DAVIS LARRY LAAT NAME FBL9T NAME I I - II (631) 289-1600' AREA CODE TELEPHONE NUMBER(EL 99999991 A I ' CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 16th day of November ,2020 BETWEEN STAMATIOS MALIARAKIS and NICOLETTA MALIARAKIS, residing at 7 Marwood Road, Port Washington, New York 11050 party of the first part,and MODERN AGE BUILDERS,CORP.,at 755 Waverly Avenue,Ste 218,Holtsville,New York 11742 party of the second part, WITNESSETH,that the party of the first part, in consideration of ten dollars,paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at SEE ATTACHED SCHEDULE"A"FOR LEGAL DESCRIPTION SAID.PREMISES being known as and by street address 2135 WILLOW DRIVE,EAST MARION,NY 11939 BEING AND INTENDED to be the same premises conveyed to the seller herein described are and intended to be the same premises as those described by deed made by HERBERT R, MANDEL dated October 15, 1984 and recorded on October 25,1984 in Liber 9666 at page 66. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read'parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. _ IN PRESENCE OF: J STAMATIOS MALIARAKIS NIEQLETTA MALIARAKIS Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of NASSAU ss: State of New York,County of ss: On the 16th day of NOVEMBER In the year 2020 On the day of in the year before me,the undersigned,personally appeared STAMATIOS before me,the undersigned,personally appeared MALIARAKIS and NICOLETTA MALIARAKIS personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the Individuals whose names is are satisfactory evidence to be the individual(s)whose name(s)is subscribed to the within instrument and acknowledged to me (are)subscribed to the within Instrument and acknowledged to that they executed the same in their capacities,and that by their me that he/shelthey executed the same in his/her/their signatures on the Instrument, the individuals, or the person capacity(ies), and that by his/her/their signature(s) on the upon behalf of which the individual(s) acted, executed the instrument,the individual(s),or the person upon behalf of which instrument. the individual(s)acted,executed the instrument '(sIgnkhk%N&i#fFUfigdWduaI taking acknowledgment) (signature and office of Individual taking acknowledgment) Notary Mic,State ofNewYork County of Nassau No.o2-Ko62347io Commission Exp January 24,2023 --TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are) subscribed to the within instrument and acknowledged to me that helshe/they executed the same in his/her/their capacity(les),and that by his/her/their signature(s)on the Instrument,the individual(s), or the person upon behalf of which the individual(s)acted, executed the instrument,and that such Individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and Insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED SECTION 022.00 BLOCK 05.00 WITH COVENANT AGAINST GRANTOR'S ACTS LOT 001.000 Title No. FNT-R360 7404009506 TOWN EAST MARION COUNTY SUFFOLK STAMATIOS MALIARAKIS and NICOLETTA MALIARAKIS STREET ADDRESS 2135 WILLOW DRIVE Recorded at Request of TO RETURN BY MAILTO: MODERN AGE BUILDERS,CORP. STANDARD FORM OF NEW YORK BOARD OF TITLE uNDERwRrrFRs Distributed by DAVIS PRAGER,ESQS.. 175 OAK STREET PATCHOGUE,NEW YORK 11772 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY THIS INDENTURE,made the 16th day of November ,2020 BETWEEN STAMATIOS MALIARAKIS and NICOLETTA MALIARAKIS, residing at 7 Marwood Road, Port Washington, New York 11050 party of the first part,and MODERN AGE BUILDERS,CORP.,at 755 Waverly Avenue,ste 218,Holtsville,New York 11742 party of the second part, WITNESSETH,that the party of the first part, in consideration of ten dollars paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot, piece or parcel of land,with the buildings and improvements thereon erected, situate, lying and being at SEE ATTACHED SCHEDULE"A"FOR LEGAL DESCRIPTION SAID PREMISES being known as and by street address 2135 WILLOW DRIVE,FAST MARION,NY 11939 BEING AND INTENDED to be the same premises conveyed to the seller herein described are and intended to be the same premises as those described by deed made by HERBERT R.MANDEL dated October 15, 1984 and recorded on October 25,1984 in Liber 9666 at page 66. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof;TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises; TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party" shall be construed as if it read"parties"whenever the sense of this indenture so requires. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF: STAMATIOS MALIARAKIS NIG(7LETTA MALIARAKIS Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed,with Covenant against Grantor's Acts—Uniform Acknowledgment TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York,County of NASSAU Ss: State of New York,County of ss: On the 16th day of NOVEMBER in the year 2020 On the day of in the year before me,the undersigned,personally appeared STAMATIOS before me,the undersigned,personally appeared MALIARAKIS and NICOLETTA MALIARAKIS personally known to me or proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the Individuals whose names is are satisfactory evidence to be the individual(s)whose name(s)is subscribed to the within instrument and acknowledged to me (are)subscribed to the within Instrument and acknowledged to that they executed the same in their capacities,and that by their me that helshefthey executed the same in hislherltheir signatures on the instrument, the individuals, or the person capacity(ies), and that by histherltheir signature(s) on the upon behalf of which the individual(s) acted, executed the Instrument,the individual(s),or the person upon behalf of which Instrument the individual(s)acted,executed the instrument. i j d:hwhl I sig* Wl taking acknowledgment) (signature and office of individual taking acknowledgment) Notary Public,State of NewYork County of Nassau No.o2-Ko6234710 Commission Exp January 24,2023 —"'TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory,or Foreign Country)of ss: On the day of in the year before me,the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s)whose name(s) is(are) subscribed to the within instrument and acknowledged to me that helshe/lhey executed the same in hislhedtheir capacity(ies),and that by hislher/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted, executed the instrument,and that such individual made such appearance before the undersigned in the in (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgment) BARGAIN AND SALE DEED SECTION 022.00 BLOCK 05.00 WITH COVENANT AGAINST GRANTOR'S ACTS LOT 001.000 Title No. FNT-R360 7404009506 TOWN EAST MARION COUNTY SUFFOLK STAMATIOS MALIARAKIS and NICOLETTA MALIARAKIS STREET ADDRESS 2135 WILLOW DRIVE Recorded at Request of TO RETURN BY MAIL TO: MODERN AGE BUILDERS,CORP. STANDARD FORM OF NEW YORK BOARD OF TITLE UNDERWRITERS Distributed by DAVIS PRAGER,ESQS., 175 OAK STREET PATCHOGUE,NEW YORK 11772 z 4 ACS I® CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYW) kkl � 1 10/28/2020 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT If the certificate holder Is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: COTe Lahey PF Northeast Brokerage Inc PHONE (145)223-8107 1(F (845)227-8816 AIC No EM: A1C No 1035 Route 82 LADDRESS: clahey@pfnortheast.com INSURER(S)AFFORDING COVERAGE NAIC# Hopewell Junction NY 12533 INSURERA: Ohio Security Insurance Company 24082 INSURED INSURERB: Ohio Casualty Ins Co. 24074 Bukowski Homes Inc. INSURER C: Travelers Casualty Ins.Co of America 19046 P.O.Box 291 INSURER D: INSURER E: Holbrook NY 11741 INSURER F. COVERAGES CERTIFICATE NUMBER: CL2031211441 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. EXP TR TYPE OF INSURANCE INSDIR Wln) POLICY NUMBER MM/DD F MMIDOLID LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 300,000 X Contractual Liability• MED EXP(Any one person) $ 15,000 A BLS59536207 03/15/2020 03/15/,2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY JET F—]LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ 1,000,000 Ea aoddent ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED BAS59538207 03/15/2020 03/15/2021 BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS X HIRED X NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident X UMBRELLA LIAB XOCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS UAB CLAIMS-MADE US059538207 03/15/2020 03/15/2021 AGGREGATE $ 1,000,000 DED I X RETENTION$ 10,000 $ WORKERS'COMPENSATION X ST TOTE ERS AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTNY 1 N E E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? N 1 A UB-2J303967 03/14/2020 03/14/2021 (Mandatory in NH) E.L.DISEASE-EAEMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ El: - DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached H more space Is required) Provided it is required by written contract,the following are named as additional insured as respects general liability with regard to the insured's ongoing operations under form CG8810 0413,to the extent provided therein:Town of Southold. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 ° AUTHORIZED REPRESENTATIVE Southold NY 11971 C44. ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD r. STATE OF NEW YORK WORKERS'COMPENSATION BOARD CERTIFICATE OF NYS WORKERS.' COMPENSATION INSURANCE COVERAGE la.Legal Name&Address of Insured(Use street address only) IN Business Telephone Number of Insured (631)767-4807 Bukowski Homes Inc. 346 S Sunrise Highway lc.NYS Unemployment Insurance Employer Center Moriches,NY 11934 Registration Number of Insured Work Location -of Insured (Only required if coverage is Id.Federal Employer Identification Number of Insured specifically limited to certain locations in New York State, i.e., a or Social Security Number Wrap-Up Policy) 20-5300333 2.Name and Address of the Entity Requesting Proof of 3a. Name of Insurance Carrier Coverage(Entity Being Listed as the Certificate Holder) Travelers Casualty Insurance Company of America Town of Southold 3b.Policy Number of entity listed in box"la" 54375 Route 25 UB-2.1303967 Southold,NY 11971 3c. Policy effective period 03/14/20 to 03/14/21 3d. The Proprietor,Partners or Executive Officers are included. (Only check box if all partnerstofficers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "3" insures the business referenced above in box "la" for workers' compensation under the New York State Workers' Compensation Law. (To use this form, New York(NY) must be listed under Item 3A on the INFORMATION PAGE of the workers' compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"T'. The Insurance Carrier will also notify the above certificate holder within 10 days IF a policy is canceled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy,or eliminate the insured from the coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise,this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent,or until the policy expiration date listed in box "3c";whichever is earlier. Please Note:Upon the cancellation of the workers' compensation policy indicated,on this form,if the business continues to be named on a permit,license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of Workers' Compensation Coverage or other authorized proof-that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has the coverage as depicted on this form. Approved by: Joseph W.Pires (Print name of authorized representative or licensed agent of insurance carrier) Approved by: ,// 10/28/2020 (Signature) (Date) Title: President—PF Northeast Brokerage Inc. Telephone Number of authorized representative or licensed agent of insurance carrier: (845)223-8107 Please Note. Only insurance carriers and their licensed agents are authorized to issue Form C-105.2. Insurance brokers are NOT authorized to issue it. C-105.2(9-07) www.wcb.state.ny.us YORK workers' CERTIFICATE OF INSURANCE COVERAGE YOR STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured BUKOWSKI HOMES INC 631-569-4513 P.O. BOX 291 HOLBROOK,NY 11741 1c.Federal Employer Identification Number of Insured Work Location of Insured(Only required if coverage is specifically limited to or Social Security Number certain locations in New York State,i.e.,Wrap-Up Policy) 205300333 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold 3b.Policy Number of Entity Listed in Box"1 a" 54375 Route 25 DBL617449 Southold, NY 11971 3c.Policy effective period 06/25/2020 to 06/24/2021 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. B.Disability benefits only. ® C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. ® B.Only the following class or classes of employer's employees: Under penalty of perjury,1 certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 10/28/2020 By ��, hf (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked,and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd.8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) 111111111 41111111 SUBDIVISION MAP OF AQUAVtEW PA SUBDIVISION N0-5621 RESIDF_NGE 1� RE SiDENGE WELL WATER 3 { ' PROPER WELL WATER SURVL;o 11 ° T�OTFE 2 7 3.1 A 3� N MAP LINE WEL iv1AP 1_1i\IE N78 O8 j I N �q MON•FND. LOT 1 - MAP OF enoN.FND. �° @ x t HIGHPOINT AT EAST MARION, SEC. 1 t so.01 s�oN.FND. q FILED:JANUARY 1 1, 198 -MAP NO.7680 WELL OF�g >> W I Z I �O 32 0I O_ SITUATE s .41 EAST MARION,TOWN OF SOUTHOLDrRADF LE (NOT TO SCALE) •j tr t SUFFOLK COUNTY, N.Y. CIENCE !� 2� h 7,2020 O 0' v 1D L QugLl Y TAX MAP NO.: 1000-022,00-05,00-001.000 .4a8g * (o LOT 1 LOT AREA:40,644.56 S.F.(0.933 ACRES) BROWN SLTYSAND DATE SURVEYED:OCT. 14,2020 00 s I 30 60 feetLL SCALE: 1 INCH= 30 FEET PALE HRQWN FINE w€�TO COARSE SAND Q LdROOF DRAINAGE CALCULATION: t ]SQUARE FEET OF NEW RESIDENCE&PORCH=2010 S.F. /(2010 S.F.) °(21'/HOUR)=342 CUBIC FEET REQUIRED / $� PROPOSE➢POOL FENCE o j i 4' PROVIDE MIN.(1)B'DIAM.X 8'DEEP DRYWELLS OR EQUIV. NO WATER ENCOUNTERED f `� ' 0 0 � � � 78.3 , PROPOSED SANITARY SYSTEM / ^` € 0 -I 1500 GALLON SEPTIC TANK(S.T.) -ELEVATIONS REFER TO NAVD88 / F A� ■- Q (i)8'DIA1v1 X 12,BEEP LEACHING POOL(L.P.) -NO WETLANDS OR SURFACE WATERS WITHIN 300' / n PROPOSED K Q Q FUTURE EXPANSION(F.E.) / o OS c 20 X 40 IN GROUND g II rc p 9,q 0 7 Q ��O SWIMMING POOL U = h�liv 0 > T jr n VACANT LAND � �3� i\ PROPOSED PATIO W �, LOT 2 PROPOSEDPL CELLAR 0 POOL EQUIP. ENTRANCE 4d ; 37.33 0 �I o PROPOSED Q�� W L.P.TANK} W SI 1 PROPOSED 2,1•x3 ° SINGLE FAMILY 1 0) I[ l 2 STORY N O T q RCOM N 4 W W m 1 QO EGARAGE v g Q19 R SID ° Y F.FL.=42.00 i G.FL.=4 1.00 PROPOSED ELECT,SERV. '�% Q_W 1 w OPEN PORCH .< ,,,,a,� ..�.»..S "1 L(� U U at .,, Too O O z <` 0 cr 9 00 SCDHS USE ONLY TEST HOLE EL.40.98 ° 8C '70K w L,t tt f-' fi? OSaJC Ord u V q O TEL. y` 4� � s .1°tc vst:d srn a. r gsk•-i`u,sr.>:r..� I �v �� MON.FND O 3 PEP. C$Q•2� q2 '�• ovt sacnsnr s .xrw-r u, ,.in r sae- -.-sa sra.7 LJ u.r?fe �r ul Fm3r.+�:.c rr.r u a + L•.tH e m r-M J f F.E.)B'MIN. L.P. � •4,3 � FF t`C"IF'P( + f M1Y 2,"1J G F h.4 FfisTi £- FY "1 P-a 4Fi L4:i:1` �.M11.1•.\`� +•• S+rt i lT \ Q- aU4 rh. In•LriM F.Jf'tFK�'T V, G ti r IF 5 FC.t IA Gti,t Gf K`-•fnlE A r) FP i-...,v' .AF` F1't ry S- C I Gf^YPFiC ATG 3 (Ffl r f F+ ' K "700V O iT# Ec^ h r FNf 'VT Tom! EN tU C "Ih Af - l+Nf T�{`r r _ .F }� -1Q !' MONND. j} rn 4 "Y£ FrCT -PCf1M_.N 1 1-M[3 i 144 !A Lt "N < T+�t.CP NY r 3 fLC 'f�HI7 l^l" F�1T h C --".f •6O F , .; A t.(�T f.1 IIVEJ eJ hFFR C1 H4 F. vJ5 pr 4, &1.-f'. 9 -T rhT t-tf ..Ltl)FFI IV .URI iN 2. 1itTiit. X 40Sl+rY ,(�j y S 603 g ,.,f c .wn�E re 1c•F• xt u x r - -�,u�u es acucxs- 7•! a r-vn.r 6,sr.L-sin.cUl�,-.sn,ar..:.r.,.� p ,3.. •^^°,'°`°""...� ��3 /0.00 90.22 c.> � F`r u-,4,:5;of,�EY�r:tE�..�„ .�..: rv.�,_�.• ..n- --.. L.�7.50 - a Ou.=�aL..,..r . 1 e e CONCRETE CURBa c TC�i�s T� T C C�'g9q 1p2 q0 ° PEP. o ♦f q2x cLE T. J i 5 - PLLC y'"'� A LE ND Y .10 NIS Sok ti' 5 'P. r .; _ - ??S, OLEM R A>�, EI�Ii'E1Ft G1'�, i Y . . 720 00 GONCR ' ET - AI P ON” 6� - � � �� i ~` 14iNC7 O,D05EPFi CIECERE RESIDENCE WELL W � EIVd�.iL..AJC �Ca OPTONL.INE-NEST PROFES ZONAL LAND SURVEYOR � _.� F'OU Iii DATI ON ASmB U I LT SUBDIVISION MAP OF AQUAVIEW PARK-FILE MAP NO.5621 RESIDENCE - WELL WATER LOT 1 - MAP OF 39 HIGHPOINT AT EAST MARION, SEC. 1 MAP LINE N78008'40"E 213.14 3 N MAP LINE-- _ N FILED:JANUARY 1 i, 1984-MAP N0.7680 MON.FND, x MON.FND. lo MON.FND. SITUATE 4�'' ON e�39�4x394> EAST MARION, TOWN OF SOUTHOLD �� uto 43 322 SUFFOLK COUNTY, N.Y. CA 9 TAX MAP NO.: 1000-022.0005.00-001.000 h `'923 S3 LOT AREA:40,644.56 S.F. (0.933 ACRES) �p DATE SURVEYED:OCT. 14,2020 �O O FND.LOC.SURVEY:MARCH 2,2021 PUBI"1C �( RGH� pFW 0 30 60 \ 1 Feet 1 LOT 1 SCALE: 1 INCH= 30 FEET \ i -ELEVATIONS REFER TO NAVD88 \ O • t- i •- .._. ler' �_;;� � �O v \ x40 a \ 8 MAR 1 ® 2021 c4O�2 °4 N OFNE&Vr VACANT LAND LOT 2 \ - W O �i-1-1/1 IZEEFCO D N m �SO990 \ ETE � rn \ TION41.72li �' � "ANGE .TOS H CECERE oe 61.8' R` U U 3 PROFESSIONAL LAND SURVEYOR 3 rp o z OQO U U O LEGAL NOTES: 0 Qc 7.COPYRIGHT2019 AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. Q 2.UNALITHORRED ALTERATION OR ADDITION TO THIS SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OFSECTION 7209. �1 SU&DIVISION 2,OF NEW YORK STATE EDUCATION LAW. •�v F- 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK ° En AND OPINION. • TEST HOLE w 4.CERTIFICATIONS ONT THIS BOUNDARY SURVEY MAP SIGNIFY THATTHE MAP WAS PREPARED IN ACCORDANCE WITH THE CURRENTEXISNG CODE OF PRACTICE v.I^ EL_40.68 FOR LAND SURVEYS ADOPTED BYTHE NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION 15 LIMITED TO PERSONS �� X W FOR WHOMTHE BOUNDARY SURVEY MAP 15 PREPARED,TOTHE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY.AND TO THE LENDING INSTITUTION LISTED ON , 0 �� MON.FND TEL' �C4�2 404 THIS BOUNDARY SURVEY MAP. PED. S.THE CERTIFICATIONS HEREIN ARE NOTlRANSFERABLE. �� O4O p B.THE LOCATION'OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUSTSE ESTMATED.IFANY ` 61 UNDERGROUNDIMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BY THIS SURVEY, •0 3 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTYLINES ARE FOR A SPECIFIC PURPOSE AN USE AND THEREFORE O O ARENOTINTENDED TO GUIDE THE ERECTION OF FENCES,RETAINING WALLS.POOLS.PATIOS PLANTING AREAS.ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE 410 •O� OF CONSTRUCTION. B.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EMBOSSEDSEAL COPIES MAY CONTAIN UNAUTHORTIEO AND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDITIONS.AND CHANGES. 4° 10P.ALL MEASUREMENTS REFERTNT USESURV RE TSET FOOT. _y. PART OFTHIS SURVEY UNLESS OTHERWISE NOTED. f •y°x MON.FND. M R=370.00 90.22 S76°33'40"W IN L=7.50 a : A`JC LANID-SURV �Y-ING PLLC- T �ONCRETECURB e ®I C\1 ell l�c� 4 o m LAND,SURVEYING &-PLANNI•NG_ S 0 39 ��4 ' x o42x E E T. / �� „ r �r - -� C o OSx WILLOW DRIVE 4l OMAN HOLE 77 S. COLEMAN ROAD, GENTEREACH, IVY Ifi)7-20 0 HONE: 631.846.9973�� 0 p UR C: K'�'EMAIL AjC246@OPTONLINE.NET I CONCRETEC � U __.. 1 SUBDIVISION MAP OF AQUAVIEW PARK-FILE MAP NO.5621 ®PE LLWARESIDENCE I� RESIDENCE WELL WATER � RVY OF WELL WATER 393 LOT 1 - MAP OF �;Ei MAP LINE N78°08'40"E 2 3.1 t N MAP LINE aMON.FND. MON.FND. HIGHPOINT AT EAST MARION, SEC. ISa , �ON.FND. ec3s O WE��OFF qp>> ! 0 FILED: JANUARY 1 1, 1984-MAP NO.7680 s 0 3 32�M SITUATEWELL AND LATERAL MUST BE � EAST MARION,TOWN OF SOUTHOLDrRADE LE wpTTOSGALE� SHOWN ON FINAL SURVEY 3.M ass% SUFFOLK COUNTY, N.Y. C(ENCE t� O � s23 ,2020 O , TAX MAP NO.: 1000.022.00-05.00.001.000 � / PU$LjG Y ELEV. / LOT AREA:40,644.56 S.F.(0.933 ACRES) BROWN SILTYSAND / -11 LUT 1 O�w DATE SURVEYED:OCT. 14,2020 ®- -- / R � 0 30 60 0 Feet /SCALE: 1 INGH= 3O FEET PALE BROWN FINE `b E�SE/ avatar linin must bo inspected by the SW TO COARSE SAND A °i / SuRalk Count Dept.of Hoalth Services, 1` j q 1 / C211 1631)852-5750,48 hours in 0 i •-• advance,to schedule inspection(%). 11 ROOF DRAINAGE CALCULATION: / SQUARE FEET OF NEW RESIDENCE&PORCH=2010 S.F. t 5' ,� .-1 ►� (2010 S.F.) '(2"/HOUR)-342 CUBIC FEET REQUIRED I7, / PROPOSED POOL FENCE OO / k� Q I PROVIDE MIN.(1)81 DIAM.X 8'DEEP DRYWELLS OR EQUlV• NO WATER ENCOUNTERED 1 �.� z, PROPOSED SANITARY SYSTEM / �78 3 l��il 1500 GALLON SEPTIC TANK(S.T.) -ELEVATIONS REFER TO NAVDBB / 1 0 (i)8'DIAM x t 2'DEEP LEACHING POOL(L.P.) -NO WETLANDS OR SURFACE WATERS WITHIN 300' /� "�PpA e x I- T 1 FUTURE EXPANSION(F.E.) / �,ps PROPOSED 0 a c 20 x 401N GROUND N �C4�`9�q Oq Z + ��O SWIMMING POOL LL. Q L) FL ry > O VACANT LAND Gj'3 �. PROPOSED PATIO �•1 W v SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES LOT 2 � ''� 0 PROPOSED ''• CELLAR w 1.. PERMIT FOR APPROVAL OF CONSTRUCTION FORA �O1 EQ11P'1�'\ PL ENTRANCE 0 k 37.33 p �o SINGLE FAMILY RESIDENCE ONLY PROPOSED 0 w N LP,TANK PROPOSEDO 24.33 v SINGLE FAMILY I 2 2 STORY I „ 0 i M p `` HSREF. RESIDENOE o/2o2077 DATE R-20-1592 8 GARAGE0F.FL.=42.00 C,FL.a41.0PROPOSED ELECT._— RV. 19 X — 0-_ APPROVED U UEL a t r FOR MAXIMUM OF 4 BEDROOMS �i ORCH ! 5 �5 LO U U m EXPIRES THREE YEARS FROM DATE OF APPROVAL `�_ -_ _OPEN P �" 70 0 o 6, To \�p0 OO " o O � a SGDHS USE ONLY 0 � OHO S.T.I o TEST HOLE n `��\'ty O O EL.40,88 o QE, x w « ;r+ a AJc�,r.c:vL.R`:`vt•aa I.t,- n, a.,+•.s �-Eav_; - U UJ'i Ci-.JA_TtfiA il,::Ii.la:dril.TJN )H JL+YE"•9lJ'PtARt 4 Lt LP:EL+I.MYJ,:.f 1'F'YJf' ..f�Fl.5 b ,1.A Ivo \_\ I,,, qO qO LJ �� MOhI.FND PED. 04040 q2 > U^tLlE3C i:AL M S ti'fl:t 41nP`i't:ftri l' TlLY' kl Fi.-:.ELf S N.P� J F'if*VC AVUC �' CT{ G 5 J C R !L+-�" •1" OWN•�LP'I O .rr..!r r -,A .1 n<w .� 5•pyN•�`J � o U t1�C OF/F 5, °"TGC;'NG Y<%�:C^TAF t')•5 PI CR G�.J'v1_.JI•.1 GifF f�YVR C 1 L '+'ii i:.AT V titRLS F'c.. ti`: _ �� W! -Q\�� OO 0 i L0. 44 ,t't LVPIUAWC U 'tY U.11 if r/ :t',TUTY "I _Hh 1"1 Y1. ,'4F.J` PG..I lfJU SLEL:Y)ti'3 'Y:TLT N[JS'i1.G?• 6 1 CJ1J1'l 4Y Vi JC ✓P j gOV,�x •OV J y iti E .A 'l .!i JT tTAt!TEfi,F f _ UJl,2hG>�GV T)IAPOaCt,'1 G.Ci.lM PG2U`lt l�u 'tEf ySTIJltJNl 3tF bCa A t�Jt +LFilDrr1NDJ Cht F teLLRf6 - q0 MON.FND. n'NC1F 'LP_L^s Pf-4!i AA: V Tl'S P.l+.'il`l.,l..P:•.%..-ilf`I d ,,.l F�fl.J,.l i.a AJ.J PJ.Y iifr T,f-G 6 0,S cn v :I V[ t.Fl.a ,•f.AFLI�-h•f°CCY LM0. E :xl-'PU1tL.ti NEIQ F i C Q'T.:f tT1MI LL•3a:+5.:.s__L CY)fSfS,nA'l:f:t 'Mil �O �2 M R: fULiJC �� f . lJsl G FN�L � R 370.00 . S 6°33'40"W [lF U t'T" CFf tY S E"f"I '2C'vC 1.±Flf�T.. i.a Jf FYt1t.1 � ,�..— i��. ,�:fiyL :.r,L�{I P4J i.S.amu:.�L -Y,_.,, + L=7.50 d CONCRETE CURB }• ? r c �3s9 Tc��902 do D P o. .LA NG PLI sU 40 ') 0 922 q R�� xq1 Zx O T. MAN BOLE m --- --- -� ZSx I L�L�O o U3 0 . LANDS[,t�VEYING PLANNING 1 ori_ r 7? OLEtd[7� 1' ',ROAD, CENTEREACHs NY,1°.1�`��" �(� l7 CONCRETEU M F$wioml,._631_.S x.997RESIDENCE WELL 3 ANGE O JosEPH CECERE / WL WAl� ER {: ,EMAIL;,AJC2,46@®PTONLlNE.NET PROFES FONAL LAND SURVEYOR ^� , SURVEY OF PROPERTY SUBDIVISION MAP OF AQUAVIEW PARK-FILE MAP NO.5621 199 LOT 1 - MAP OF MAP LINE N78°08'40"E 213.14 N MAP LINE HIGHPOINT AT EAST MARION, SEC. 9 N-- — — — -- — FILED:JANUARY 1 1, 1984-MAP NO.7680 MON.FND. X40, MON.FND. 6c X3 MON.FND. SITUATE 0-t EAST MARION �S� Lit O 94� s2 0 TOWN OF SOUTHOLD STAKE Ch X3 SUFFOLK COUNTY, N.Y. SET 392 9s$ 3 TAX MAP NO.: 1000-022.00-05.00-001.000 w� 50.0'NAD LOT AREA:40,644.56 S.F. (0.933 ACRES) WELL w\ FuSuG f H� O'F W `t DATE SURVEYED:OCT. 14,2020 I R FND.LOC.SURVEY:MARCH 2,2021 LOT 1 FINAL SURVEY:OCT. 14,2021 ICLEARING LINE -ELEVATIONS REFER TO NAVD88. I O > It 0 30 60 Feet F D O Q SCALE: 1 INCH= 3 0 FEET I A 0 I, PAVER PATIO O OV 2 2 STAKE m 20 x 4O SET IN GROUND POOL VACANT LANDOUTDOOR \� d LOT 2 \ � SHOWER B'px8'DEEP STAKE > D,.-./ L SES WE ) � N- WELL OI1 376 CELLAR 0 U O Q ENTRY pj +41.03 y A.C. 2 STORY 2 N UNIT FRAME 0 SANITARY LOCATION a RESIDENCE O 0 m F.FL.=43.05 GARAGE 4 U) S.T. L.P. RIDGE-68.48 G.FL.=41.26 �8 m B.FL.=34.43 19X 0 7 m A 24.5' 35.5' 62.1' D B 36' 36.5' T 0 U U 40.B7+ x 37,7 +41.05 1•3 N OPEN PORCH 0 o Z u PAVER WALK / OOO UO U 3 2 2g.2 ` 2 O SEPTIC \ Q o LEGAL NOTES: �� TANK I S•T.1 2 �Gl x I.COPYRIGHT201B AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. � �(1 \-� M GJ V Q 2.UNAUTHORIZED ALTERATION OR ADOPTION TO THIS SURVEYMAP BEARING A LICENSED LANDSURVEYORS SEAL IS A VIOLATION OF SECTION7209, W GOL W SU&DMSION 2.Or NEWYORK STATE EDUCATION LAW. ..^^ 'Ji1 Q: S.ONLYBOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECTCOPIES OFTHE SURVEYOR'S ORIGINALWORK (f1� �• O G ��1 '11, y ANDOPINION. O O � \ a �� MON.FND. PED XCq' O O W A DOINION.CERTIFICATIONS BOUNDARY SURVEY MAP SIGNIFYTHAT'77-IE MAP WAS PREPARED INACCORDANCE WITH THECURRENTEJUSTNG CODE OF PRACTICE j LEACHING L,P,1 2 4 FOR LAND SURVEYS ADOPTED BYTHE NEWYORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS "_D J) POOL U 2 ui FOR WH OM THE BOUNDARY SURVEY MAP IS PREPARED,TO THE TITLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING INSTITUTION LISTED ON O�NjeW 2 -� 5 THE CORTFIC SURVEYMAP: w .n 04 S.THE CERRFlCATONS HEREIN ARE NOTTRANSFERABLE. 4 IVV `/l//l B.THE LOCATION OF UNDERGROUND IMPROVEMENTS ORENCROACHMENTSARENOTALWAYS KNOWN AND OFTEN MUSTBE ESTIMATED.IF ANY !o QO� .0 UNDERGROUNDIMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTSARE NOTCOVERED BYTHIS SURVEY, 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURESTO THE PROPERTYLINES ARE FOR ASPECIFTC PURPOSE AND USE AND THEREFORE ARE NOTINTENDED TO GUIDE THE ERECTION OFFENCES,RETAINING WALLS.POOLS.PATIOS PLANTING AREAS.ADDITIONSTO BUILDINGS,AND ANY OTHER TYPE STAKES RJ OFCONSTRVCON. 6 MON.fND. TA'T B.ONLY SURVEYS BEARING THE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHHAN EMBDSSEDSOEAL COPIES MAY CONTAIN X ?� UNAUTHORUED AND UNDETECTABLE MODIFICATIONS.DELETIONS.ADDITIONS,AND CHANGES. �.y I1 9.PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. 90.22 C /�0 .{ ih07tW T(T 10.ALL MEASUREMENTS REFER TO US.SURVEY FOOT. FQJ. R=370-00 S M L=7.50CN 11 1 �� SCC CONCRETE CURB TC33.9 4p'9 " ` Ce iNi - - - - , - - - - — - 39`89 96)Q, X092 404 o P D S"U-RVYI`l`I;C PL�.=C ` Os®9go x -o ° 3 X24 LAND SURVEYING&-PLANNING wrro 0 C9?SX WILIL,OW DRIVE X4�,o �X oMAN HOLE 77 S. COLEMAN ROAD CENTER/EACH N;7i 1�'7-2�O� '`� ~� " PHONE 63,1.84%9973 v p. AN LO JOSEPH CECERE %4E"MA[LAJC26@OPTO LINE.NET 1 PROftSSIONAL LAND SURVEYOR j U I SURVEY OF PROPERTY SUBDIVISION MAP OFAQUAVIEWPARK-FILE MAP,NO. 5621 LOT 1 - MAP OF MAP LINE N78008'40"E 213.14 19 3 N MAP LINE HIGHPOINT AT EAST MARION, SEC. 1 FILED:JANUARY 1 1, 1984-MAP NO.7680LO MON.FND. %9O> MON.FND. O eC x3 MON.FND. i SITUATE > o or��943 32�� EAST MARION S� .O_ -?o TOWN OF SOUTHOLD M SUFFOLK COUNTY, N.Y, SAKE 39M %395\ TAX MAP NO.: 100022.0405.00.001.000 LOT AREA:40,644.56 S.F.(0.933 ACRES) WELL-- DATE SURVEYED:OCT. 14,2020 OFrf FND.LOC.SURVEY:MARCH 2,2021 I LOT 1 FINAL SURVEY:OCT. 14, 2021 - � CLEALINE R I'IG -ELEVATIONS REFER TO NAVD88. i , O it 0 30 60 1 ^� Feet SCALE: 1 INCH= 30 FEET ,(;D 0 1 { O -`} } PAVER PATIO v--I -< B ti, Il rc4o19 9oog STAKE 20 x 40 SETIN GROUND POOL SUFFOLK COUNTY DEPARTMENT OF HEALTH-SERVICES APPROVAL OF CONSTRUCTED WORKS FOR VACANT LAND '� '78,1� ASINGLE FAMILY RESIDENCE LOT2 1 = � SHOWEROUTDOOR8'Sis>c8'DEL I� SET � N y A' I DRYWELL t SET W Date_ 1/11/2022 _ H.S. Ref. No..� R-zo-lssz `� t VLDL: WELL 1 DWI Yy O 1 t j '-40 90 37.8 [ /CELLAR J }• 0 O ENTRY LLAd® The sewage disposal and water supply facilities at this location have been of +41.03 *— m inspected and/or certified by this Department or other agencies and found a.c.D 2 STORY 24.3 to be satisfactory FOR A MAXIMUM OF 4 BEDROOMS. uNR FRAME 0) M c RESIDENCE 71 SANITARY LOCATION M F.FL.=43.05 GARAGE } st (O CRAI n NEiVE P HI S.T. L.P. i RIDGE= 34.43 G.FL.=41.26 N X89% 7 M m gAE 24.5' 35.5'Office of Wastewater Management 62 1 } C U 36' 36.5' 1 40.87+ x 37.7 +41.05 J OPEN PORCH PAVER WALK _ 4 X000 V01 SEPTIC � \ O o LEGAL NUTE3. - V" .� �n TANK �ST) VS Q ..GU.WRI•:liT 2CtOA:GtJ.NL SUR•h'I�\:�P4LGALLRIGM'S RESERVED 1 �w � 2UNAUTHORtu:)ALTERAT}UN C3IT1UkTi.'?M:94.U."i'✓EY n!APF!'_'n!'^_hGALtG?tSEULA.\R SUhi'EYORS:.[AL1£A`JIO�TIC:ti/it"SECRU:J'J'ZC•J. 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LETICNG,AUDtIONS,/uNC CHAT:GE3. .•�, 1 FROklEASLJRtE.Rb!O;FERTTSWERAIJEYFTA.^,F'ARTGFTH!SSURtTI'L•\LF.55CTHER'T."i5E N0'IFU ,/ ��O'OO (' 0.22 S 60� '40"W IN 10 Al AIEA3UP:f.!EN REFER TG U.S.SURVEY EOVT. �.� �,/ J/ M ' L=7.50 CONCRETE CURB r~ ND SURVE Y E INC PLLC ®�°®� x '� O 3 C3922y WILLOW y ■ 396>4� y-r OJ�2 y0� a P a� I . �,Yy�,A _ _A tCay ■�eP► O 9�`S% 1[ Y ILLOW DRIVE %41 2x OMAN HOLE 1.� ®-�� C, I All lit il�llYV �+i9oSLr l0 o ,/� 1�f�� /�ws_ gg�� w+ttp�f �q or_� s- � 'is®LG,ivai� kdAb,6eENTEIC.!'fil'I' IIS H'- =1L60 .. l CONCRETE U B PHOINIE 6� `846 'EMAIL:AJ C246@OIC I'®I�Ii.9I1IE.NIE 9' ANG JOSEPH CEC�RE PROF SIONAIL LAND SURVEYOR - 1 U I I 1 TONIN COMMENTS Z ' ' THE I - LT II DELUXE APPROVED AS - DATE: •Z f UB.P.#�� -&=1-= 0 2 d er dOor FES 'W Y--PY:.-_. test, d Ctw0-rk A GUAL I TY NEN BIOME MOL -L SNr NOTIFY BUILDIN-' u D: "ARTMf"NT AT Q eQ it 765-1802 8 AM TO 4 PI'S FOR THE U- eClFOLLOWING INS . MOr�)FRN AAE BIOME BUILDERS, LLO 1. FOUNDATION P TWO REQUIRED W FOR POURED CONCRETE 2. ROUGH - FRAMING & PLU.?SING O O 3. INSULATION N 4. FINAL - CONSTRUCTION MUST 'BE COMPLETE FOR C.O. p �X ALL CONSTRUCTION SHALL MEET THE `V\ REQUIREMENTS OF THE CODES OF NEW �. YORK STATE. NOT RESPONSIBLE FOR Lu_ DESIGN OR CONSTRUCTION ERRORS. - - CO.ViPLY WITH ALL CODES Or- NEW rNEW YORK STATE & TOWN CODES � AS REQUIRED AND CONDITIONS OF SOUTHOLD TOWN ZBA RETAIN STC"M t",'ATELR `..J��C� SOUTHOLDT , LANNINGBOARD pURSUA(�T TO CNAPT i, 2S6 SO TOWN TRUSTEES OF THE TOII�N CODE. I.S.DEC rFUSS PEACA ®!NG R. '�JlRED r 7 r P ^4•.. _ ayC @ 1 rce PLIJ,.%4B11 pay$ ALL FLUMBING_ `0- TE cwt Ls�. Y �' s i� l'.'AT_R LIf,H: - N Tc T 1;',?A 1--Fi. Ct Li DO NOT PROCEED WITH �� LE-4 ,- hf-t 'FiCATION . , LF_;4U COa J7 JT BEFORE FRAMING UNTIL SURVEY :.�3;;oI-ICATE Oj 1CCUPANC OF FOUNDATION LOCATION - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _____-- -- - -____ _- - - --- - - - - - - - - - - - HAS BEEN APPROVEO --/,LCC 11�' t�✓ FINI5HED HEGOND FLOOR - USE .!TER - --- ---------------------- �r will- et10r �provide Manuals J 11th - ,, �.t�,� j), 3 and S as ger alted,to laCed _ T SYS EnergyCode •p fired Sra er 172 OL o to Cb tue 1. Co m o ❑ 0ElD ❑ ❑ ❑ ❑ o ,� Z z < � z JCT O—tw El ❑ ❑ m ❑ ® El El FLOOR AREA TABLE � ,- ��z ZLu 0.z IoW 4L - - - - - - - - - - - FINISHED FIRST FLOOR 1,215 sf pL pC J p FIRST FLOOR -. _ - - - - - - - - - - - - SECOND FLOOR 1,202 sf �/ x Q - - - - - - - - - - - GARAGE 552 sf O :D > Q a • ® ❑ ❑ ® ❑ ® 0 BASEMENT 1,226 sf �/ is) cpy 0 Q Q ` FINISHED GRADE PORCH 241 sf < Q 0 Q I I I I I I I I I I I I I I I I TOTAL L I V I NO SPACE 2,411 sf I I I I I I I i I I I I I I I I I I I I I I I I I I I I CONDITIONED FLOOR AREA 3043 sf z (INCLUDES BA5EMENT) _ _ - _ _ _ - - -_ - - -_ - - _- - _ _ _ _ - INFILTRATION VOLUME 51,200 cf - - - (INCLUDES ATTIC 4 BASEMENT) — _ ❑a l I I I I I I I I I I I I I I I — — � s f•R°°• '•• ❑ - ❑- - - - - - ❑' - ❑- - - - - - ❑' - ❑ - - ❑ - L❑ ❑' - `�- - - - - - ❑' - `�- - - - - - - `� - � ,..``•��(}+'rP4C�r°°`°'ff ❑ _ ❑ — - I- - - - - - -- - - - - - - - - �- - - - -i- _ - - - �- -� - - - - - -�- _-� - - - I- -1� ��11 L'.4�. �. - - - - - � - - - - - _ - - - - - - IND ' DRAWING No. COVER t ELEVATIONS A-IFOUN � ATION PLAN A-2 FIRST DFLOOR PLAN A-3 Gr %:' ;'� •:��2, ti 2nd FLOOR PLAN A-4 FRONT ELEVATION WALL BRACINO 8 ROOF PLAN A-5 50ALE: 1/4" = 1 ft SECTIONS 8 DETAILS A-6 ` ' EQ DH Q G 2020 NOTES A--J TJI-DETAILS A-8 S O z � 1-u o o —1 m 00 1-1 0 N Lu 12 _( oQ } N 5.25 O W Q lu W IL tu z a z I2 a (b - -1 5.25 < W' CIL ------------- - ---------- -------- --- ------- ---------------------------- --------------- - ------------------------- ------ 5� ------------ v°d Q i� LL ----------- ----- ------ ---- -- -------- ----- ------------ -------- ------------- ------------ ------ ----- ------------------------ — -- IF DATE: DECEMBER 2020 COVER 4 SIDE ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS 50ALE: i/8" = i ft SCALE: I/8" = I ft SCALE: I/8" = I ft DRAWING NUMBER A - 1 A A-6 235# ASPHALT SHINGLES;MIN. (4)-FASTENER5 PER z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE ° [RG05.2.6] � O 24'-4 No. 15 ASPHALT FELT UNDERLAYMENT [RgO5.1.1] _ S 14'-8 I/4" 7'-5 I/2" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 '�" SELF-ADHERING POLYMER-MODIFIED 2x8 [UG3B] P.T. LEDGER BITUMEN ICE SHIELD BARRIER [R905.1.2] O - - - 24" IN51DE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES v 1/2"(P x 4 GALV. LAG 5GREWS AT I6 O.G. r 36" INSIDE EXTERIOR WALL LINE FOR > b:12 5LOPF-5 STAGGERED [R507.q] P.G. FTG Q� Lu 4'-6" _ - - - - -' 7 '( l � 4'-6" 1/2" STRUCTURAL PANEL SHEATHING [R8O3.2] ° 1 ` BASEMENT ENTRANGE STAIRS LL '(2) 2xI0 P.T. GDR- I 8" REINFORCED CONCRETE RETAINING WALL R-3q CLOSED-CELL SPRAY FOAM (SPF) INSULATION I- J #4 REBAR AT 12" ON-CENTER EACH WAY u jlu m EG STANDARD HOOK AND LAP INTO 16" x b" P.G. F- 0.0~ 1z FOOTING. 2" MIN REBAR COVER SOLID WOOD BLOCKING Z O m 'IA . /'E X < O O - - - - - - - - - - - - - " - - - - - - I CEILING JOIST 'Q � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4- - - - - _ - -3024 1 0 1 I I 5L I 12-8 DRIP EDGE [RG05.2.8.5] N Ixa WOOD FASCIA I I I I 11" T GYPSUM WALLBOARD SOFFIT VENT r DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID i- - - - - - - - - - - - MINIMUM 24" LAP SPLICE LENGTH [R602.3,2] INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUCTIONS FOR HIGH-WIND EMERGENCY ESCAPE 4 RESCUE OPENING I - - -- - -- - A A-6 NOTES INDEXED TO THE 2020 ENERGY GON5ERVATION GON5TRUGTION -P-10 1/2" 10'-6 1/2" 12'-7" 6-4" 0 GODS OF NEW YORK STATE V R101.5 COMPLIANCE: This building was designed and shall be AA III constructed to meet the 2020 ECC(-NY5. Both REScheck N.S. PROVIDE RESERVED PAGE IN SERVICE PANEL TO CODE Z Department of Ener and REM/Rate Moresco) computer FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.a] software was utilitze to demonstrate compliance. All Q mandatory provisions of the 2020 ECCCNY5 - Residential P5 Provisions are in force. ATTIC PATH AY FOR SOLAR ELEGTRIG [T103.8) O �,. INSTALL 2"(P VERTICAL SCHEDULE b0 PVG CONDUIT R1052.2 WRITTEN STATEMENT: To the best of my knowledge, 8'-O" WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS 1L belief and professional Judgement,these plans comply with the CLOSED-CELL SPF ABOVE OR CAPS AT EACH TERMINUS [E3802.3.2). Energy Code. Furthermore,as a RE5NET certified rater (I.D. ~� ( No. 26143q 1), i certify that these plans comply with the Home O O O O W B J Energy Rating System (HERS) program. A signed certification FY H 4 ° Z N of compliance with the HERS program (HERO will be submitted w w PIG RE - --"-"-- - 1 of the constructed building to demonstrate com Mane. V'` GYPSUM BOARD _ z� __ ____ 1 __L----__ __ uj tV ' R301.1 CLIMATE ZONE: 4A Suffolk,NY Q (2)-1.75x11.25 LVL HDR (2)-1.75x11.25 LVL HDR ----------T---J 1 ® I ______ I- r CONTINUOUS BEAD OF w Z U (ENGINEERED DESIGN) (ENGINEERED DESIGN j N I DW j I SEALANT R4012 COMPLIANCE: This project complies with 2) Section R405V Q Q ____J______________, 1 0 O Simulated Performance Alternative,and the provisions of z '7< GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." i F" tp IL EXTERIOR I I # (v I,. Mandatory requirements, z> IR INTAKE �' _ KITCHEN j IA - +�- R401.3 GERTIFIGATE: Esulider to post per Code. (3Q [RI006] rn I -------- GUARD [R312.1]--_ -_-_---- CONTINUOUS BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 23-4 I I _ _ _____ _ SEALANT AGH by HERS rater. See Table R402.4.1.1 In plans. m I I r __ _ _ _ _ - _--_--_I Z 0 __ ___________: 3 ° H NO AI [R 11.78] O R402.42 FIREPLACES: Factory built with UL I21 doors. O z CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANCES= All room heating and - FAMILY ROOM BREAKFAST o l- 7'-O" l 4'-4" °o a I _ hot water, heat) appliances to be direct vent with both _ I - I O BA EM NT EN AGE UNIT PERIMETER ng PP O < O N intake and exhaust pipes installed continuous to the 4 O X�� L 0 � UL 127 LISTED AND �--- outside. Q- LABELED 36" Q WINDOW UNIT R402.4.5 RECESSED LIC-MTING: IG-rated and labeled as tY O FAGTORY-BUILT NOTE: G'-O" CEILING HEIGHT 0 havin a rate of not an air leaks tthan 2.0 cfm per ode. g greater an $ FIREPLACE [RI004] THROUGHOUT FIRST STORY I I G u- 0 00 - IN p� R4025 MAX. U-FACTOR b SHGG: See window schedule. Prol TECHNOLOGIES 25 cfm DONT. I - I R403.1 CONTROLS: See pians for thermostat Information. ~ N TO ERV INTERIOR GARAGE W L ELEG. PANEL anMODEL T-705OS ' LMI505.41 I I R-IS BATT INSULA ION � e R403.3.2 DUCT SEALING: All duct joints shall be - (� mechanically fastened and seald with duct mastic PR06RAMMABLE I I Yl" BOA OA D E -----`- I THERMOSTAT CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. F I I GARAGE GEILIN EXPANDING FOAM AT WINDOW R403.3.3 DUCT TE5TIN6: A duct air-leakage test Is not I, UNIT PERIMETER required under exceptions I and 2. (3)-1.75 x 14 LVL FLUSH (37' LONG) t I Ys° GYPSUM B R403.3.5 BUILDIN6 CAVITIES: Framing cavities shall not be (2)-2x10 HDR rJ I i IABtET2�302.6] o p used as ducts or plenums. II'-4" _ R403.4 MECHANICAL 5Y5TEM PIPING INSULATION. Insulate REF I r O 4x4 POST i `Z _ mechanical system piping carrying hot water to an O __ _ 36" GUARD [R312.1] I d Q R-value of not less than R-3. -1 - -- - -- - - - -- -- - R403.5.1 HEATED SERVICE HOT WATER(SHW) CIRCULATION m 4x4 POST 24--7Q I LOAD BEARING ALL �I CONTINUOUS BEAD OF 5Y5TEM: Not In project. - - R403.6 MECHANICAL VENTILATION: ERV continuous in HEAT DETECTOR v SEALANT ventilation system specified In the plans exceeds the q° 36" RAILING O I N-> U 10 R m I 4'-6" 4 6" F 9'-2" N minimum efficacy of 12 cfm/watt. R403.1 HVAC EQUIPMENT: Sized In accordance with ALGA 4x4 POST K SELF-CLOSING 20-min GYPSUM BOARD Manual J and Manual S. -- -- - a R403b MULTIPLE DWELLING 5Y5TEM5: Not applicable I 36"GUARD [R312.1] 1 z 20 cfm CONT. TO ERV 21"1° F.R. DOOR [R302.5.1] '1 R403A SNOW MELT. Not In project. I 7'-6"1 4" 3'-2' [MI505.4] - -- -- -- -- -- -- -- -- R403.10 R403.10 POOLS AN SPAS: Not In project. - ° N f�--11 ( CONTINUOUS BEADS OF R403.11 PORTABLE SPAS: Not in project. N I - 2�4 m G (5)-115 I 14 LVL DROP HDR ADHESIVE R404 LIGHTING: Builder to install high efficiency lamps in at m I 2' O" 2'-6" N ° � (ENGINEERED DESIGN) � least 80515 of permanently Installed fixtures. ~ ILL -- o Q 1� tL m CONTINUOUS BEAD OF O 17 I DOUBLE I t GARAGE SEALANT R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was i� °j CO Q 5" P.G. SLAB X used to show compliance with the Energy Code. REM/Rote > tL FL HDR ItL V� software was used to model the building erformace - see -a -1 SMOKE 4 G.O. O PITCHED TO DOOR rr� _---------J__.----------___-_ g p I> > DETECTOR(TYP) = DINING ROOM V (� - -- - - - ---- -----------" ""- 2020 IEGG Ener Cost Compliance report provided with = = I- 1_ 2" CLOSED-CELL SPF Permit Application. RE5check was used to model the building0 �h I x LIVING ROOM _ 1: o =, Q Z performance based on national standards - see REGcheck _ Compliance Certificate and Inspection Checklist provided with N r � 1 X I X FOYER ~ r-------- -----------� `�-------- -----------' 19 tri to 411 I 1 I V I Permit Application. N I- 4" r: HAZARD GAZING [R30&.4] 14'-0" X 1 cv I rw i i I I `} �.J Y m ili,j Z_ CONTINUOUS BEAD OF IT-011 -O I� I� O I I 24--o"! ' �. �Z UJ , SEALANT -I W IGYPSUM BOARD - I I I I Q Q r O Z - ; i O (2)-2x12 HDR R.A.G. _ ur 00 (� 1 I _____ (2)-2x12 HSR I I (2)-2x12 HDR 1 � � iLl 1- O ►-D (2)-1.75 x 14 LVL FL - l __ -- -- -- CONTINUOUS BEAD OF O o (2)-1.75 x 14 LVL FL I _ G) SEALANT v (2)-3050 -ry PORGH (2)-3°5° O } 4 5/4x6 DEGKIN6 (1 N Q d i CONTINUOUS MINIMAL O V I Z Q f� EXPANDING FOAM AT WINDOW in O 0 O O 4 UNIT PERIMETER 2'-cl 9'-2" 2 a" 10'-O" � i - � X ' N 4x4 P.T. POST [-- WINDOW UNIT (OR TABLE R402.4.1.1 -2020 (TYP-b) WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (\ INSTALLATION - - -- -- -_ -- _-___ —_I- -_ (3)-2x12 HDR -- -- (ENGINEERED DESIGN) (3) 2x12 HDR jj COMPONENT AIR BARRIER CRITERIA INSULATIORITER A ELATION -- -- - -- u, A continuous air barrier shall be installed in the { I II CONTINUOUS MINIMAL building envelope. EXPANDING FOAM AT WINDOW Air-permeable insulation shall not be used as WOOD STEPS �"*�� General requirements The exterior thermal envelope contains a �( UNIT PERIMETER continuous air barrier. a sealing material. '" •' :`r-�' ��/, ' . 7'-O" 15'-2" 24'-4" Breaks or joints in the air barrier shall be sealed. The air barrier in any dropped ceiling/soffit shall be to F'j aligned with the insulation and an gaps in the air �-�r; t,� r �a E^�=.• The insulation in an dropped ceiling/soffit /soffit barrier shall be sealed. y PP g a :ar,�d �3�r,�:;a �,•- I Ceiling/attic shall be aligned with the air barrier. CONTINUOUS BEAD OF Access openings;drop down stairs or knee wall g doors to unconditioned attics aces shall be sealed. cO•,^, ,,,KRt'a+;a`` i SEALANT Cavities within corners and headers of frame The junction of the foundation and sill plate shall be walls shall be insulated by completely filling l sealed. the cavity with a material having a thermal A \ �� DELIVERED Dl=C 0 G 2020 resistance of R-3 per inch minimum. F I R5T FLOO�? PLAN GYPSUM BOARD Walls The junction of the top plate and the top of exterior wails shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial 50ALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air 12 0 CONTINUOUS BEAD OF barrier. Q �— Windows,skylights and doors The space between window/doorjambs and �� + SEALANT framing,and skylights and framingshall be sealed. (l Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. Floor framing cavity insulation shall be 2 �_ 2" CLOSED-CELL SPF installed to maintain permanent contact with � r 1, the underside of subfloor decking. X O O Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor framing cavity insulation 1 shall be in contact with the top side of � 0 O � � �'. and floors above garages. edge of insulation. sheathing or continuous insulation installed A O on the underside of floor framing;and ,,11 ,, Iii \- extending from the bottom to the top of all perimeter floor fra_mingmembers. Q t- Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided 0 Z ' CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be FULL WIDTH SI SILL overlapping joints taped. permanentlyattached to the walls. �— ry F- !X W Duct shafts,utility penetrations,and flue shafts -I N Shafts,penetrations opening to exterior or unconditioned space shall beLU In '17 FOUNDATION WALL sealed. m_( 0 0 y Batts to be installed in narrow cavities shall 141 Q be cut to fit or narrow cavities shall be filled Narrow cavities with insulation that on installation readily 1�- N Q O O CONCRETE SLAB conforms to the available cavil space. Air sealing shall be provided between the garage STRUCTURAL DESIGN NOTE � v z0 � � N i;s f------_- ...._.--_- Garage separation ��' -- --- --` and conditioned spaces. W a < a Recessed light fixtures installed in the building Recessed light fixtures installed in the In accordance with the 2020 RGNYS; structural Z �d � F- -" — Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight elements such as engineered wood, steel and _j \ `\ I --� G ` , surface. and IC rated � ° \' ' In exterior walls,batt insulation shall be cut steel/wood composite columns, beams, headers and < N < I D— ;'./; neatly to fit around wiring and plumbing or girders that: I— `% ' Plumbing and wiring insulation that on installation,readily Z ,,- T, , , -'`; conforms to available space, shall extend 1) resist gravity loads, and ~J Q behind piping and wiring. The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs Z } Shower/tub on exterior wall showers and tubs shall separate the wall from the shall be insulated. 2) are not contained in the prescriptive design � p O Q shower or tub. IL The air barrier shall be installed behind electrical provisions of the 2020 RGNY LL O j<lJ NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed W } GONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed were designed in accordance with � THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that TYPICAL METHODS OF AIR-SEALING USING penetrate building thermal envelope shall be sealed AN51/AWG NDS-2018 with 2018 supplement. 10 O r HVAC register boots to the subfioor,wall covering or ceiling penetrated Structural elements such as Halls and fenestration VARIOUS BUILDING ELEMENTS, APPROVED 9 ADHESIVES AND SEALANTS. FRAMING b the boot. CONFIGURATIONS NOT SHOWN, SUGH AS Where required to be sealed,concealed fire CANTILEVERS AND STAIRWELLS, SHALL BE sprinklers shall only be sealed in a manner that is that: SEALED INA SIMILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALI6NED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill PATE: DECEMBER 2020 I) resist wind loads, and THERMAL ENVELOPE IN ALL LOCATIONS. voids between fire sprinkler cover plates and walls or ceilings. 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2020 RCNYS PLAN (� SEAL I I�V 1:;)F- AIR I�J �I� ✓�l"'��I I V� I�IOT�✓ were designed in accordance with A501E 'i-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER SCALE: 5/4" = 1 ft where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." = Z O A F- I I q w z I Oz I I 8'-6" 8'-O" I 7'-2" 2'-6" 6'-10" 4'-4" z I d p Ilj W 3AF- 3° 0 O 4 ° ° Z 3050 3050 AW INC Pig; Q 10'-8" 2'- 4'-8" - Q 51-011 " b°I6 Q M BATH TRANSOM L m 8'-O" G Ht # BEDROOM 3 BEDROOM 4 x — / - -- 8'-0" G Ht 8'-0" G Ht alu O OI N N -� Uj N N O WI - U M F-- — —� F ---- 20 cfm CONT. ® WHOLE-HOUSE MECHANICAL VENTILATION [R403.6] HVAC EQUIPMENT IN ATTIC W I x a TO ERV LENNOX HEALTHY CLIMATE ERV5-115-TPD ENERGY RECOVERY VENTILATOR GAS OR PROPANE FURNACE: LENNOX ELI46UH070XE36B Imo— — —y F 20 cfm GON r. CC IV DIRECT VENTED TO OUTSIDE;AHRI 201844570 = Q [MI505.4] I Pro I TECHNOLOGIES - N TO ERV -------- -------------------------------IN�TAL� ERS UNJT-4N-G0NDIT4ONED f,TTIG. HEATING GAP: 64,000 Btuh;AFUE = 4b.1 MODEL T705 BATH O [M1505.41 J DUCTS SHALL NOT BE CONNECTED TO THE HVAC- SYSTEM. ____ PROGRAMMABLE �p V- � INDOOR COIL: LENNOX CH35-30B+TDR (F) THERMOSTAT GL OUTDOOR UNIT: LENNOX ML14XG1-036-230G;AHRI 20337464060 v0 2410 0 S CJ HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL , `1 COOLING GAP: 34,800 Btuh;SEER = 15.10 2721xINSTALL IN AN ACCESSIBLE LOCATION ON A 2nd STORY WALL. INSTALL IAW MANUFACTURER'S SPECIFICATIONS OWER 1 STALE AIR TO OUTSIDE AND FRESH SIR FROM OUTSIDE: 6" d1o. DUCTS 1-8 1 8 SMOKE 8 G.O. CONNECTED TO HEALTHY CLIMATE WEATHERHOOD KIT MODEL 95PO7 �� 1 I HAL S OETEGTOR (TYP) O IA.C. RETURN) 20.7° N 2470 cc FRESH AIR TO INSIDE DIFFUSER IN HALLWAY: 6" dia. DUCT 10'-0" HALF WALL cn L m 2410 STALE AIR DUCT FROM EACH BATHROOM EXHAUST GRILLE. - O (2)-2x10 HDP. —— LIN IN STALE AIR DUCT FROM KITCHEN HINdED EXHAUST GRILLE MODEL 18N48 O _(2)_-1.75x4.2_5_LVL FLUSH _ ALL DUCTS INSULATED TO R-4.2 (V 3050 (ENGINEERED DESIGN) ND I �t BI-FOLD BW EARING ALL O m 2670 �— — —� m SYSTEM TO BE SET AND BALANCED O CONTINUOUSLY PROVIDE [MI505.4.4]: ® / MINIMUM 20 cfm EXHAUST FROM EACH BATHROOM D -> N DRYER WASHER /X AND MINIMUM 25 cfm EXHAUST FROM,KITGHEN. m 5. L- — —-�j 36 W ND AI [ 31 . .8] �J 3'-2" 4'45" DRYER EXHAUST 2�IQ 4" 4" LMI5021 12" x 12" AIR TRANSFER GRILL IN GEILING _ r ctm cv o N cJ" p DOUBLE FRAME OPENING I ox x 4 V ON 2470 N �I N BEDROOM 2 GL r W.I.G. MASTER BEDROOM 8'-0" G Ht 8'-O" G Ht 4" O 14'-0" 2'-2" 5'-6" 4" 14'-0" fn W LU (� m . Z (2)-1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH END (2)-1.7_5x14 LVL_w/HT530 MTL STRAP AT EACH ENDZ (ENGINEERED DESIGN) (ENGINEERED DESIGN) MJ tj J W 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. p r ,\1 , N r ZO IZU E (2)-2x10 HDR - (2)-2x10 HDR JJJ-1" Z1 Q LU 3" CLOSE-D--CELL SP-F- WEEN RAFTERS - - -- -- I (2 °30 )- 5 Q (2)-3°5° O 1�- -1 Q (� Y'�Q 2._4.. O 4'-2 O 2-_4 8'-0: 2._4.. O 4._2.. O 2--11" 1 +�-- v• " Z Q 0 I I I I I --1 I I I------------------------� I i I I e.ite.,«srs,r., L----------------------_J s►aE 3 V ER' EN^'p!f ,y1' DELi FRED DEC 0 4 1020 S5G0' CN 7 FLOOR PLAN, SCALE: 1/4 - 1 f, <t \0 X OO m _ 0 1 is) ri►n Z � r 00 Z SOLAR-READY O p JU CERTIFICATE0 v -� This home has STRUCTURAL DESIGN NOTE Ory Incorporated features at �, 43Z the time of Initial In accordance with the 2020 ROWS; structural Z 4t>_ < Q-< construction to enable the o o elements such as engineered wood, steel and XX installation of solar steel/wood composite columns, beams, headers and > N OLelectric. girders that: t- Z z The solar-ready roof I) resist gravity loads, and0 ul d zone Is shown on this GO UIT z construction plan excerpt 2) are not contained in the prescriptive design O O Q GO UIT and is free of GO UIT provisions of the 2020 RGNY5 g IL 0 W obstructions that would > limit placement of solar were designed in accordance with z panels. ANSI/AWG ND5-2018 with 2018 supplement. o Plastic conduit for future ��-- 0 Structural elements such as walls and fenestration electric v4fring has been that: installed through walls at DATE: DECEMBER 2020 SOLAR-iREADY the locations shown to ROOF ZONE facilitate the Installation I) resist wind loads, and of wiring between the 2) are not contained in the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RGNYS PLAN roof-mounted solar panels. were designed In accordance with A50E 1-16 wind provisions and acceptable engineering practice. DRAWING NUMBER ® ® where such elements occur In the plans, they are annotated "ENGINEERED DE51CN." A 4 CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] m z o BNL B BWL A � ROOF LINE f _-�-� TABLE R802.5.2 RAFTER/CEILING JOIST HEEL o -� JOINT CONNECTIONS g GROUND SNOW LOAD (psitu J, i 6 'I 20' 30 O ! o RAFTER RAFTER Roofs an feet z /! SLOPE SPACINGP (feet) O J L lF13 -----` Q p �- \. -- `_---lj o -------._ (inches) 12 20 28 36 12 ;= AGGE 5 R� F " - L ,; Required number of 16d common Q 0 O / nails', per heel joint splices', a,e ' / j I � A �E55�ROOF � ; �,(-J!I P jc_v cv ° 12 4 6 8 10 4 6 8 11 1� 3:12 16 5 8 10 13 5 8 11 14 } 24 7 11 15 19 7 11 16 21 �} 1 12 3 5 6 8 3 5 6 8 u , 4:12 V I_F[311_;�:�1_51 :, ° 16 4 6 8 10 4 6 8 11 24 5 8 12 15 5 9 12 16 d POST DOWN P05T DOWN OST DO4 < , \ I I �,------- ------ _ i /� 12 3 4 5 6 3 4 5 7 V J ff) 1.�5 x 16 LVL STRUCTURAL RIDGE \�' / I\� i;� 1 AGGESS ROOF 5:12 16 3 5 6 8 3 5 7 9 ' X n. 24 4 _ 7 9 2 4 1 7 I 10 1 II 3 I.�S I6. VL�RID :_D, 'I 3 4 4 5 3 3 4 5 _ 12 16 3 4 5 6 3 4 5 6 r F'.Ti-=P' HA..� F1, 243 5 7 9 3 5 7 9 ROOF BELOW I 12 3 3 4 4 3 3 3 4 r 16 3 4 4 5 3 3 4 5 I ' _ ) ✓/ - - 2x10 RIDGE 4 6 7 3 3 3 3 3 3 3 3 k s� 24 3 4 6 7 3 12:12 16 3 3 4 4 - - --- - 3 3 3 4 ATTIC PATHWAY FOR SOLAR ELECTRIC [TI03.8] 24 3 4 4 INSTALL 2"(P I i y �NVtY a 1 �r -I d I GAL CONDUIT THROUGH TALL WALLS ULE &0 . TO AIG, WITH , I TEMPORARY PLUGS OR GAPS AT EACH TERMINUS For SI: 1 inch=25.4 mm 1 foot=304.8 mm, 1 pound per i --._._ ____ [E3502.5.21. _.. . -------- --- „-- -------- . . BWL 2 x -- square foot=mails kPa. . . - --.-- __ N r ry a. 40d box nails shall be permitted to be substituted for 16d X o common nails. 2'-q" N z ',, - / N z 0 i% �, � AGGESS ROOF b. Nailing requirements shall be permitted to be reduced 25 I. percent if nails are clinched. I C. Heel joint connections are not required where the ridge is i supported by a load-bearing wall,header or ridge beam. d y lens t load-bearing (� X ,,, a-M-'xe.K�c^..«.,,rm-^•.,err. �,,.,.�,...;;...;.,,...: ,,..._:._... ...®.�.._._.__...___......-- �.Fr-.,.x,.,w.:..». -�'•',. ti ...,.....»,�.r.,. N Where intermediate support of the rafter is provided b 2x10 RR AT 16' o.c. 2xIO RR AT I6' o.c. 2x10 RR AT 16' o.co.c, ry�- 2 he V • � x10 RR AT I6" o.c. � 1 vertical struts or purlins o a 1 d-bear ng wall t v - E - ROOF LINE WALL LINE tabulated heel joint connection requirements shall be z permitted to be reduced proportionally to the reduction in - _I span. �/ � � e. Equivalent nailing patterns are required for ceilimg joist cA l-- ROOF v0 LI E I_-_ 1 ) ) to ceiling joist la slices. -iLU 7-___-- f o r;r=-==_==-=[I _ g j P p m z IV SOLAR-READY ZONE [TIO3.3] f. Applies to roof live load of 20 psf or less. �z ' w z SEOON17 STORY' E3V4L FLAN � PROVIDE5 36" WIDE AGGESS PATHWAYS g. Tabulated heel joint connection requirements assume �T Q J W SCALE: 3/16" = 1 ft Q FROM EAVE TO RIDGE WHERE 5HONN that ceilingjoists or rafter ties are located at the bottom (� - 0 z W �y [R324.6]. THE SOLAR-READY ZONE SHALL (� �J )- r Q Z cY REMAIN GLEAR OF OB5TRUGTION5 SUCH AS of the attic space. Where ceiling joists or rafter ties are PORCH ROOF BELOW Z VENT5, ETG. [TIO3.4] located higher in the attic,heel joint connection z lu Q d p Z N (TYPICAL-3) JU requirements shall be increased by the following factors: Qww > t �O O Q O / �> Q HC/HR Heel Joint Connection Adjustment Factor O V -X < 1/3 1.5 �z QLl 1/4 1.33 < < 9 115 1.25 () ROOF FLAN 1/6 1.2 � y 1/10 or less 1.11 � "V� SCALE: 1/4" = 1 ft where: BWL E BWL D BWL G 37'-O" � 24'-4" � He=Height of ceiling joists or rafter ties measured vertically above the top of the rafter support walls. o �E ;; f f• HR=Height of roof ridge measured vertically above the top of .``;<<.°.a°•°°`°• la t= , the rafter support walls. •" O - -- - - - ----- --- ---- _.....__. ---- --------------- - - BWL 3 i :• a; Itc t1� n �. BRACED WALL PANEL CALCULATIONS 17 Win Adjustment Factors Table R602.10. O (p.187) a I d AdjIt;a�t-ts;tt�a per Story --- -- - - - -- - - p I- m - - _ ._ _.,__ I � 4 2020 "'� �� Numbered Lettered Q L��rrQ��Q Wall Lines Wall Lines Comment i I Exposure eglory Exposure , - y 24-4 E sure Cat 1 00 1 00 B' 2 St (] O I 24-4 , Roof Ear-t -Ridge Height 0.84 0.84 T-4" -1 dJ o p BWL 4 Wall Height 0.90 0.90 c � I Number of Braced Wall Lines 1.00 1.00 2 O r I Additional 800 Ib Hold Down 1.00 1.00 N/A O .� E E I Gypsum Board(Fastening 1,00 1.00 N/A X � O -1 m Wind Factor Total 0.756 0.756 x lu- - - "Pl�- s Braced Wall 140 mph Total Bracing Braced Wall Bracing Wind Factor O x0 i -t - Line Spacing Required Required Length Status I � Line Method � °o z i .l �, !,_- �.__• I ! (ft) Bracing (ft) Total gracing Provided(ft) � 1 CS-WSP 30.67 7.13 0.756 5.39 23.33 OK N to 2 CS-WSP 30.67 7.13 0.756 5.39 19.00 OK - - A CS-WSP 37.00 8.40 0.756 6.35 31.00 OK B CS-WSP 37.00 8.40 0.756 6.35 23.00 OK O= Q F- Z 1 p Wind Adjustment Factors-Table R602.10.3(2) (p.187) STRUCTURAL DESIGN NOTE v 3 ry N --- --------- -- , - - Lower Story � � Q z g In accordance with the 2020 RGNYS; structural Z < < . DwellingGarage Comment rrI�� I ; : Exposure Category 1.00 1.00 Exp B; 2-Sty(Dwelling); 1-Sty (Gar) elements such as engineered wood, siteel and X V N I I steel/wood Composite columns beams headers and > XX N Roof Eave-to-Ridge Height 0.93 0.76 T-8"(dwelling); 6'-0" (garage) p Q �j p 1 i Wall Height 0.95 1.00 9'-0"(dwelling); 10'-0" (garage) Irders that: t- Q 9 ( g). g Z ? Number of Braced Wall Lines 1.00 1.00 2(dwelling& garage separate calc) F- I - ; 1) resist rovlt loads and V � �� Additional 800 Ib Hold Down 1.00 1.00 NIA g y � � � d _-` __ i Gypsum Board Fastening 1.00 1.00 N/A T z ---,......__._...1 _..._. ._..__- -____ _ _ =._. -___-__ -__ 2) are not contained in the rescrl tive design I _-_- _-_ -;.------- �------- __ - -_ BWL 5 Wind Factor Tonal 0.884 0.760 provisions of the 2 20 RGNY5 g LL Q 3 i --- � 2'-q° _ �i_y11 31-611 N Y 1 -� _ rl, _ __ -,_ were designed In accordance with _ _..___ -- 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3q z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER 15# FELT OVER _O 1.75 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER 1- (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT 16" O.G. R-3q 6" THICK GL05ED-CELL SPRAY POLYURETHANE FOAM (SPF) ROOF -------------- WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.4] -------------------------------------------------------------- 2' SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] I I WOOD BLOCKING 0 I 2x12 GRO55-RIDGEGABLE WALL INSULATION: 12 12 _ _ _ _ _ _ _ - O CONTINUOUS R-5 I-INCH RIGID FOAM XPS; FALSE GABLE 5.25�— C --- _ - 5.25 LL CAVITY R-13 2' SPF - Q Lu m I I FULL-HEIGHT > � SHEATHING BEHIND LEDGER O ------- ---------- - ---------------------------------------------------- 5EALED ATTIC, (INDIREGTLY GONDITIONEDD� — CEILING _ _ _ _ I 2x6 RAFTERS AT 16" O.G. 12 2x8 GJ AT 16" O.G. SMOKE 4 G.O. 2" SOLID N MASTER BATH �- I LAUNDRY >I I - - - -- FAMILY BATH Ix8 TRIM BOARD 8� S CO DETECTOR IN ATTIC WOOD BLOCKING .t y �- - - -}-7- I - - - - ->� - - - - � I >I I > �_ - _ - _ � I SOFFIT VENT II Q I ry I„ICI I I I I I I WG I I TYPICAL INTERIOR WALL 4"I I I I I LAV. I 2x4 STUDS AT 16" O.G. (2)-1.75x14 LVL FL HDR I/2" GYPSUM WASHER # LAV. LAV. I I I NOTCH TOP 51DE UNDER ROOF BOARD FIN15H } (2)-2x4 TDP PLATE;2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-,V2" V2" GYPSUM WALLBOARD ON BOTH SIDES NOTE: ALL DUCTS SHALL BE TUB { } TUB I I I I TYPICAL EXTERIOR WALL R-20 (2)-2x10 HDR LOCATED IN THE ATTIC, INTERIOR 0 SECOND STORY WALL CAVITIES ^ SHOWER I i I I 2x4 STUDS AT 16" O.G. �' z AND SECOND FLOOR PLATFORM. U ' I (2)-2x4 TOP PLATE;2x4 SOLE PLATE FZ MIN. R-4.2 DUCT INSULATION. 2nd FLOOR _ -___-_-- L-_-_ ____ ___I_______ _- I__ ———— __________ ___________________ (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN Q O ------------------- -------------- R-15 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 m HAL BEDROOM 3 1-1/2" W 1-1/2"' WI 3" W 2' W 2 W AI 211 Iy 2' W 3" W �1-1/2" W I — 211 H 311 W 2" W HOUSEHRAP OVER R-5, I" XP5 INSULATION I 2" W I 3" W -_-__----_- G.O. -__--___----J VINYL SIDINOVER IR/2 RUGIURAL PANEL SHEA HIND GS-NSP WOOD FLOORING OVER G.O. I- (2)-1.75 x 14 LVL FLUSH HDR 3/4" PLYNOOD SUBFLOORI- -------------------------------- ------------------------------------- I-- ------------------ -T --- 2 W------------- l l I CEILING _ _- - _ j R-13 2" CLOSED-CELL SPF II 11 POWDER KITCHEN I II 14" TJI-560 FJ AT 16" O.G. t 11 14" TJt-560 FJ AT I6" O.G. x AT RIM JOIST ,I 11 v / X >I >I I X I I (2)-1.75 x 14 LVL FLUSH HDR Ell STAIRS z (3)-1.15 x 14 LVL O 0 ; 1/2" GYPSUM N 'n BOARD FINISH z I I �I ' IIS w WG I I KIT SINK j i J LAV. I DW I LIVINO ROOM s !Z FAMILY ROOM 1 <11 I Ist_FLOOR PLATFORM m l m RING VER 1st FLOOR - ------------------ ------ -------- ------- -------------------------------i 2x10 FLOORHOODYOIS00 AT 16OO.G -------- ----------------------- ---------^- ---------- --------- I 2" W I GROSS BRIDGING AT MIDSPAN -•I- 3/4" PLYWOOD SUBFLOOR I-I/2" W W G.O. 2" N 311 I y 3 W G.O. 1 I CEILING R-13 2" CLOSED-CELL 5PF j AT RIM JOIST 41 I- 4„ - -4 F.A.I. STAIRS I' (3)-1.75 x 11.87GDR FINISHED LVL GDN BASEMENT FINISHED GRADE (INDIRECTLY CONDITIONED) (4)-3/8" LAG SCREWS O i FINISH GRADE v SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING w 2x6 P.T. (U63B) SILL ON TERMITE SHIELD ON SILL SEAL WITH 1/2" ANCHOR G.O. 4 BOLTS W I I N w / (SEE TYPICAL WALL DETAIL) V I LTO APPROVED t 'r HOUSE TRAP SANITARY SYSTEM 811 POURED CONCRETE FOUNDATION STEM WALL 1/2" GYPSUM (J FULL HEIGHT R-11 BLANKET WALL INSULATION ''ff ,, 19 p BASEMENT FLOOR ______________________________J UPON 16" x 8" Ht CONTINUOUS P.G. FOOTING BOARD FIN15H c\v AS MANUFACTURED BY GERTAINTEED CORP. LU � 0) W 'J ----------------------------------------------------------------------------------- ----------------------------------- i� UM3I NO i�l5fi� ID IOfi� M MINIMUM 3'-O" BELOW GRADE [R302.7] ASTM E84 MAX. FLAME SPREAD INDEX 5 25 m oz 4" P.G. FLOOR SLAB MAX. SMOKE DEVELOPED INDEX 50 7— < t TOP OF BASEMENT SLAB Q z ZW SCALE: NTS Q �— — r p Z ' t- 50"x 30"x12" DEEP P. GONG. SPREAD FOOTING < {� >' 0./ W d)OL ® p H/(3) #5 REBAR E.W. < ^�p OL L� VI � QQQ RIDGE TENSION ST AF: S GTION r� x WRAP STRAP OVER RAFTER (5) 10-d COMMON NAILS AT EACH END OF STRAP SCALE: I/4" I ft = XZ 1. t .111e�t�►. RAFTER TO STUD: WRAP STRAP OVER RAFTER S;i11gi4C se (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION DE IVERED DEC 0 Q 2020 WHERE RAFTER ALIGNS WITH STUD O r0 O � 2x ROOF RAFTERS AT 16" O.G. USE GALV. HURRICANE TIE BETWEEN V EVERY RAFTER AND THE ROOF BEAM ' IL --� 2x CEILING J015T5 AT 16" O.G. x O O USE (3)-Ibd NAILS AT RAFTER HEEL JOINT CONNECTION ROOF BEAM (SEE PLAN FOR SIZE) Z UG3A PRESERVATIVE TREATED 2x EXTERIOR WALL r- 1�ALL STUD TO WALL STUD : ASSEMBLE WITH 10-d NAILS STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH (4) 8-d COMMON NAILS AT EACH END OF STRAP MT5306 STRAP-TIE � �pj' � � 11J' � SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET -7 �` p O LQ y N VENTED VINYL SOFFIT Ix8 TRIM BOARD EACH RAFTER N N 1X 1L UPLIFT CONNECTIONS: GSIB GALV. COIL STRAP - Q USE (2) AT EACH POST, TOP � BOTTOM R-30 BATT INSULATION 5/4"xb" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST I-I/4" WIDE 20-6UAGE W 0 O SIMPSON COIL STRAP GALVANIZED STEEL STRAP �l— —10) Q PERPENDICULAR TO JOISTS0- dJ Z (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE IN WINDOW AND 00 ry (2)-No. 8 WOOD SCREWS AT DOOR OPENINGS. INSTALL n 4x4 WOOD COLUMN 2x SOLID BLOCK dAIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP `-' � w J.J < < EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD PLATES TO JACK STUD. � 'd (8507.7] REST DIRECTLY ON FLOOR BEAM MINIMUM LENGTH BsELOW � � � FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTHI ABOVE ] DL FLOOR JOISTS UG3B PRESERVATIVE TREATED UJ (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS BOTTOM OF HEADER O STUD TO SILL fi LATE : UG36 PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.5] V'd lu Q WRAP STRAP UNDER SILL PLATE PER CODE '74" OSB 8 VINYL SOFFIT J Z } 7 (6) 8—d COMMON NAILS AT EACH END OF STRAP OR, ILO SEE WIND 4x4 WOOD POST FLOOR JOIST TO WALL: IL COMPLIANCE PATHWAY NOTES ON SHEET '7 UG3B PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ 8 (5)-8d NAILS TO STUD 2x EXTERIOR WALL a PB44 HOT-DIPPED 6ALV. ALTERNATE WHERE FJ/STUD MISALIGNS: 0 e POST BASE ANCHOR FLOOR JOIST TO PLATES: SIMP50N H2.5;(5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES t- PLATES TO STUD: ° 12"(P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 51MP50N H2.5;(5)-8d TO PLATES,(5)-8d TO STUD ° VERTICAL REBAR ON DATE: DECEMBER 2020 " 24 x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM 5ECTION5 DETAILS H I OH-lel I ND UPLIFT 5TRAPP I NO TYF I CAL FOROH DETA I L DETAIL AT FLOOR CANTILEVER TENSION ST AF I NO AT MALL OPEN I NO S DRAWING NUMBER SCALE: NT5 SCALE: NT5 SCALE: NTS 50ALE: NT5 NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A == & 57-RAP LENGTH SHALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RESIDENTIAL CODE OF NEW YORK STATE m rte„ RIOI.I UNIFORM CODE: All work shall conform to the New York State Uniform Fire Prevention and Bulldina Code - IG NYGRR TABLE R301.2(1) HIND COMPLIANCE PATHWAY NOTES CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA and publications Incorporated by reference therein. O RIO52 BUILDIN6 PERMIT: A building permit shall be Issued by the F- WIND DESIGN SUBJECT TO DAMAGE FROM WIND DE516N STANDARD: 2020 RGNYS Town prior to the start of work. A cop of the building permit V and approved construction documents shall be kept on-site SEISMIC WINTER ICE BARRIER FLOOD AIR MEAN ULTIMATE DES16N WIND SPEED: OBTAINED FROM until pr est completion.starth p GROUND DESIGN UNDERLAYMENT FREEZING ANNUAL p SNOW Seed Topographic Special wind Windborne DESIGN Frost line HAZARDS https:/Mazards.atcouncll.org FOR THE PROJECT LOCATION: Z effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.1355° Al2.54520 8106.3 DE516N PROFE55IONAL: A Certificate of Authorization is p LOAD (mph) WIND DES16N 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE THI5 NEW RE51DENTIAL STRUCTURE UTILIZES filed with The State Education Department entitling D'Amaro v 8301 2(5)B PRE-ENGINEERED WOOD GON5TRUCTION Engineering and Surveying,P.G. ("Designer") to provide 20 psf 128 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However,the Designer has MEAN ROOF HE16HT 15 NOT GREATER THAN 30 FEET [TABLE p MANUAL J DESIGN CRITERIA-Central Islip - not been retained to provide construction engineering, LL Winter Summer Altitude correction Indoor design Design temperature Heating temperature 8301.2(3)] THE OWNER 5HALL NOTIFY THE TOWN AND supervision nor inspection,and therefore Is not responsible EXPOSURE CATEGORY: EXP05URE B AFFIX THE ABOVE 51ON IN ACCORDANCE for work performance of the builder. The builder shall O Elevation Latitude temperature cooling difference WITH TITLE IQ NYGRR PART 1265 Immediately notify Designer, In writing, if there Is any tu heating cooling factor p 9 COMPONENT AND CLADDIN6 LOADS [TABLE R301.2(2)] DO NOT discrepancy found between 40 ft 410 North 150 99% outdoor DB 85° 1% outdoor DB 0.998 70°F 75°F 55°F REQUIRE ADJU5TMENT COEFFICIENTS [TABLE R301.2(3)] p y e field conditions and plan dimensions,especially with regard to existing construction. ZUl Coolin tem erature Wind velocity Wind velocity Coincident Winter Summer - MAIN ROOF UPLIFT CONNECTION FORGE = 228 plf (30'-0" roof 83012.1 WIND DE516N= In accordance with Figure R301.2(5)5,wind O g p Daily range span, 140 mph, pitch less than 5:12) [TABLE 8602.11] design is not required. This building Is designed In W N difference heating cooling wet bulb humidity humidity WALL-TO-WALL UPLIFT CONNECTION FORGE = 166 plf accordance with the wind provisions of the 2020 RGNYS. 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 = 105 plf 83012.1.2 PROTECTION OF OPENIN65: This build) Is not located O UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP In a Windborne Debris Region. n9 N AND BOTTOM OF ALL BRACED WALL PANELS [R602.3.5]. 83012.4 FLOODPLAIN: This building Is not located In a flood hazard area. y - V'f '1 8301.5 LIVE LOADS: Minimum uniformly dLU distributed live loads: (j�U 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) R301b ROOF LOAD: Roof Design Load Is based on the greater ZI of the Ground Snow Load (20 psf,applied per A50E-7) and NUMBER AND TYPE NUMBER AND TYPE SPACING`OF FASTENERS projected roof live load per Table R301b. Span table SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENERa'b'` SPACING AND LOCATION NOMINAL MATERIAL design corresponds to the 30 psf ground snow load column to ITEM DESCRIPTION OF BUILDING ELEMENTS OF FASTENER"'b,` THICKNESS DESCRIPTIONa'n OF FASTENER AND LENGTH Intermediate account for unbalanced load conditions. inches Edges Roof Floor inches (inches) support (inches) (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions specified on plans are nominal sizes. 4-8d box(2 y"x 0.113"); or 4-8d box(2 y"x 0.113"); or (inches) these P Engineered wood dimensions I Blocking between ceiling joists or rafters to top plate 3-8d common(2%"x 0.131"); or Toe nail 21 Joist to sill,top plate or girder common( 3-8d n 2 zx ' ) Toe nail" 0.131" • or Wood structural panels,subfloor,roofF and wall sheathing to framing and particleboard wall sheathing to framing (LVL, PSL, I foists,glu-Isms,etc) are actual dimensions. • 3-10d box(3"x 0.128");or 3-10d box(3„x 0.128"); or Staple 15 ga. 1 4 4 8 8302.1 FIRE-RE515TANT EXTERIOR WALLS. All exterior walls and ++ ++ 3-3"x 0.131"nailsNail1 projections shall be located at least 5 feet from lot lines and 3-3 x 0.131 nails Up to 2 0.097-0.099 2/4 3 6 are not fire-resistance rated. 8d box(2'2" x 0.113") 4" o.c.toe nail Staple 16 ga. 1 %a 3 6 R302,q FLAME SPREAD AND SMOKE DEVELOPED INIDEX FOR 4-8d box on x 0.113"); or 0.113 Nail 2 3 6 WALLS AND CEILINGS: Gypsum wallboard Is a Oloss A finish 3-8d common(2%"x 0.131"); or Perjoist,toe nail 22 Rim joist,band joist or blocking to sill or top plate gd common(2%"x 0.131");or 2 Ceiling joists to top plate 3-lOd box 3"x 0.128" ;or 1 (roof applications also) IOd box(3"x 0.128");or 6" o.c.toe nail 19/2 and Staple 15 and 16 ga. 2 4 8 having a F-51 = 15 (req'd max. 200) and a SDI = O (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 Staple 99 2 8302.10 FLAME 5PREAD 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(2Y2"x 0.113");or p ga 4 8 INSULATION: Exposed insulation that Is not Instal led In 3 partitions [see Sections 8802.3.1,R802.3.2 and Table 3-16d common(3%"x 0.162"); or Face nail2-8d common(2Y2"x 0.131"); or Staple 15 ga. 1 %4 3 6 concealed spaces having substantial contact with cavity 23 1 11 x 6 subfloor or less to each joist 3-10d box 3"x 0.128" ;or Face nail 2%2 and 4 i surfaces shall have a F51 < 25 and a 501 < 450. See plans R802.5.1(9)] 4-3"x 0.131") ( ) 0.097-0.099 Nail 2/4 4 8 for exposed Insulation values. 2 staples, V crown, 16 ga., 1 4" long Staple 16 ga.2 4 8 8302.11 FIRE BLOCKIN6: Use approved material to flreblock Ceiling joist attached to parallel rafter(heel joint) p 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail3-16d box(3%2" x 0.135"); or Staple 14 ga. 2%4 4 g around all penetrations of the floor and telling planes,and R802.5.1(9)] 24 2 subfloor to joist or girder 2-16d common(3 y"x 0.162) Blind and face nail 0.113 Nail 2% 3 6 where otherwise speclf led by the 2020 RGNYS. 4-1 Od box(3"x 0.128"); or 3-16d box(3Y2"x 0.135"); or 1 Staple 15 ga. 2%4 4 8 8302.12 DRAFTSTOPPIN6: Not needed for this project. 5 Collar tie to rafter,face nail or 1 %4"x 20 ga.ridge strap 3-10d common(3"x 0.148");or Face nail each rafter 25 2 planks (plank&beam-floor&roof) 2-16d common 3%"x 0.162 At each bearing,face nail 1 8302.13 FIRE PROTECTION OF FLOORS: Not needed for this ( 0.097-0.099 Nail/ 4 e 8 project under Exception 4. to rafter 4-3"x 0.131") 3-16d common(3%" x 0.162");or SPACING O FASTENERS 4-1 Od box 3"x 0.128" or NOMINAL MATERIAL a,n 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ( )� DESCRIPTION OF FASTENER AND LENGTH 3-16d box(3%"x 0.135"); or148") or 2 toe nails on one side and 1 toe 26 Band or rim joist to joist 4-3"x 0.131"nails or End nail THICKNESS Edges Body of panels luminaires shall be IG-rated I/A/W N1102.4.5 with separation per listing. Z 6 Rafter or roof tnass to plate 3-10d common (3"x 0. nail on opposite side of each rafter 4-3"x 14 ga. staples,% (inches) (inches) from Insulation 6" crown (" (inches) (inches) - 4-1 Od box(3"x 0.128"); or or truss' 8306.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32"o.c. Floor underlayment;plywood-hardboard-particleboardf-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 m W V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. V m Z 64-16d box(3 '/2" x 0.135");or v m Ui Z 3-10d common(3" x 0.148");or Toe nail IOd box(3"x 0.128");or 24" o.c. face nail at top and bottom 3d,corrosion-resistant,ring shank nails 3 6 R309.1 6ARA6E FLOOR SURFACE: Garage floor shall be 5-Inch Q �d dJ?IX 4-1Od box(3" x 0.128");or 3" x 0.131"nails staggered on opposite sides (finished flooring other than tile) thick poured concrete sloped 1/4-inch per foot toward vehicle M - - -a U_ O Z W Roof rafters to ridge,valley or hip rafters; or roof rafter 4-3"x 0.131"nails 27 Built-up girders and beams,2-inch lumber layers entry doorway. Q - Z And: Staple 18 ga.,%long,%4 crown 0 0 r 10- 7 to minimum 2"ridge beam 1 „ „ • 2-20d common(4"x 0.192"); or 1 (finished flooring other than tile) 3 6 8310 EMER6ENGY ESCAPE AND RESCUE OPENIN66: It Is the Z LU O C6 (L Z � builder's responsibility to verify that window units supplied p- 1 O 3-16d box(3/2 x 0.135 ) or Face nail at ends and at each splice !4 P �! y em by Q � w 2-16d common(3%"x 0.162") or 3-1 Od box(3"x 0.128"); or 1%4 long x.121 shank x .375 head diameter corrosion-resistant the manufacturer comply with the dimensional requirements for 0- n/ 1 -1 End nail 3-3"x 0.131" nails (galvanized or stainless steel)roofing nails(for tile finish) 8 8 emergency escape and rescue openings where required. ll- Q -1 O 3-10d box(3"x 0.128"); or P O i�- - Q 3-3" x 0.131"nails 1 R311."1 5TAIRWAY5, Interior stairways shall be pre-assembled �- 1 4-16d box 3/ x 0.135 or 1 long,No. 8 x .375 head diameter,ribbed wafer-head screws O W ( )� 8 8 wood units. The maximum riser height shall be 6-1/4 Inches and ty O Q Q Wall for the finish 28 Ledger strip supporting joists or rafters 3-16d common(3%"x 0.162");or At each joist or rafter,face nail ( ) the minimum tread depth shall be inches,plus nosing where Z 1] � 4-1Od box 3"x 0.128" • or Plywood required. Provide handrails per Code. A Q -� 16d common(3%" x 0.162") 24" o.c. face nail 4-3"x 0.131"nails )� � 8312.1 GUARDS: Walking surfaces more than 30 Inches above 8 Stud to stud(not at braced wall panels) l Od box(3"x 0.128"); or 1%4 ring or screw shank nail-minimum 16 o.c. face nail 2-lOd box(3"x 0.128");or 2-8d common 12%ga. (0.099") shank diameter 3 6 grade,and steps leading thereto, shall have guards that Z 3"x 0.131"nails 4 and%6 ( ) conform to Code. 29 Bridging or blocking to joist � „ „ • Each end,toe nail 16d box(3%"x 0.135")• or (2/ x 0.131 ),or 2-3 x 0.131 nails Staple 18 ga.,8,%6 crown width 2 5 Stud to stud and abutting studs at intersecting wall ' 12 o.c.face nail 83122 WINDOW FALL PROTECTION, Windows with sills less than Q 3"x 0.131"nails SPACING OF FASTENERS I g 1► 3 is t /4 ring or screw shank nail-minimum e 24" above finished floor and greater than '12" above grade corners(at braced wall panels) /2,/s, /2 and/2 i 6 8 shall be protected per Code. 16d common(3%2" x 0.162") 16"o.c.face nail DESCRIPTION NUMBER AND ges Intermediate 12/ga. (0.099 )shank diameter 16d common(3%2" x 0.162") 16" o.c.each edge face nail TE OF BUILDING ELEMENTS TYPE OF FASTENERa'b'` Inches h supports`'` 1/ring or screw shank nail-minimum t.R `��*•®f,�*'"' 10 Built-up header(2"to 2"header with%" spacer) (� ) ' SMOKE ALARMS AND HEAT DETECTION: Interconnected ,e�� 1 „ 3 6 smoke alarms,carbon monoxide alarms,and heat detection a'"`" Qdr (inches) I9 s 23 3 12/ga. (0.099 shank diameter .4�` .•aa•• • ��' 16d box(3%"x 0.135") 12 o.c.each edge face nail /2, /, /z and/4 ) alarms shall be Installed at all locations shown on the plans. ,a: .t,�,,.• 5-8d box(2%"x 0.113");or tp Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing Staple 16 ga., 1 '/2 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations Y2"„ ,: . see Table R602.3 3 for wood structural panel exterior wall sheathing to wall framin Hardboardf specified on the plans. 11 Continuous header to stud 4-8d common(2/ x 0.131 ),or Toe nail [ O p g g] 4-1 Od box(3"x 0.128") 6d common (2"x 0.113")nailf 1 %long ring-grooved underlayment nail 6 6 R31'7 HOOD DECAY PROTECTION: Lumber specified IIn the plansXV 3/2" 16d common(3'/2"x 0.162") 16"o.c.face nail (subfloor,wall)' 0.200 4d cement-coated sinker nail 6 6 as pressure preservative- treated (P.T) shall be in raaau. C i;c accordance with A4-IPA UI for the Intended use and location. ?,? V,JJ I Od box 3 x 0.128 or 19 " - ,+ ( 1 " ++) f p g ' I2 Top plate to top plate " 31 /2 1 8d common nail 2/ x 0.131 6 12 Staple 18 a /long(plastic coated) 3 6 Fasteners shalt be hot-dipped galvanized steel,:stainless f, ti � �ti• ( )' 12"o.c.face nail „ steel, silicon bronze, copper or I/2" diameter or greaterF;"< Eit1' E,• �°� 3"x 0.131"nails IOd common(3 x 0.148 )nail;or 6 12 Particleboard steel bolts. Pftr"enttastR'•'` 32 1%" - 1 %4" 8d(2%"x 0.131")deformed nail 4d ring-grooved underlayment nail 3 6 1 R401.4.1 GEOTECHNICAL: Footings and foundations shall rest on m _ '- Other wall sheathings Staple 18 ga.,%long,%6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 DELIti ERED DSC � �' �� 8-16d common(3%"x 0.162");or Face nail on each side of end joint ,: psf. Visual) graded soils that have this load-bearing value 1 /2 galvanized roofing nail, /6 head 6dming-grooved underlayment nail 6 10 13 Double to late splice 12-16d box(3%"x 0.135"); or (minimum 24"lap splice length 33 y" structural cellulosic fiberboard sheathing „ „ 3 6 s t 3 Include 6w 6P-gravel and sandy gravel;6M d 6C-silty and p p p 12-1 Od box(3"x 0.128");or diameter,or 1 crown staple 16 ga., 1 / long Staple 16 ga., 1 /long, /crown 3 6 clayey gravel;5W 4 5P-sand and gravely sand;SM 4 5C-silty 0 each side of end joint) and clayey sand. Unsuitable subsoil material encountered -� 12-3"x 0.131" nails 1 %4" galvanized roofing nail,%6"head 6d ring-grooved underlayment nail 6 10 during excavation shall be excavated and replaced In-situ 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple 16 ga., 1 %" long 3 6 �' s Staple 16 ga., I %long,g crown 3 6 with /4' crushed stone to a minimum depth of 8 Inches or ROBE. O 16d common(3�"x 0.162") 16"o.c. face nail a 1 Y galvanized roofing nail; staple galvanized, 84022 CONCRETE: Basement walls,foundation walls,exterior O _j Bottom plate to joist,rim foist,band joist or 35 % gypsum sheath>ng t „ 1 „ 7 7 walls and other vertical concrete work exposed to the 1/ long; 1/ screws,Type W or S For SI: I inch=25.4 mm. p -[ - 14 16d box 3 Y" x 0.135" ; or 12"o.c.face nail weather shall be air entrained stone concrete with a minimum �/ Q 0 blocking(not at braced wall panels) ( ) galvanized roofing nail; staple galvanized, P 9 P 9 ^ O 3"x 0.131"nails 1 %" g g p g compressive strength of f c-3,000 sI at 28 da s. Porches, 36 %" gypsum sheathings s :+ s ++ 7 7 a. Nail is a general description and shall be permitted to be T-head modified round head or round head. carport slabs and steps exposed to the weather,and garage ' 1 / long; I / screws,Type W or S g p p floor slabs shall be air entrained stone concrete with a O O Bottom plate to joist,rim joist,band joist or 3-16d box(3%"x 0.135"); or 3 each 16"o.c. face nail y g b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'c=3500 psi at 28 days. -� Z 15 2-16d common(2%"x 0.162");or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment ment to framin blocking(at braced wall panel) c. Nails or staples shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. O O - 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 Q - 37 Y4" and less 1 „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. systems shall extend below the frost line, i.e.,to a minimum O Q 8d common 2/ x 0.131 nail Q 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-o below finished grade. ( „); 38 / 1 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. - N � L 1 3-16d box 3/ x 0.135 or 7 ++ _ +, 6 12 R404.1."i BACKFILL, Backfill shall not be placed against N N -1 Toe nail 8d deformed(2/ x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minlmum of -i days. 5roce to O 14 O } N 4-8d common(2%2"x 0.131");or y • p - g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind specs is less than and bottom of wall during backfill placement. N 4-1 Od box(3"x 0.128"); or IOd common(3"x 0.148")nail;or m O= () 4-3" x 0.131" nails 39 1 %" - 1 4" 1 „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using CD O J 16 Top or bottom plate to stud 8d deformed(2/ x 0.120 )nail R502.1 t�tOOD FLOOR FRAMING: Load bearing dimension lumber O V � O O the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneer I - tu Q 3-16d box(3%"x 0.135"); or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVL) shall have a minimum Fb=3,100 psi and modulus J RJ N < Z 2-16d common(3%"x 0.162"); or For SI: 1 inch=25.4 mm, 1 foot=304.8 mm, 1 mile per hour=0.447 m/s; I ksi=6.895 MPa. E=2.o x l0"6. v z0 N End nail R602 WOOD WALL FRAMING: 0 tx u- 3-lOdbOx(3"x 0.128");or Load bearing dimension lumber shall Q ,4 3-3"x 0.131"nails p g be Douglas fir-larch No. 2 or better. Studs shall) be a minimum a. Nails are smooth-common box or deformed shanks except where otherwise stated. Nails used for framin and g Z 0- X (n 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 lumber. v �j 3-10d box 3"x 0.128" • or WALL SHEATHING USED TO RESIST WIND PRESSURESa,b,c „ N ui ( )� 0.192 inch(20d common nail),90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch,alnd 100 8'102.3 GYPSUM BOARD: All Interior walls to be cowered with 1� >. �d 17 Top plates,laps at corners and intersections 2-16d common(3%"x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped,sparkled and painted;unless otherwise m Z w 3-3"x 0.131"nails ULTIMATE DESIGN noted on plans. V Q > b. Staples are 16 gage wire and have aminimum/6-inch on diameter crown width. MINIMUM MINIMUM WOOD MAXIMUM PANEL NAIL "1c Exterior wall covering shall be vinyl siding tested Y Q 3-8d box 2%"x 0.113" ;or c. Nails shall be spaced at no more than 6 inches on center at all supports where spans are 48 inches or greater. MINIMUM NAIL NOMINAL WIND SPEED V R-f03.3 SIDING= � ( ++ ) ,+ . d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertical) STRUCTURAL PANEL FALL STUD SPACING (mph) by the manufacturer for use In high-wind regions and Installed � -I Z } 2-8d common(2 4 x 0.131 ),or y y p pp y' PANEL SPAN SPACING with fasteners In strict accordance with the manufacturers �- O p_ Q p� 18 1"brace to each stud and plate 2-lOd box 3"x 0.128" or Face nail e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). THICKNESS Instructions for high-wind re Ions. Use stainless steel nails for !L ( ), Penetration RATING (inches) Edges Field Wind exposure category9 � Q f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches ) fastening vinyl siding on buildings located within 3„000 feet of 2 staples 1 %4" (inches) (inches) (inches o.c.) (inches o.c.) B C D the ocean line. inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speeds is less 3-8d box(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 s 16 6 12 140 I l5 110 Rb02.1 WOOD ROOF FRAMIN6: Load bearing dimension lumber 2-8d common(2 y"x 0.131"); or less than 140 mph. (2.0 x 0.113 ) for rafters,trusses,roof beams and telling joists shall be 0 r 19 1"x 6" sheathing to each bearing 2-lOd box 3" x 0.128" • or Face nail Gypsum sheathing shall conform to ASTM C 1396 and shall be installed in accordance with GA 253. Fiberboard Douglas fir-larch No. 2 or better. ( ), g. yp g 8d Common 16 6 12 170 140 135 2 staples, V crown, 16 a., 1 4" Ion sheathing shall conform to ASTM C 208. 2.5"x 0.131" 1.75 24/16 /6 8806 ROOF VENTILATION: Soffit vents shall be provided with a g g g ( ) 24 6 12 140 115 110 p h. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required minimum net free ventilating area of k5s of the area of the DATE: DECEMBER 2020 3-8d box(2%"x 0.113"); or vented space within the soffit. Attic Is unvented. blocking and at floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges 3-8d common(2%"x 0.131"); or supported b framing members and required blocking. Blocking of roof or floor sheathing panel edges perpendicular to For SI: I inch=25.4 mm, 1 mile per hour=0.447 m/s. R9o5.2 ASPHALT SHIN6LE5: Asphalt strip shingle wrappers shall 3-1 Od box(3"x 0.128");or pP y g q g• g g p g p � p h � pp the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be be labeled to Indicate compliance wit ASTM D-?I58 Glass 6 a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or A5TM D-3161 Glass F,and shall be fastened in NOTES 3 staples, 1"crown, 16 ga., 1 4" long supported by framing members or solid blocking. g p p pp p y p g p accordance with the manufacturer's Instructions to achieve 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 20 1"x 8" and wider sheathing to each bearing Wider than 1"x 8" Face nail i. Where a rafter is fastened to an adjacent parallel ceiling joist in accordance with this schedule,provide two toe mails on g• P P 9 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 one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe mail on saltwater. 4-8d box(2%"x 0.113"); or Lateral bracing requirements shall be in accordance with Section 8602.10. DRAWING NUMBER the opposite side of the rafter shall not be required. 3-8d common(2%"x 0.131"); or c. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 R10062 AIR SUPPLY: All combustion air for factory-built j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. fireplaces shall be provided from the exterior of the dwelling 3-1 Od 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. P P 9 In accordance with the UL listing. A -7 4 staples, V crown, 16 ga., 13/4" long Wall-16 and plywood siding 16 o.c. shall be used with studs spaced not more than 16 inches on center. THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING 1 „ Load bearing or braced/shear wall JOIST DETAILS Plate nail-16d(0.135' x 3/z )at above must stack over wall below 12"on-center ( ) Load bearing or braced/shear wall above Plate nail, 16d 0.135"x 3 Yz') Plate nail,16d(0.135 x 3Yi') When sheathing thickness exceeds 7/", 2x stud wall at Floor panel nail- /Blocking panel: 1Y"TJ®Rim Board, 1 (must stack over wall below when present) u ALLOWABLE HOLES - TJI® J OIStS ( at 16' on-center g p 1 „ No load bearing Z 0 at 16"on Blocking trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2Y2" at 6"on-center /a TimberStrand® LSL or TJI®joist. g ( ) wall above Min.distance from Table A Min.distance from Table B an hole maybe cut Q Blocking panel: Web stiffener Blocking anywhere in web out- Plate nail-16d(0.135"x 3Y2") g panel: out- 1Y8"TJ®Rim Board, 1Ya" required on both Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT side of hatched zone q at 16"on-center* 1%"TJ®Rim Board, TimberStrand LSL or sides at A2W ONLY both sides at A3.4W ONLY TJI®joist Floor panel nail- Sheathing squash blocks required each side 1 cut or Holt flange. Sd(0.131"x ail- at 6"on-center* boundary nails, at B3W ONLY 1/a"TimberStrand LSL 8d(0.131"x 2Yz")at 1Y4"TimberStrand® or TJl�joist Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. %is" Web stiffeners 6" II O II Z 6" Q B1 B1W required on both v each side at A3. W sides of both joist 6" L 1 2 x D1 D1 Closely grouped round L 2 x L D nail - Toe nail-10d(0.131" j z 2 2 F- 61 When sheathin ends atB4WONLY No nerd cut minimum P minimum Noflerdcut Toe nail, Toe nail, IV'TJ®Rim Board(A3/A3W g 7 12" x 3")at 6"on-center holes are ermitted if10d(0.131"x 3") 10d(0.131 x 3'•) TJIs rim joist only)or thickness exceeds/ , Web stiffeners required End of joists at es NOT hates)n (applies to all holes the group perimeter holes)ner min. cut holes in cantilever hatched except knockouts) meets requirements for hatched than iys•to IL at 6"on center at 6"on-center 1Ya"TimberStrand® LSL. trim sheathing tongue on both sides at 61 W centerline zones round or square holes. zones cantilever For rim board thicker than 13/4" reinforcement. 0 TJI rim joist at rim board and B2W ONLY Web stiffener ® -Attach TJI Joist to rim board with one 10d(0.128"x 3") of support j Toe nail-10d(0.131"x 3") Table A - End Support required on both Must have 93/4"minimum Install proper blocking to nail.Top nail from Til joists into rim board. Blocking panels may be required to q at 6"on-center p P g Blocking panels may be required with braced/shear Minimum distance from edge of hole to inside face of nearest end support z0 N sides at Al W ONLY support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe B2 B2Vt/ 9 P Y q with braced/shear walls above or g - * * joist bearing at ends. Attach A3 A3.1 A3.2 A3.3 j1c PP P g walls above or below-see detail B1 B3 63W 64 B4W Al Al W O AZW nail from side of parallel closure into rim board. below-see detail 61 JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O DEPTH 2•' 3" 4•• 5" 6'/s" 7" 87/•• 11" 13" 2" 3•' 4" 5" 6Y2' 7•• 8%•' 11" 13•' Q rim foist per A3 detail. A3.4 * W N installations specifications see Rim Board Details and Installation in A3.1 A3.2 tA3.3 *For additional installation specifications see Rim Board A3.4 O Nail through 2x_cantilever,wood backer and 110 r-0° r-s^ 7-0° 3'-0~ s-o" r-o~ r-s" z'-s~ 3'-s" a'-s~ t *F�additionalp r g A3W O O Details and Installation in Weyerhaeuser Installation Guide 1Ya"TJ®Rim Board or 114"TimberStrand® LSL. Blocking TJI®joist web with 2 rows 10d(0.148"x 3") , 210 T-0" V-6" z'-6" T-0" s'-6" V-0" T-0" z'-6" a'-o" Weyerhaeuser Installation Guide)or Floor and Roof Framing,TJ-9001. panel 9/2" (� t for Floor and Roof Framing,TJ 9001. Nail with 10d(0.131"x 3")nails,one each at nails at 6"on-center,clinched. 230 1'-6" 2'-0" 2'-s" 3'-6" 6'-6" V-0- 2'-0" 3'-0" 4'-6~ 5'-O" top and bottom flange.Nail to blocking panel Use 16d(0.135"x 3)/")nails with 3Yz'TJI® 360 V-6" 2'-0" T-0" a'-0" V-0- V-6" 2'-6" T-6" F-0" 5'-6" N with connections equivalent to floor panel joist flange widths. 560 r-s" 7-6" 3'-6" 5'-0" T-o" T-o" 3'-0" 4'-0" 6-6" 6'-0" l 6'-0"length of TJI�'oist 8"diameter maximum hole for 11%8'- 1 1 schedule. 110 V-0" 1'•0" V-6" 2'-0" 2'-6" T-0" 5'-6" 1'-0" V.6" 2'-0" 7-6•' 4'-6" 5'-0" 6'-0" # 1- g ) 1/e"TJ®Rim Board 1/a' TimberStrand® 210 1'-0" 11& 7-0" 7-0" 3•-0- T-6" 6'-0" r-0- 1•-6" 2'-6- T-0- s-o- 5'-6- 6'-6" _ t I ' reinforcement and filler ax deep blocking panels;6"diameter LSL.Nail with 10d(0.131"x 3")nails, Attach reinforcement to joist 11'/a" 230 V-0" 1'-6" z'-0" 2'-6" T-0~ 3'-6" 6'-6" V-0- 2'-0'• z'-6" T-6" 5'-6" V-6• T-0" J-1-J 4'-0"length of 8"diameter maximum hole for 117/8'- block.Use 4'-0"length maximum for blocking panels 12"deep one each at top and bottom flange. with one 8d 0.131"x 2Y2") 360 V-6" T-0" 3'-0" T-6" 4'-6- 5'-0" 7'•0" 1'•s" 7-6- T-6" 4'-6" 6'-6" 6'-6" 7'-6" (� 3 " 1 ". 7 ^ 5 or shorter than 12"Ion ( F1 applies to 560 V-6" z'•6" 3'-0" 4'-0" 5'-6" 6'-0~ e'-o- 7-6- 3'-6" 4'-6" 5'-6- 7'-0" T-6- V-0^ /a reinforcement on 16"deep blocking panels;6"diameter with 9/2 and 11/a TJ g' Attach reinforcement to joist nail at each corner 110 1'-0^ 1'-0" 1'-0" 1'-0" 1'-s" z'-o" 3'-0" s'•s" 1'-0" 1'-o" 1'-6" 2'-0" 3'-6" a'-o" s'-o^ s•-o" 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Y2' joists. Do not cut flanges. 11 with one 8d(0.131"x 2/2";i Horizontal blocking uniformly z10 r-o^ r-o" r-o° r-s° 7-0" 2'-6" 3'-6" 6'-0° r-o" r-0" 2'-0" 2'-6- 4'-0" 4'-6" T-6- 8'-6" Web stiffeners 7/a"-16"deep blocking panels;6" sides at E3 deep or shorter than 12•'long. 1%"TJ®Rim Board 1%a" nail at each corner panels between each loaded joists 1a'• 230 1'-°" 1'0" 1'-0" 1'-s" z'-s" 2'-6" 4%0'- 7'-0" 1'-0" V-0" z'-o" T-0^ 4'-0" V-0" T-0" 9'-0" Load from above required on both diameter maximum for blocking Do not cut flanges. joist.Nail to top plate with only. 360 r-0" r-0- V-6" 2'-6" T-6- 4'-0" 5'-6" a'-o" r-o" r-s^ 7-6" 4'-0" 6'-0" 6'-6- 8'-0~ 9'-6" v 1 sides at E1 W ONLY panels 92"deep or shorter than TimberStrand®LSL.Nail with • 12"long. 10d(0.131"x 3")nails,one 12"length of 34" connections equivalent to Wood (k ��` 560 r-0" V-o" 7-0- T.0" a'-s~ s'-0" 6'-6" 9'-0" r-6- T-O" 4'-0" s-0- T-0" T-6" V-0" 10'-0" Y18' Do not cut flanges. 1Ya"TJ®Rim Board or 1Y" each at top and bottom flange. reinforcement on floor panel schedule. backer a eae� 0�\�1� 210 1•.0^ r-0" r-o" r-o" 1-0^ r-6^ 2'-6" T-6" V-o" r•0" r-°" r-0" 7-0" T-0" 3'-6" s'-6^ 8'-0• 11%0" O 230 1'-0" 1'-0" V_0" V-0" V-6" 1'-6^ 3'-0" 4'0" T-0" 1'-0" V-0" 1'-0" 2'-0" 3'6" 4'-0" T-0" 9'_0" 11,_0" TimberStrand LSL.Nail with one side at E5, 12"length of 3/a" , �`tt`e e� cam\ Oop- L16 3so 1'-0" 1'-0" -r-o- r-o" 2'-6" 7-6" a'-6" 6'-6" 9'-0" r-o" 1'-0" r-6" 3'-0" 5'-0° 5'-6" 9--o-110--o"111--6- 1 0d(0.131"x 3")nails,one Attach reinforcement to Full depth vertical both sides at E6 reinforcement on one side �`�a�<�\e tia �go� s6o 1'-0" 1'-0" 1'-0" r-o° z•-6" T-0" 5'-0" T-6° to'-o" r-o" z'-o" 3'0~ 4'-6" 6'-6" T-0" 10'-0^ 1V-0"112'-0- each at top and bottom flange. joist web with 3 rows P c �g l� 10d(0.148"x 3")nails at 6" 9 at E7,both sides at E8 F1 \e _ blocking between a" 5" s^ T• 8^ 1°^ 12" 15^ 1T• a" 5•• s" r• s^ 10" 1z" 1s" n^ Attach reinforcement on-center,clinched.Use 2 each joist 18„ 3so r-o" V-o" r-o" r-o" 7-0" a'-0" 6-6" 1V-o" v-0" r s° 3'-0" a'-6- s'-o" 10'-0° t 11 13'-s" 0 " E7 E8 Less than 5" 560 17-0" V_0" 1'-0" 1,-0.-7-57 a'-6" T-0" 11'-0" 2'-0" 3'-6•' 5'-0" F-6" 8'-0" 11'-0" 12'-0" 14'6" 2x4 minimum to joist flange with 2' tt` rows with 9Y2 and 117/8 Less than 5" squash blocks 0° 8d(0.131"x 22")nails at 6" a�`� I iF T joists. * 20„ 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" T-0" " 4'-6" 8'-0" 11--6-114--0"!15'-6" • to � �Ga WEB STIFFENER ATTACHMENT 56o r-o" r-o° r-o° r-o° r-o" z'-o" a'-s" s'-o" tr-s° r-0" r-s° 3•-s° 5'-0" 7'-0°110'-6"113-4114-4]° 1s'-a" 1%"TJ®Rim Board or 2 `�� on-center.When reinforcing E5 E6 -P- Face grain a'� Ya"minimum CS Use 2x4 minimum squash blocks to 11/4"TimberStrand® LSL. R` both sides,stagger nails. O 23/4"maximum Table B - Intermediate or Cantilever Support transfer load around TJI® gist O O O O horizontal E4 Not for use with 3%2"TJI®joist flange widths 1" l E1 E1 W Nail with 1od(0.131"x 3") E2 E3 (12"for TJI® � Nailing: Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support nails,one each at top and Option#1: 560,560D) See sizes below. Jolsr TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE bottom flange. Apply subfloor TJI®joist blocking with end DEPTH 2"• 3- 4•' 5" 6Y" 7" 8%" 11" 13" 2" 3" 4" 5" 6Y2" 7" 8%a" 11'• 13" EXTERIOR DECK ATTACHMENT pp Y � Web stiffener both sides. adhesive to all blocks installed at Y3 joist-span See sizes below. *With point load from above,and no support 110 2'-0" 2'-6" T-6" 4'-6" 7'-6" V-6" 2'-6" S-6" V-s" 6'-6- Flush bearing plate required. Structural exterior sheathing locations using contact surfaces below,install web stiffener tight to top flange yy2" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" 3'-0" 4'-0" 6'-6" 7'-6-- Hanger '-6" Hanger height must Double TJI®Joist Filler Block: Hanger Backer Block:Install tight Maximum/a overhang two 8d(0.113"x 2Y2") Ti ht fit` 230 2'-6" T-0" 4'-0" 5'-6" 8'-6" 7-0" T-6" a'-6•' 6'-6" T.6" Flashing 9 (gap at bottom flange) be a minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or 360 3'-0- 6.0" 5'-6" 6'-6" 9'-0" 3'-0" 4'-6" 5'-6" 7'-6" 8'-0- sQaP 2Y2"screws, Depth Minimum Web Nailing Requirements sso 3-6^ s-o" 6'-0- T-s" to'-o" a'•o° 6-6" 6'-6" e'-o° s'-o~ of/olsr depth nails when possible. flange with face mount hangers). Treated 2x o Number Nails 110 1'-0" 1'-0" V-s" '-6- 4'-0^ 4'-6" 8'-6" V-0" V.6" 2'-6" 4'.0" T-0" T-0" 9'-6" Clinch nails when possible. - \0`5 aI• typical TJI" Joist Series (in.) Stiffener Size Type ' ledger 13 �� End Intermediate 210 r-o- r-o" 2'-0^ 3'-0" 4'-6" s'-o" s'-o^ r-0" z'-0" 3'-0" a'-s° e'-o" s'-o" to'-o" • ;'••. See fastener 1 1 110 All 5/g'x 2V16"") Ills 230 V-0" 2'-0" 2'-6" T-6" F-0" 5'-6" 10'-0" V-0" z'-6" 3'-6" 5'-0" 8'-6" 9'-0" 10'-6- 1/8 TJ®Rim Board or 1/4" 3 5 "n) 8d 360 2'-0" T-0" 4'-0" V-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 /a"x 2/1' • TimberStrand' LSL 1 sso r-s° 3'-0" 4'-6^ 5'-s^ a'-o° s'-s~ 17-0° 3'-0° a'-s" s'-o" s'-o° 10'-6^ tr-o" 12'.0- Top mount 2' distance(minimum)from Option#2: 230&360 All 7/a"x 2%6"I" (0.113"x 2/Z') 3 3 110 1'4' r-°" V-0" r-°- 2'-0" 2'•6" 4'-6" s'-s" 1'-0" V-0" 1-0^ 2'-6" 5'-°" s'-o" 9'-0" 12'-0" hanger edge of ledger to fastener. 2x_strapping installed at Y3 16d 210 1'-0" r-0" r-0- r-0- 7.6" T-0- 6-6" 9'-6" V-0" r-0" 2'-0" 3'-6" s'-0" T-o- 10'-0" 13'-0" Backer block joist-span locations using two 2 560 All 2x4'2' 1 „ 14" 230 1'-0" r-0° r-0" z'-o" T-6" 4'-0" 6'-0" 10'-6" 1'-0" 1'-0" 2'-6" 4'-0" 6'-6- T-6" 1 r-0- 13'-6- Face mount ( ) 0.135"x 3/2 ) Allowable Load lbs ( 360 1'-0" 1'-0" 2'-0" 3'-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" both sides of web '/"screws per joist,typical 18" 4 4 560 V-0" 1'-0" V-6" T-6" F-6" 6'-6" 9'-6" 13'•6" V-0" T-0" V-0" 7'-0" 10'-0" 11'-0" 13'-0" 15'-0" hanger Fastener 1Ya"TimberStrand® 11/8"TJ®Rim Board g with single TJI®joist LSL rim board 560D 20" 2x4(2j 16d 5 5 210 1'-0" r-0" r-o" r-0" 1'-0° V-0" 3'-6" 6'-0" 10'-0" r-0" r-0° r-0" V-s" 4'-6" s'-6" 10'-0" 12'-6" 16'-0" Option#3: 1 "" yz'lag bolt 610 aso Directly applied ceiling 22"(3> (0.135"x 3/ ) 6 11 16", z3o r-o• r-o" r-o" r-o" r-s° r-o" a'-o" s'-s° 1r-o° r-o" 1'-0~ r-0° z'-s° s-o" s'-o" to'-s" 13'-6. 16'-6 Web stiffeners required if sides of With top mount hangers,backer block required only H3 24"(3) 6 13 3so V•0- 1'-0" V-0" V-0" T-0" 4'-0" 6'-6" 10'-0" 13'-6" 1'-0" 1'-0" 2'-0" 4'-0" T-6- 8'-6" 13'-0- 14'-6- 17'-0" H 1 hanger do not laterally supportat H2 g P O LA q pP When Spec/fled On the layout, one Of W 560 1'-0" 1'-0" 1'-0" ,'-0" 2'-6" 3'-6" 7'-0" 11'-0" 15'-0" 1'-0" V.0'• T-6- 5'-6" 9'-0" 10'-0" 14'-6" O least 3/8'of TJI®joist top flange O for downward loads exceeding 250 lbs or for uplift • Corrosion-resistant fasteners re uired for wet-service a lications. PB1 O O (1)PS1 or PS2 sheathing,face grain vertical conditions.For nailing requirements see page 5,TJ• the bracing options above is required (2)Construction grade or better a" 5•• s^ 7•' 6" 10•• 12•• 15" 17•' a" 5•' s" 71• 6" 10'• 1z" 15^ 17•' 9001, Weyerhaeuser installation Guide for Floor and (3 Web stiffeners are always required for 22"and 24"TJI®560D Joists 18", 310 r-0" r-o" r-0" V-6" T-0" V-0- 9'-0- 15'-0° V-0° V-6" a'-o" s'-6" 9'-0" 1a'-6" 16'-s" Roof Framing, TJ-9001. sso r-o^ r-o" r-o" r-o" 7-0° s'-o^ to'-o" 16'-6" r-o" 3'-s^ s'-o" s'-s^ 1r-s" 1s'-s^ 18'-o^ FASTENING of FLOOR PANELS 360 V-O- r-0" r-0" r-o- V-0" T-0" 6'-0" 1V-0" 15'-6" V-0" V-0" V-s" 4'-0^ 7'-0" 12'-s" 1s'-6" 1s'-o° 2r-o° OL BEAMDETAILS Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 201 560 V-0" 1•-o" 1'-0" 1'-0" 1'-0" V.6" 5'-6" TJI((tl(2) Rim Board 1Yz" TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement of longest side. m lu Z Q Nail Size 110,210, 360 and y4"TJ®Ri I%" TimberStrand®LSL Microllame Parallame 9Y22"or 9Y2"or 14"or 9Y2"or 14"or 18"or T 14"or 18"or • Leave 2"of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. � V t Z BEARING FOR DOOR BEAM TO BEAM BEARING AT Depth 14" Z W and 230 560 Board TimberStrand®LSL or wider LVL PSL T %.. 16"• Z Z Z 11/s" 11 11,1/8'. 16" 20" 16 20' • Tables are based on uniform load tables in current design literature. 'Q � d�-(� BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL , „ , „ 3 „ 3 , - _ .__I 8d(0.113"x 2/z ),8d(0.131"x 2/z ) 4" 3" 6" 4" 3" 3" 3" Filler Block() 2x6+/e 2x8+/a" 2x6+y2^ 2x8+/" 2x12+YZ Two Two Two ((� � Q--I 111 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Z W 1 ® Strap per code if to late 1 "" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 1/s"TJ Rim Board or P P P P 10d(0.148"x 3"),12d(0.148"x 3/a ) 3 6" 4' 4" 4" 4" at the center of the joist span provided that no other holes occur In the Joist. 0 � ,-• '� r Q Z 1%"TimberStrand© LSL or is not continuous over 16d(0.162"x 3%") 6" 6" s 8" 6" Cantilever 2x6 2x10 2x6+%"' 2x10+%"" 2x6+)/2" 2x10+2" Not 1 Q blocking for lateral support header 3 Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing applicable Not applicable - Q ' Z (1)Stagger nails when using 4"on-center spacing and maintain 1%"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long ALLOWABLE HOLES Headers and Beams \} OL �IU- Q LU 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 111 1.55E TimberStrand® LSL Headers and Beams Q- '� / 4_t -�Q Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. s „ s „ s „ 7 " „ plate is not Continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least 1/2"and staggered. (Detail F1 /s or/ /a or/s /a or 1"Net 2x6 2x8 2x12 O _ or H2) 2 x diameter of the _l � < Q (3)With 10d(0.148"x 1/z")nails,spacing can be reduced to 3"on for light gauge steel straps. , A- over column 3 (11 If necessary,increase filler and backer block height for face mount hangers and maintain/a^ggap at top ofjoist,see detail W Filler and backer largest hole(minimum) N O Q Top mount •� (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/8'(to avoid splitting). block dimensions should accomodate required nailing without splitting(12'minimum for backerbiocks and 24"minimum for filler blocks). N hanger (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than I%"(to avoid splitting). Y3 depth Q Face mount Protect Untreated ■Recommended nailing is 12"on-center in field and 6"on along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone y Q Column wood from direct recommendations listed above. •� hanger Contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Guide for Floor L1 L2 L3 See current Weyerhaeuser L4 Concrete and Roof Framing,TJ-9001. O O ■Nailing rows must be offset at least Y2"and staggered. o O literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of V into the TJPjoist or rim board is achieved. 0 0 0 0 0 1He E TimberStrand®LSL y ® Joists must be laterally supported at Header or Beam Maximum Round v Maximum nail spacing for TJI joists is 18"on-center, cantilever and end bearings by blocking Depth" Hole size Multiple-Member Connections for Top-Loaded Beams panels,hangers,or direct attachment to gra 9/ 3" TJl®joist framing does not a rim board or rim joist. 8„ e" 11y4"-11'/8" 4W Fastener Installation Requirements 14"-16" 41j8' Piece #of Fastener require bridging or mid-span E1 General Notes See illustration for allowed)hole zone t,w1��>i�t••••f•.•, blocking e Allowed hole zone suitable for headers and beams with �•.��`'�' 0� R l•;' " Width Plies Type"' Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. yr'��..•••"' q••; sides,stagger fasteners on the second . Round holes only � • • y 10d nails 3" 31�' BEARING AT 12 side so they fall halfway between • No holes in headers or beams in plank orientation. c3�� t :2"• COLUMN 2 12d-16d nails 3 Ya" 2`2' One side fasteners on the first side. Screws 3%"or 3Yz' 2 24" H2 ® ; - DO NOT bevel cut joist Al Other Trus Joist Headers and Beams 10d nails 3" 3(2' Rim board jointcr: . t € 12" Both sides Inside face of wall. O Microllame LVL �,�f �a• f f'- 1 (2, beyond between joists DO NOToverhang '� • *••'°3?P+�+.�;:°` �•".�'•:�' 12d-16d nails 3/q" 2 E2 g seat cuts 1.3E TimberStrand® and Parallam®PSL % •.,;•-A••.^ , 3 3 3 " 1 " Both sides on beams beyond the ins/de LSL hole zone hole zone 2 x diameter of the Y3 depth (P/L'/•e, ,,,�qt& •�9" 1/4" Screws 3/a or 3/ 2 24„ Load must be applied evenly across face ofsupportmember, largest hole(minimum) �E,*a/aa£�"r � '.• 5" One side entire beam width.Otherwise,use DO NOT cut,notch or drill Verify column capacity 10d nails 13' 3" 3(2' One side connections for side-loaded beams. • holes in headers or beams DELI ERED DEC Q � 207D and beam bearing (a) 1 „ (2) 1211 (per ply) d --- except as indicated in L5 length.See current 4 12d-16d nails 3/a 2 0 0 o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides Screws 2 24" Multiple pieces can be nailed or bolted together to CS 6 3/4' One side L8 form a header or beam of the required size,up to a TJI®rim joist Microllam® LVL and Other Trus Joist®Beams 5"or 6" Both sides O maximum width of 7" 1%"TJ®Rim Board or 1Ya" Parallame PSL O Screws 6 3 „ 2 24" One side L3 ® allowed hole zone Header orBeam Maximum Size 3: TimberStrand LSL. p 3Yz 2 /a AZ middle Y3 span 4%8' 1" O � � {- 1 " ' - 5yi' 13/4" bolts 8" 2 24' 13 IlL (1)10d nails are 0.128"diameter;12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss-LOK-EWPTM. B1 L1 d 1.3E TimberStrand® LSL allowed hole zone d 7ya 20" 211 � O O to COLUMN DETAILS) (2)An additional row of nails is required with depths of 14"or greater. (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. H1 See Illustration for Allowed Hole Zone General Notes � � B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O BEAM ON u- COLUMN CAP NAILING AT BEARING (FLOOR) L5 Round holes only � Z B3 • No holes in cantilevers. Q Q TJI®Joist to Bearing Plate Squash Blocks to TJI®Joist • No holes in headers or beams in plank orientation. O Q Q 1Ya"TJI'Rim Board or (Load bearing wall above) Use B1 or B2.f UJ 1Ya"TimberStrand© LSL. One 10d 0.128"x 3" Joist may be shifted up to 3"If P ( ) floor panel edge is supported intermediate bean s F I Ito 1 nail into each flange g Pp B4 � WARNING One 8d(0.113"x 2/2") g and span rating is not exceeded. O with load bearin or Joists are unstable until braced laterally -_� Q Q O nail each side.Drive Do not cut joist flanges. N nails at an angle at Plumbing Drop g Q J braced/shear vtall Bracin includes: Q- Ul least 12"from end. from above • Blocking • Sheathing • Strut Lines P1 End of joists • Hangers at centerline 9 Rim Board • Rim Joist J 0 Q �-� 3Yz'minimum of support L2 I COLUMN BASE 13/4"minimum end bearing intermediate bearing Also see detail B2 W� F single-family applications 5Ya may be required R OL - OLX for maximum H1 _ _ Shear transfer:Connections equivalent capacity O to floor panel nailing schedule O DO NOT walk on joists DO NOT walk on joists DO NOT stack building F,- , y� �' Rim to TJI Joist until braced. that are lying flat. materials on unsheathed lu Z 1Y8"TJ®Rim Board, TJI®560 rim joist:Toe O Additional joist is required if 1Ya"TimberStrand® LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 . Exterior Deck u I ILI P2 ; . ,. LA DONOTusesawn Lack of proper bracing during construction can result in serious One 10d(0.131"x 3")nail TJ flange TJI®560 .. O o Attachment p p g g O /umber for rim accidents.Observe the following guidelines: into each flange floorjoist board or blocking, 1.All blocking,han hangers,rim boards and rim joists at the end supports of the TJI®joists must be completely installed and properly nailed. 9 StructuralIL TJI®210,230,and 360 rim INSTALLATION TIPS •� O sheathingre 9 1 PP 1 P Y P P Y o as itmayshrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This Can also be �- ELEVATED joist: •Subfloor adhesive will improve floor performance,but O after accomplished b a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the ba P P p Y P rY P ( g) 1 Y• COLUMN BASE One 16d(0.135"x 32°)nail may not be required. 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 13/a"minimum bearing into each flange To view Y q O I- p O Safety bracing(1x4 engineered/umber; joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a � Locate rim board joint between joists. worker or one la layer of unnailed sheathing. O f •Squash blocks and blocking panels carry stacked Protect untreated wood O minimum)at Won-center(6' Y g• BEAM ATTACHMENT at BEARING vertical loads(details B1 and B2).Packing out the web from direct contact with See ALLOWABLE on-center for TJI 110 joists)and 4.Sheathing must be completely attached to each TJI®joist before additional loads can be placed on the system. of a TJ Is joist(with web stiffeners)is not a substitute concrete 1Yz"knockouts at O H3 HOLES extended to a braced end wall. 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. ' 6.The flanges must remain straight within 1/2"from true alignment. t' IV'TJ®Rim Board or 1%" for squash blocks or blocking panels. approximately Fasten at each joist with DATE: DECEMBER 2020 ® 12"on-center two 8d 0.113"x 2Y2'")nails minimum Warning:Drilling,sawing,sanding or machining wood products generates wood dust.The paint and/or coating on this TimberStrand LSL. ( product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California �� :,w;:.::,.• •When joists are doubled at non-load bearing parallel (see WARNING). to cause cancer.For more information on Proposition 65,visit .com/inform. partitions,space joists apart the width of the wall for Bearing plate to be P Optional plumbing or HVAC. P3 non-shrink See framing plan(if applicable)or flush with inside face rout Drive nails at an of wall or beam I-)01ST DETAILS 9 One 10d(0.128"x 3")nail each 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 angle to minimize Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved, side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum 12"minimum from end end and intermediate bearing lengths. February 2014 Reorder TJ-4015 DRAWING NUMBER This sheet is intended as a supplement to the Weyerhaeuser Installation Guide for Floor and Roof Framing, TJ-9001, and the Deep Depth Trus Joist TJI Joist Installation Guide, TJ-9006, which should be referenced for additional information. A - a