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45847-Z
��o�OSUtfUC Town of Southold 7/8/2022 a P.O.Box 1179 N 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43226 Date: 7/8/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 660 Sutton Pl., Greenport SCTM#: 473889 Sec/Block/Lot: 33.-4-20 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/10/2021 pursuant to which Building Permit No. 45847 dated 2/25/2021 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 porch, attached garage and outdoor shower as applied for. The certificate is issued to Miller-Ostler Building Corp of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-2079 6/23/2022 ELECTRICAL CERTIFICATE NO. 45847 4/26/2022 PLUMBERS CERTIFICATION DATED 4/20/2022 A�rls Sand 99 u o ze Signature I �o�gUffill/( TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy. • �rh SOUTHOLD,INY . o 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 #: 45847 Date: 2/25/2021 Permission is hereby granted to: Deith, Simon 2 Yennicock Ave Port Washington, NY 11050 To: construct single-family dwelling as applied for per SCHD approval. At premises located at: 660 Sutton PI., Greenport SCTM # 473889 Sec/Block/Lot# 33.4-20 Pursuant to application dated 2/10/2021 and approved by the Building Inspector. To expire on 8/27/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,934.80 CO-NEW DWELLING $50.00 Total: $1,984.80 Building Inspector pF SO(/r�,ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinc@-town.southold.ny.us Southold,NY 11971-0959 OIyCQUNm�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Miller-Ostler Building Corp Address: 660 Sutton PI city:Greenport st: NY zip: 11944 Building Permit* 45847 Section: 33 Block: 4 Lot: 20 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 56 Ceiling Fixtures 15 Bath Exhaust Fan Service 3 ph Hot Water Gas GFCI Recpt 2 Wall Fixtures 12 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 41 Heat Detectors 1 Sub Panel A/C Blower 1 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt G2S Emergency FixturesTime Clocks Disconnect Switches 44 4'LED Exit Fixtures Pump 11 Other Equipment: Fridge, Oven, DW, Micro, Hood, W/D, Mini Fridge, 200A Panel 40Circuit/28Used Notes: New Two Story w/ Unfinished Basement Inspector Signature: Date: April 26, 2022 S.Devlin-Cert Electrical Compliance Form i Town Hall Annex Telephone(631)765-1802 54375 Main Road y. Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971=0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD J U N 2 1 2022 "b�"rT— C.ERT.IFICATI.O.N 0 173 Building Permit No. T ,5 3 y' , Owner: (Ple ,,print) . ..Plumber: . � s. �oP� ...: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. tubers Signature) Sworn to before me this day of ) ,. 2 vIRCenpIe -b iYST9 y� to e Notary Public, �p ..f�- ...;C:c�unty o ,�`� �RyAc, °°°O0°° F�CJ'IRES Dy11 �c� °AjOj°°°eaeevaes►s�'`�y Oct�� �o��q SOGIyO�O # 'r` TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ -] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Mp [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: (u C1fIYP7Cp_ Z/3 �o� Sr�r�z�_�� �z� V L6AT Fop— fid Arc LIT CAI 61,0y4Er �C� �EG�vzp�� tri I3Stiri a .601j- PT&AL Zpwccy Olf/_ S JPAl4-`( row In. kP i L C� ��,�R �� TC-s� �C-s(rLts �/'�✓l�t�z�.�Gs � �f - DATE INSPECTOR �Of SOGIy —- - �o� 06 # # TOWN OF SOUTHOLD BUILDING DEPT: °`ycouatv '' 765-1802 : INSPECTION l ] OUNDATION 1ST �� [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [: ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ]. CTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS:463 1pt Dd h V �f use — v;v Irl� c,`Co F vv W,Cjw ------- C� �w otl. is 01.-0 Qr� Vitt L) DATE � INSPECTOR 1 ✓ �Of SOGTH how o� # TOWN OF SOUTHOLD BUILDING DEPT. �`y�ourm ' 766-1802 INSPECTION - I FOUNDATION 1 ST [ ] ROUGH PL13G. [ OUNDATION 2ND [ ] INSULATION/CAULKING 'FRAMING/§113 _AERLUG. FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL'(ROUGH) [ ] ELECTRICAL.(FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: tlo - t WVM6 • DATE 1 ' ?A INSPECTOR �Z�7 SOF SOUjy �o� Olo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPEC. 10N [ ] 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: DATE INSPECTOR �o,*pF SOUI,so<o 1 1 660 J v l--A L V/ # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND_.. [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ f FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [( ] CODE VIOLATION [ ] PRE C/O REMARKS: -rwo -S=t'bQ.y DATE 2, INSPECTOR lafSOUIy� -- — �� 6 # # TOWN OF SOUTHOLD. BUILDING DEPT. °`�rnuwn � 765-1602 INSPECTION , [ ] FOUNDATION 1ST [ ] UGH 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: Woo& �DW �G ton All%' f IMAAWA :ff,3 DATE '� INSPECTOR ho��OfSOplyo6 L:'S -1 -7 ( Go ISV414/n 'p1A_e' # TOWN OF SOUTHOLD BUILDING DEPT. �ycortm ' 765-1802 INSPECTION [ ] 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) 1, A ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ' DATE 2 Z INSPECTOR �-- Home Energy Rating Certificat6' � cJI� Property HERS ] New Home 1000-33-4-20 Rating Type: Confirmed Certified Energy Rater: Jerry D'Amaro .1 f1' Miller-Ostler Building Corp. Rating Date: 2022-05-03 Rating Number: 2021_006 0 ry 660 Sutton Place Registry ID: 648105798 ,CD a N Greenport, NY 11944 Estimate nnual Ene ""Cost Use MMB u[–`7J dost Percent HERS Index: 50 Efficient Home Comparison: 50% Better Heating 35.3 /$1126 35% General Information Cooling 2.0 $119 4% Conditioned Area 3643 sq. ft. House Type Single-family detached Hot Water 14.1 $327 10% Conditioned Volume 37200 cubic ft_ Foundation Conditioned basement Lights/Appliances 27.0 $1469 46% Bedrooms 4 Photovoltaics 0.0 $0 0% Service Charges $151 5% Mechanical Systems Features Total 78.4 $3192 100% Heating: Fuel-fired air distribution, Propane, 96.1 AFUE. Water Heating: Conventional, Propane, 0.72 EF, 48.0 Gat. 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, 120 cfm, 90.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features Ceiling Flat NA Slab R-0.0 Edge, R-0.0 Under Sealed Attic R-39.0 Exposed Floor NA Vaulted Ceiling NA Window Type U-Value: 0.230, SHGC: 0.300 Above Grade Walls R-20.0 Infiltration Rate Htg: 1524 Clg: 1524 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 Propane Manorville, NY 11949 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-878-7808 Refrigerator (kWh/yr) 570 Clothes Dryer CEF 3.48 Dishwasher(kWh/yr) 269 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: . REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. O 1985-2020 NORESCO, Boulder, C orado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. NY-ECCC 2020 Certificate 660 Sutton Place, Greenport, NY 11944 Building Envelope:lnsulation.-.: ;' 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: 1524 Clg: 1524 CFM50 Duct R-4.2 Total Duct Leakage 40.00 CFM @-25 Pascals Window Data `U-Factor. :, SHG C', Window 0.230 0.300 Mechanical'Equipment 7. HEAT: Fuel-fired air distribution, Propane, 96.1 AFUE. COOL: Air conditioner, Electric, 15.1 SEER. DHW: Conventional, Propane, 0.72 EF, 48.0 Gal. HERS Index- 50 i Builder." Design Professional .." Signature REM/Rate Residential Energy Analysis and Rating Software 06.0.4 Is LIPA Long Island Powe Authoaity 2012 Combustion Safety Testing Form LIPA ENERGY STAR®Homes L/ Certified Home Address: 660 Sutton Place City: Green ini 9 1 2022 Builder Name: Modern Age Home Builders, LLC Builder Tracking# _ >• a I. F. 6-11 Combustion Appliance Zone (CAZ)# 1 of Location of t1tis CAZ: Bas tjgtltf ttlG�,uTfi 0. L (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: May 3, 2022 Outdoors Temp During Test: 55 of CAZ DepressurizationN( OTE:Net Change=Test Pressure—Base Pressure) Base Pressure: 0 pa. CAZ Ambient CO: 0 PPM Test Pressure: -5.4 pa. Appliances/Fireplace Simulated for Test? Yes_ No Net Change: -5.4 pa. If Yes,Total CFM Simulated - (explain in notes) NOTES: Fireplace is a sealed unit with all combustion air from outside. Heating;Sysfern` Primary: Yes ✓ No_ Type: Furnace ✓ Boiler_Heat Pump_Other aciera ` I x Fuel Tvne z Venting Tvpe 3 Drat S alla a S`av Mage Crrcle T e ascat orst.Case atur'al orst Case,. atural Rating: N_P✓ O_E_ N V_M_S✓ - Pa. Pass ✓ Fail_ Pass-, Fail_ - PPM - PPM Yes ✓ Tie: Standard Tank ✓ Indirect Tanldess Size: 50 Style Common Vent❑ Yl,lltei'; elltep°="'.' Primary: q No _ Instantaneous Commercial (See Note 5 below) (Gallons) Stand Alone 91 S z i! g Tyne j Drat Spin llkQe Sills a(Natural) CO endn E tcten 'Fuel Type (Crrcle-Type) ,, .0 - (Pascal) (Worse Case)`, (Worse,Case) ' (IVanrr6l) EF: N P ✓O E N M✓ S - Pa. Pass ✓ Fail Pass✓Fail 6 PPM 6 PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes ✓ No_ Oven CO 26 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmosphenc 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., Commonl 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: JerryD'Amaro Rater Number: 2614397 Rater Signature: Date: May 3, 2022 Ih brm 90106 02 CST Form 2012 Effective 1/1/2012 Corresponds to BHI -2012 r, ,119M/Rate - Residential Energy Analysis•and Rating.,S6ftware 416'.0:4 New York Complliahce*', Cerflfl0te___., Project Title:Nev✓ Home 100&=33-4-20-,E,'_; t Projected Rating:!Based on Plans;=:Field Confirmation Required. Report Date 2021.02-05 Data Filename 2021_00.6_660 Sutton PLP.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 7 Permit Date _ t Heating Type Propane ` Glazing Area Percentage 13% Heating Degree Days 5294 HERS Index 56 Construction Site Owner/Agent Designer/Contractor 'HERS Rater 660 Sutton Place Simon Deith Modem Age Home Builders, LLC DAmaro Engineering Greenport, NY 11944 660 Sutton Place 755 Waverly Avenue, Suite 218 Jerry D'Amaro Greenport, NY 11944 Holtsville, NY 11742 Certification#264.39.7 631-569-4513 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'deviatiori-from:these specificat'6ns'•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 r•; J Passe Performance Path Pass - ,t. 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 ,,,. . , „ it or P,,eri. eter.. ,IkWalue: R-Value; U-Factor.. UA Ceilings Roof 1: R-39 SPF SA 1226 39.0 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid - - 2185 "'15.0` -50 AG Wall 2: R15,FG1,446 ?... 260,,- .<_ _. "15.0 6.0 21 AG Wall 3: R-18 SPF+Rigid 312 13.0 5.0 18 RENVRate=-Residential`Energy Analysis'and!Rating:Software 416:0:4 This'iriforination does dot`constitute'any warranty of-.energy costs orsavings. 0-1985-2020-NORESCO, Boulder; Colorado:- ,I REM/Rate - Residential Energy-Analysis=and:hating.Software;w1:6.0:4,I•.. w New York Compliance Certificate: Gross Area Cavity Cont..-,'5, Glazing.or Door aluVaue U- ator UA Assembly or Perimeter R-Value R- 1 . Fc ; ,� a. .., , , Joist 1: Cond -> ambient 135.0' , ., .-.. ,r . Y v? 2 13.0 5.0' Joist 2: Cond ->garage 23 ti 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 „! If, 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 O.i 70 '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-,'HGC:0.30 <� 21 _ ;) 0.3006, s: Door 3 ,,; r., ,; -22 ,. 0.220 0 r, Infiltration E , 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 r. s 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 codesspecifie 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 Iiste-'d'above,'as modeled meets or exceeds all requirements,of fhe,"� 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 I further attest that I am a certified Home;Energy Rater..and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNEf , Standards. = r I REWRate;?,Residential:Energy Analysis,and,Rati.ng;Software:*16:0;;4 This information does not constitute any warranty of energy costs,or,.,savings: 0;,1985-2020:NORESCOBoulder;Colorado. Page 2 of 3 I I , REWRate - Residential Energy Analysis and Rating Software v16.0.4 Y New. York CompliaC.e r ti f at, zl0 -Zazr Name Title Signatur' Date 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 3 of 3 Energy Code , Inspection Checklist ' Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808 2021-0245 Greenport, NY 11944 Jerry DAmaro ': Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-20 Modern Age Home Builders, LLC,' 2021_006_660 Sutton PLP.CC.blg Date: 2/5/2021 Building Information Conditioned Area (sq ft) 3643 Conditioned Volume (cubic ft) 37200 Insulated Shell Area (sq ft) 6520 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times.the energy features listed below will change in.the field from what has been input in the analysis. DAmaro Engineering's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO:to,ensure that the house meets.the intent of the IECC. Ceilings [ ] 1. Sealed Attic: R-39 SPF SA(1349 s.f.) . R-0.0 continuous insulation, R-39.0 cavity;insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls - [ ] I. Wall: R-20 Batt+Rigid (2185 s.f.), Between conditioned space arid.ambient. R-5.0 continuous insulation, R-15.0 cavity insulation. Name: main Insulation Grade: 1 II III Face / Inset . Comments/Location [ ] 2. Wall: R15,FG1,4-16 (260 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: to garage/attic Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 3. Wall: R-18 SPF+Rigid (312 s.f.), Between sealed attic and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: attic gables Insulation Grade: 1 II III Face / Inset Comments/Location Windows and Skylights Window-to-Wall Area Ratio: 0.13 REM/Rate- Residential,Energy'An'alysis and Rating-Software v-16:0.4 This information does not'constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Energy code Inspection checklist ` - Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-20 Modem Age Home Builders, U.C. ,. 2021_006_660 Sutton PLP.CC.blg Date: 2/5/2021 Windows and Skylights [ ] I. Window: U:0.28, SHGC 0.31 DR (40 s.f., North), U-Value: 0.280, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: D1 Orientation: North Comments/Location [ ] 2. Window: 0:0:30, SHGC:0.31 (45 s.f., North), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W2 orientation:North Comments/Location [ ] 3. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W3 Orientation: North Comments/Location [ ] 4. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled_U-factors, describe features: Name: W5 Orientation: South Comments/Location [ ] 5. Window: U:0.28, SHGC 0.32PIC (16 s.f., North), U-Value: 0.280, SHGC: 0.320 For windows without labeled U-factors, describe features: Name: W7 Orientation: North Comments/Location [ ] 6- Window: U:0.28, SHGC:0.25 (6 s.f., North), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features: Name: W8 Orientation: North Comments/Location REM/Rate,-.Residential.Energy Analysis and Rating Software y16.0.4 This information does not constitute any warranty.of energy costs.or savings. ©.1985-2020 NORESCO, Boulder, Colorado. Page 2 of 7 00- En e* rgy Energy Code Inspection Ch:ecklist Property Organization HERS Simon Deith DAmaro Engineering Projected Rating - 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-20 Modern Age Home Builders;LLC " 2021_006_660 Sutton PI.P.CC.blg Date: 2/5/2021 Windows and Skylights [ ] 7. Window: U:0.30, SHGC:0.31`(15 s.f., North), U-Value: 0.300, SHGC: 6.310- For .310For windows without labeled U-factors, describe features: Name: W9 Orientation: North Comments/Location [ ] 8. Window: U:0.30, SHGC:0.31 (15 s.f., North), U-Value: 0.300, SHGC: 0.310, For windows without labeled U-factors,'describe features: Name: W10 Orientation: North Comments/Location [ ] 9. Window: U:0.28, SHGC:0.25 (9 s.f., West), U-Value: 0.280, SHGC: 0.250 For windows without labeled U-factors, describe features:., Name: W11 Orientation: West Comments/Location [ ] 10. Window: U:0.30, SHGC:0.31 (15 s.f., West), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W12 Orientation: West Comments/Location [ ] 11. Window: U:0.30, SHGC:0.31 (60 s.f., South), U-Value: 0.300, SHGC: 0.310 For windows without labeled U-factors, describe features: Name: W14 Orientation: South Comments/Location [ ] 12. Window: U:0.30, SHGC:0.30 (7 s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W16 Orientation: North Comments/Location REM/Rate- Residential Eriergy'Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020'NORESCO, Boulder; Colorado. Page 3 of 7 4� c Energy code Inspection Checklist: . . ., Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021._006 Rater ID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PI.P.CC.blg Date: 2/5/2021 Windows and Skylights [ ] 13. Window: U:0.30, SHGC:0,30 (7-s.f., North), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe_,features: Name: W17 Orientation: North Comments/Location [ ] 14. Window: U:0.30, SHGC:0,30 (7 s.f., West), U,Value: 0.300, SHGG: 0.300 For windows without labeled U-factors, describe features: Name: W18 Orientation: West Comments/Location Doors [ ] 1- Door: Fiberglass U-0.28 JD (34 s.f.), R-Value 3.6 Comments/Location [ ] 2. Door: Fiberglass U-0.17.JD (20 s.f.), R-Value 5.9 Comments/Location [ ] 3- Door: PCH BSMT (22 s.f.), R-Value 4.5 Comments/Location Frame Floors N/A Slab Floors [ ] 1. Slab: R-0 Paramount(1226 s.f.) R-0.0 perimeter insulation, R-0.0 under slab insulation. Name: main Insulation Grade: 1 II III Face / Inset Comments/Location REM/Rate-Residential Energy Analysis and,Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0,1985-2020 NORESCO, Boulder, Colorado. Page 4 of 7 �r- Energy Code Inspection Checklist Property Organization HERS " Simon Deith DAmaro'Engineering ' Projected Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry D'Amaro Rating No;2021_006 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PI.P.CC.blg Date: 2/5/2021 Foundation Walls [ ] 1. Wall: R-11 Paramount (1032 s.f.), Between conditioned space and ambient/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: main Insulation Grade: 1 II III Face / Inset' Comments/Location [ ] 2. Wall: R-11 Paramount(177 s.f.), Between conditioned'space'and'garage/ground R-11.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: to garage Insulation Grade: 1 II III Face / Inset Comments/Location. Rim and Band Joists [ ] 1. Joist: FF to outside (132 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: FF to outside Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Joist: FF to garage (23 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-13.0 cavity insulation. Name: FF to garage Insulation Grade: I II III " ' Face / Inset Comments/Location [ ] 3. Joist: 2F to outside (113 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-13.0 cavity insulation. Name: 2F to outside Insulation Grader 1 II 111 Face / Inset Comments/Location [ ] 4. Joist: 2F to attic (23 s.f.), Between conditioned space and„attic R-0.0 continuous insulation, R-13.0 cavity insulation. -Name: 2F to attic Insulation Grade: I If III- Face / Inset Comments/Location REM/Rate=Residential Energy Arialysis:and Rating Software v16.0:4 This information does hot constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 5 of 7 Energy code Inspection Checklist Property Organization HERS Simon Deith DAmaro Engineering . Projected Rating 660 Sutton Place 631-878-7808 2021-02-05� Greenport, NY 11944 Jerry.DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PLP.CC.blg Date: 2/5/2021 Mechanical Equipment [ ] I. Heating: Fuel-fired air distribution, Propane, 96:1 AFUE. Make and Model Number. ( ] 2. Water Heating: Conventional, Propane, 0.72 EF, 50.0 Gal. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric,15.1 SEER. •, Make and Model Number Mechanical 0/entilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Balanced, 85.0%Sensible Efficiency, 48.0%Total Efficiency, 115 cfm, 24.0 hrs/_day, 96:0 watts, No ECM Fan Motor. System description(make) Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.60 ACH50 or less at•final'blower door test. (Max CFM50 is: 1860) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 10.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM C 25 Pascals REM/Rate Residential Energy,Analysis and Rating Software,v1,6.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO; Boulder, Colorado. Page 6 of 7 r i y Energy Code Inspection Checklist Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PI.P.CC.blg Date: 2/5/2021 Duct Leakage Code Requirements for IECC 20091ECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage<=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Dotes 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 7 ` Building Summary Property Organization HERS Simon Deith DAmaro-Engineering Projected Rating 660 Sutton Place 631-878-7808 2021-02=05:i, Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PLP.CC.blg `Property/Builder Information y Building Name New Home 1000-33-4-20 Owners Name Simon Deith Property Address 660 Sutton Place City, St, Zip Greenport, NY 11944 Phone Number Builders Name Modern Age Home Builders, LLC Phone Number 631-569-4513 Email Address Plan/Model Name Vanderbilt 2-L-F Deluxe Community/Development Local subdivision.. Identifier/Other 416-ad Organization Information Organization Name DAmaro Engineering. Address 20 Mariposa Lane City, St, Zip Manorville, NY 11949 Phone Number 631-878=7808 Website www.damaroengineering.com �Rating/RESNET'Information Provider ID 1998-072 Sample Set ID 00000000 Registry ID Registry Date Registered Raters Name Jerry DAmaro Rater's ID 2614397 Raters Email jdamaro@optonline.net Last Field Insp 2021-02-05 Rating Type Projected Rating Reason for Rating New Home Rating Number 2021_006 Rating Permit Date 03/01/2021 REM/Rate- Residential.Energy Analysis and-Rating Software v16.04 This information does not constitute any warranty of energy costs•or,savings. ©1985-2020 NORESCO, Boulder;Colorado. Building Summary Property Organization HERS Simon Deith DAmaro Engineering, Projected Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PI.P.CC.blg General Building Information Area of Conditioned. Space(sq ft) 3643 Volume of Conditioned. Space 37200 Year Built 2021 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->garage/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 Foundation Wall: R-11 Paramount Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 11.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall Exterior Insulation R-Value 0.0 REM/Rate- Residential Energy Analysis and Rating Software.vl6.0.,4 This information does not constitute any warranty of energy costs or savings. ©1985=2020 NORESCO, Boulder, Colorado. Page 2 of 13 Building Summary Property Organization HERS Simon Deith DAmaro Engineering Projected'Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry D'Amaroi Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders,-LLC 2021_006_660 Sutton PLP.CC.blg Loundation Wall.Library List Ins top 0.00 ft from top of wall Ins bottom 0:00 ft-below grade Note JD, Blanket Wall Slab'rloor 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 Slab Floor.Library List Slab Floor: R-0 Paramount Slab Covering None Perimeter Insulation (R-Value) 0.0 Perimeter Insulation Depth (ft) 0.0 Under-Slab Insulation (R-Value) 0.0 Under-Slab Insulation Width (ft) 0.0 Slab Insulation Grade 1 Radiant Slab No Note JD Rimgand 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 bbve-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/Kate--Residential Ener&A6alysis.-and!Rating Software v16.0.4 This information does not-constitute any warranty of energy costs or-savings. 0 1985=2020 NORESCO, Boulder, Colorado. Page 3 of 13 Building Summary Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808. 2021-02-05-- Greenport, 021-02-05 -Greenport, NY 11944 JerryDAmaro Rating No:2021_006, Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006 660 Sutton PI.P.CC.blg jAbovlAbo e-Grade Wall���� 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 7,Residential Energy,Analysis and Rating.5oftware.v1.6.0;4 This information does not constitute any warranty of energy costs or savings. 0 1985--2020 NORESCO, Boulder, Colorado. Page 4 of 13 Building Summaryk Property Organization HERS Simon Deith DAmaro'Engineering Projected Rating 660 Sutton Place 631-878-7809-';, 2021-02-05 Greenport, NY 11944 Jerry D'Amaro' Rating No:2021_1006 ` = RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders, LLC. = j' 2021_006_660 Sutton PLP.CC.blg -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' ,. Overhang Interior Adjacent- Name djacent"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 AGWall 1 North 0.280 0.310 40:00 1.0 11.0 18.0 0.85 0.70 None': None W2 AGWatl 1 North 0.300 0.310 45.00' 1.0 11.0 16.0 0.85i s 0.70:' None -:,None W3 AGWalk 1 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• 16.00c' 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 AGWalt 1 North 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None ' W10 AGWatl1 North 0.300 0.310 15.00 1.0 1.5 6.5 0.85 0.70 None None W11 AGWall1 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 AGWaLL 1 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 Fn8Wall1 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 AGWaU 1 34.0 0.222 3.6 No to garage Fiberglass U-0.17 JD AGWalt 2 20.0 0.147 5.9 No bsmt-to-outside PCH BSMT FndWall 1 21.6 0.182 4.5 No REM/Rate=Resideritiaf Energy,Analysis'andlRating•-Software•w16:0:4' This information does'not constitute any warranty of energy costs'or savings. Page 5 of 13 ©1985=2020'NORESCO;Bouldei;�Colorado.' Building Summary Property Organization HERS Simon Deith DAmaro Engineering, Projected Rating, 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry.D!Amaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders,_LLC 2021_006_660 Sutton PI.P.CC.big LRoof Information, Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or . Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation main R-39 SPF SA 1226.00 1349.00 Medium No Sealed 0.035 No No Attic iRoof Library List 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.y16.0;4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder, Colorado. Page 6 of 13 Buitding Summary Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders,,LLC 2021_006_660 Sutton PLP.CC.blg - NlechanicaLEgUiDment 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 distribution Fuel Type Propane Rated Output Capacity(kBtuh) 64.0 Seasonal Equipment Efficiency 96.1 AFUE Auxiliary Electric 426 Eae Note Lennox EL196UH07OXE366 " Number Of Units Location Sealed Attic Performance Adjustment 100 Percent Load Served 100 DHW: Prop,ST;508,.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 J COOI:�JD.,15.1 SEER,,34.8K REM/Rate-Residential Energy•Analysis and Rating-Software V16.0.4 This`information does not constitute any warranty of energy costs or saving's: © 1985-2020 NORESCO, Bouldei, Colorado. Page 7 of 13 BuildingSummary Property Organization HERS Simon Deith DAmaro Engineering- Projected Rating, - 660 Sutton Place 631-878-7808 ;- 2021-02-05., Greenport, NY 11944 Jerry,DAmaro Rating No:2021_006 Rater ID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modem Age Home Builders, LLC. . 2021_006_660 Sutton PLP.CC.blg Mechanical 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 dwhrWhinletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate.—Residential.Energy Analysis and Rating.Software.v1,6.0.4 This information does not constitute any warranty of energy costs or.savings. 0 1985-2020 NORESCO, Boulder, Colorado. Page 8 of 13 Building Summary Property Organization HERS Simon Deith DAmaro Engineering Projected Rating, 660 Sutton Place 631-878-7808 - 2021-02-05: . Greenport, NY 11944 Jerry DAmaro' Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33.4-20 Modern Age Home Builders, LLC- 2021_006_660 Sutton PLP.CC.blg Duct_Systeix>Is -_ _..__-� - ___.._.....�... ,.._.�..��. .:�...• ..�..�.__ �.,___�__...a.�._ _ _ --.� Name main Conditioned Floor Area(sq ft) 3643.0 #of Returns 2 Heating System Prop Furn;64,96%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 14.2 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 and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985=2020 NORESCO, Boulder;Colorado. Page 9 of 13 Building Summary ` Property Organization HERS Simon Deith DAmaro Engineering Projected Rating., 660 Sutton Place 631-878-7808. 2021-02-05 Greenport, NY 11944 Jerry DAmaro _ Rating No:2021_006- Rater ID:2614397 06RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PLP.CC.blg In l ation 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 i 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 Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. ©1985-2020 NORESCO, Boulder,,Colorado. Page 10 of 13 BuildingSummary Property Organization HERS Simon Deith DAmaro Engineering Projected'Rating 660 Sutton Place 631-878-78082021-02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PI.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. 0 1985-2020'NORESCO, Boulder,'Colorado. Page 11 of 13 Building Summary Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808 2021-02-05 Greenport, NY 11944 Jerry DAmaro, Rating No:2021_006. RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders,.LLC 2021_006_660 Sutton PI.P.CC.big Mandatory Requirements 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 and Rating Software v16:0;4 This information does not constitute any warranty of energy costs or savings-.- (D 198572020 avings-:©1985-2020 NORESCO, Boulder, Colorado. Page 12 of 13 Building Summary Property Organization HERS Simon Deith DAmaro Engineering Projected Rating 660 Sutton Place 631-878-7808 2021.02-05 Greenport, NY 11944 Jerry DAmaro Rating No:2021_006 RaterID:2614397 Weather:Riverhead, NY Builder New Home 1000-33-4-20 Modern Age Home Builders, LLC 2021_006_660 Sutton PI.P.CC.blg j'DOE Zero Energy Ready Home T� Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. Active Solar System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO, Boulder, Colorado. Page 13 of 13 EPvTtF1CA � OAF 11 T �U LATJON � i3v For the 1611"trig home: STREET ADDRESS CITY - T'ATE ZIP R-VALUE THICKNESS JUN 2 1 20 o` -3 ' Walls, P1p7 7� y T. I /�/-//J,� 3 I : I G. %� v#-.dal f�rl' i1.3 - - Basementf !/ W L5 .. tel . 'Qfher. The.undersigned csrtifies ttiat Knauf InsUlatdn Ofoduets,;hi VO been installed in,accordanC with"the ManUfacturet's-tecommendeci applications�fdrthese products: INSTALLING`.COMPANY --� - - STATE LICENSE _... STREET-,ADDRESS CITY STATE ZIP 'SIGN ATE i��'�•�� a••.•• � 4(NAt►F.1N3ULATi©N,INC. ���0 r d� One Knauf,Drive Contractor's Submittal _� _ "Sheltivville,IN 401,76 Material approved for use in project. Technical Support 660 Sutton Place,Greenport .-b (3t1 398-4434 ext..8327 Approved by D'Amaro Engineering and Surveying,P.C. �! Ird9�••�•QAq.•�,pe ; .,09krtsanc JJ/I�dlitri6lOt�� 41-20 CHECKED MAY 0 3 2022 c�:zazo:K�a�f Ins�r�tean,Ing: DATA SHEET > 'l Basemwf WWI Insulation U - _ with;ECOSE° technology �rz?a rtiF woRtn;�iii€rr�, DESCRIPTION' .yn�tl i sCO{�TRAC #9R hfGlnr ' ,. Basement Wall Insulation fs a fiberglass t?lankef.laminated toMR r , s a'perforate'd facmg�tliat Gait be.left exposed:_It issalso�availab{e �'°J06 `,.,� ' �„� �� `�' .� t �, � `"`� x unfaced;forvon=exposed areas..such as•ccaw!spices, tt;gives your ;E `I Y{ x;.e t • the flexifsilityto:appiy ffie.insul2tion horizontafly,or ciertic�Ily, which=allows for-,.., r:kcalf=wall.arfup-walk. Perforated,facing_: is:'resommendedI.for the majdnty of basem6ht:W6-ll applidatiops:, to 6 ` a ° • TheperforatQns in.tliefacing allow:moisture to.pa5s through the: matenai;.�etiucirigthe piassibthty of'condensate nstiring 1 "a 1i :a• r r •a r a w •e s a• prape thermaLperfo[mance. ®� N r/9z 0. ��'� ^ e a f • 0 1 A . a Or aBPI.ICAiION `���� �� •�� New.'ctilnstruction`ar for'fetio� SP,E CIFICATIoN COMPL-IANCNN •` a Ct�Q O��i a t 1 e ;a 1 o • ,ASTM 0665 ���,4P, ��>� •�`9;��$�pS'o�` . . . Y?` Type=ll,Glass A,-Gategory-1 l �1 a• a 1e .. i e • IECGCode:fnr a continuous=R=value wl#h a-Class A'Fire= - tatiiig`wif:_h.no:fuTther tribdi€ida#iori , , ,,, Il�ra aR AiR;c i aLiTY • .EUOEB-Certifita Contractor's Submittal Material approved for use in project. 660 Sutton Place,Greenport Approved by D'Amaro Engineering and Surveying,P.C. varWO Cint� x-48°-x.60' .._ - . S "Perforated(White CHECKED MAY 0 3 2022 °P..rgp�e rfy'(Unit� . •�.- _T P acs Eorrosiveness AS?M_.C665;_ Does'riiit accelerete:eorrosion nfsteel `Therm alya166 ASTM 46 T8& R-11 ,EombU§tlbiiTty 136. Non-combustible_(insulation only)__ _ Surface Burning;Characteristics -ASTM`.E84` 2515©> (Vame.sp(ead/smoke:developed?- `The ABTW584standard!s usedsotety..tn m� ureand: mi,pcdupp�)# speilarn un_drcdh ialedre ,la7 rdt4ry cdndliians::TNis nuincrical'flamespiead is vat idteniteil to ruilec[hazards Or- ted by this,'of ny o.heYmaterlal finder acfual,firs-c-0--d dn,& R-WILUE WFORMATION. Insulation,is specified-by itsihqrn I res' Rwvalu Hit 1.` p 6%aft'resisfande to fie5fflo�wThe higher tftelrVal'uiie;"tJ! gr0a te'cure-a 24 x.2J urrl-6g:9 ri ,Wlzontallry•to We side:'of- the the 110sti.lating-p9wer.Theamountof-insulati.onlyou need deperids --silLoWd mainly o--n`--c'l-fratb7,,type bf'I`featingI"(ga§,-oil,_electricity}yoU use; 'Fasten-a second furring-- trip:horizontally_bgnepf h tate first-- and- h hou u .!he,-.Arq@ Of.t e se The U-$-� 10�4pti 'oo-e.b�th�,,Mdth�bfthdinsulation`� 15' you plan to ins late. eing ins a of Energy has,etta.011.6lied rie-66m' mended insulation the,insulation out Onthq floor -,cyttljpg it'to the;length. R-Value*,for Tdittitict parts.of the-couhty,:or insujati6n z666t; A. Plate -thd.,ihsuldfbb.6etWddfi'th-e:fuftihgsteips..and faten if you live�,6h:the,-border b6tw'e'lih two i66es-, chb6se,the-highpr 7the-4- !Iqngeso : the 21 x 2 acing, t -,"--pt t 'and bottom,,making- rather , is*.-bn,ahs,e-xp "ide. Full-Wall 2= lace i0olkation 'r6llow fiirst-lwo steps of half-valf.appliaiion. 6lly4ppr0-x-RiA6lY -I' i, Nail'an"Wdr furriijg-istrip�hcirizon ► A s ;. above thefloor.. Ct insulatin toleFf#h'and'f4stenins-ul-t--q- 'toltd-furring- strIps'ptt4q top:anO bottom-of,, 46thUsulatidn'.sddtidr!s. Note . .... .... . CHECKED MAY 0 3 202 2 PH Trihmifigdi"the second oi'66ftomiftshation !ikti6if may be needed=to fit betmorf'the-low6f--fuffihg-4trips.tb'att7orihiddate izd? 'any variations tin site. Contractor's Submittal Material approved for use in project. 660 Sutton Place,Greenport Approved by D'Amaro Engineering and Surveying,P.C. !0 0 6 A: 0 ASS D' R-51R43 -5/R--i-3, F?.I0/R-13 R-10Mzf3 9 ibIR-I Pi 1140/1343- Rilo/R-'13�, fz-,l Wfz;-I si R45/A4§ R:- R4 5/kzi 19 CERTIFICAT110 Nt ' 0 I MIM a.The first 11-Valueappllds td continuous intulation,,the second to framing cavity Insulation;eithu Insulation Tee5 filer difOrntint. I - 'shall be,permltted 10.136 met With R=13'cavity insulati6n)6 the inter!gr of sernent wal plug R--.5-continuous insulated sheathing on the. t'&r -ine or exterioubt the home.TWIM-13'rneah!�-R--10 continuous l6s*ted sheathing ,bn.the inlehor oreklifiar dr the home or R-fi cavity insulation at fhe-interior of,tile basement wall. Check_W th yOuj',K ' f]nSUlitiort Te4e nail Itari Ma p n'a er-t"o ensure Intormation-is current, ANAUF INSULATION, INC,, Qfie:Knauf Drive -tfie t4lr!61,ond iihy.sical pr6iikes'sof this product represent:average values: deierrrinc44waccordanc i Accepted Natiotnod rrs- She)�Yyille 114,461-76 The'datia is ikh6hrfe-I manif acturing variations The data Is'iupplled-pS,a technical service and'is subject to change without-notice,References to nurnerical flame oreact ratini;*44 not fnt t0id ln;repect hamids:prM—6led-hy th,eio o-T-any,, taw)308-44j44&8727 a 4terials finder actual Vre,conditions this product"Is.c6ered by,00e at more UAandIGY other.paients. See e6 Pa �fr Mprainulan.&�ml, 03-20 Visit kh;iutnd tqjurn niore- 112020 Knauf Insulatibn,Inc:. i 'FOUNDATION (2ND) IN Me ROUGH FRAMING& PLUMBING � r �INSULATION PER N.Y. F!,0- � 1 aWZTW ! c HT EWA EGO ADDITIONAL COMMENTS 1���_ I��•, �. I l TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 hqps://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: E B 10 2021 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. Date: OWNER(S),OFPROPERTY: Name: 7 Project Address: CA M I I(-ell, SCTM#1000 s: ( . SHlOn" lace 6r--6e Kjoo y Phone#: 0 7 Email: pt�+eE(@ M 6aw Can Mailing Address: X&er- -Aye � Ju 9- 14-s v I (,e N\H I-74Q- CONTACT PERSON: Name: Mailing Address: I34 Saw) o' bir. , -0 Phone#: 5001- L4 V-4 Email- Te no it DESIGN PROFESSIONAL INFORMATION: Name:a '&"o E on 14)-eey-cr-2, -J e Lc- Mailing Address: 94q Phone#: (p 31 '27,R- -79-0 —TEmail: v, l- e)4e Pf-6 0)1'e CONTRACTOR INFORMATION: Name: Mailing Address:T bro Y, "A I +Vbkbf00L. OY 11 -7q-1 Phone#:V' >I_7V 7—0 FO-7 Email DESCRIPTION OF PROPOSED CONSTRUCTION , ewStructure OAddition CAlteration []Repair DDemolition Estimated Cost of Project- Other _J)r0.00-yJ $ `3004060 . ()b U U Will the lot be re-graded? E]Ye4No Will excess fill be removed from premises? E]YesyNo .,Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r� * this property? ❑Yes*hJo IF YES,PROVIDE A COPY. heck Box After Reading: The owner/contractor/design Professional is responsible for all drainage and storm water Lwm as provldtd by Ch®pter M of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the Luutnca of a Buildfg Permit pursutnt to dN RUIldinj Zone Ordinance of the Town Of Southold,Suffoilr,County,New YoA and ocher applicable Laws,ordinances or Regulations,for ft construction of buildings, addlWas,alterations or for removal or demolition as hereln described,Tia aWkant agrees to comply with all applicable laws,Ordinances,butWbV code, hm*ing coda and rep-40low and to admit audrorind WPM=an Premises and In buildWol for necessary kapectimm Fatso stawmmto mado Merin m punishable as a Class A misderrmrw purnant to Section 410.45 of tho f tw York State Pena!Law. Application Submitted By(print name): j\ -tj-e(- 2��-S Authorized Agent []Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF 1 21" in() being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the CM eA&— (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is my authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Swor.n before me Is day of 20� Notary P blic JAMIE FRANCIS Notary Public,State of New York (/IV Reg. No.01 FR6112394 Qualified in Suffolk County _PR OPERTY OWNER AUTHORIZATION Commission Expires July 6th,20®(Wliere the applicant is not the owner) i, b ILLS RL 05TL'j- BUI LO 146residing at 7.SS WO-ye rly -AYt' V�-Lke- r / ---r-- Y l)�{ i N j 1)7#d-do hereby authorize ��f�Yl/ ✓ ��� to apply on my behalf to the Town of Sout Id Building Department for approval as described herein. �lJZ� /z l Owne s sig ture Date t' I 1, 0 C.-H, ,,- -B t t Print Owner's Name CONSENT TO INSPECTION ILLEQ ©s ( Lr P, P-)V(I- ffa Ccs:the undersigned. do(es) hereby state: Owner(s)Name(s) . That the under-')ned (is)(are) the owner(s) o the premises n the Town of Southold. located at �� 0 which is shown and designated on the Suffolk County Tats Map as District 1000. Section� = Block V. Lot . That the undersigned (has) (have) tiled. or cause to be tiled. an application in the Southold Town Building Inspector's Office for the following: _{_ l_ St- C,�c1S� t` , 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 decm 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: (Signature v)(L� taint Name) W (Signature) (Print Name) BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD T Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 �44 �a0vt Telephone(631) 765-1802-FAX(631) 765-9592 Temporary Certificate # Date (i 2021 Customer Name lild4f , I-P Electrician Name hep Address ^, Phone S�s� e-mail e-mail Phone License# Size_V0 A Phase Id Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9 f�th Authorized by n D OFFR C AUG 2 5 BUILDING DEPARTMENT- Electrical Inspector ,�0 dGy TOWN OF SOUTHOLD ySOBo,DINGD all Annex 54375 Main Road - PO Box 1179 OF Southold, New York 11971-0959 ,fj p Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(a southoldtownny.gov - seand(ab-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9 3m I Company Name:Pm6o G`eCA11• Gntyp -na In Name: Mae I v License No.: email: r YV-1 . Phone No: '6t- JL4-a09% ❑I request an emait copy of Certificate of Compliance Address.: ,alt iFMuJ4n RWck - MoriCkyN t G'3 JOB SITE INFORMATION (All Information Required) Name: 0 r- Q 5+ -r at 1 dt cor Address: &tpo Sut -Pb C reen port N I I Cross Street: Phone No.: 1-5 -L4S13 Bldg.Permit#: y 5 Sy 2 email: elero mcdemmp, Tax Map District: 1000 Section: Block: L4 Lot: bf BRIEF DESCRIPTION OF WORK (Please Print Clearly) Vkb N St? W1 Check All That Apply: Is job ready for inspection?: 96YES ❑NO QfRough In -]Final Do you need Te a 'fic- e , ISS [:]NO Issued On Temp Information: (All information required) Service Size Ef1 Ph ❑3 Ph Size: ��A # Meters I Old Meter# 0 fo New Service ❑ Service Reconnect ❑ Underground Zoverhead # Underground Laterals [:]lE]2 ❑H Frame❑Pole Work done on Service? Y ❑N Additional Information: PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx � v �g11ffQ[ A�� 2 5 202 - BUILDING DEPARTMENT- Electrical Inspector; TOWN OF SOUTHOLD C= s` �-JJgf�IVrXDV� n fall Annex -54375 Main Road - PO Box 1179" CM . i t O 80T Southold,-New'York 11971-0959 y p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.gov - seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: Company Name: Name: a,(b IIJ License No.: -r AE email: 'Phone.No: lj,-61L{-aq% ❑I request an emait copy of Certificate of Compliance Address.: al f7rouj4n RWck M o f N1 I1 CA'-6 JOB SITE INFORMATION (All Information Required) Name: 00 r- b4 eir , t �r Address: &U0 Sutkyn Qlace ' - NA I I ' Cross Street: Phone No.: x,151 -L4S13 Bldg.Permit#: y 5 SLJ2 email: �2r n irYy�,�orn Tax Map District: 1000 Section: Block: L4 Lot: 2,0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) Q,v�l "b LA Cne_ w1 vPXy t uw Check All That Apply: Is job ready for inspection?: S&ES [:]NO Rough In ❑Final Do you need a Temp Certificate?: QfYES [:]NO Issued On " Temp Information: (All information required) Service Size Zf1 Ph ❑3 Ph Size: `�A # Meters Old Meter# Q •,E New Service ❑ Service Reconnect Underground Overhead``'_ # Underground Laterals ❑1 ❑2 ❑H Frame ❑Pole Work done on Service? ZY ❑N Additional-information: PAYMENT DUE WITH APPLICATION \ctrical Inspection Form 2020.xlsx " i � Town Hall Annex . ';,� . Telephone ne(631)765-1802 54375 Main Road a° Fax(631)765-9502 P.O.Box 1179 Southold, NY 11971-0959 . BUILDING DEPARTMENT ' E NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED_ WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION ' Date: Owner: as �U; w Location of Property: C-P. a 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) E in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: 4ZJ 'Ik�� Name (person (Umitting this L�): ✓ �-Y Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 Scott A. Russell ° � S'7CO]KlMMA' IER. SUPERVISOR \GEM]EN`7C- SOUTHOLD TOWN HALL-P.O.Box 1179 '53095 Main Road-SOUTHOLD,NEW YORK 17971 -'own ©f `autho l l H i' 'EJB X316 - �'�d�lt 'VVAZ' R.IVLAN:A.�EIO!.�Erl',T w0 ,SHEET ( TO BE COMPLETED BY THE APPLICANT) DoES THIS . PROJECT I1VVOLVE~:.�,NY OF TIME +FOLLOWING mi= ALL THAT APPLY) , Yes No OW A. Clearing, grubbing, .grading or st'ipping of Iand which affects more i than 5,000 square feet of ground surface. 1 ElB. Excavation or filling involving more than 200 cubic yards of material within anYparcel or any contiguous area. F l [� C. Site preparation on slopes which exceed 10 feet vertical rise to ; 100 feet of, horizontal distance. Vj D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; ? erosion hazard area. Site preparation within the on6-fiundred-year fl.00dplain�as depicted , -'0xr F'IBf any-watercoTrrse-� -P- `I� F. Installation of new. -or resurfaced impervious surfaces of 1,000 square ; + feet or more, unless prior approval of a Stormwater Management �-- ; Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above,STOP'. Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter,236 does not Apply to your project. If you answered YES to one.or more of the above, please submit Two copies of a'Stormwater Management Control Plan and a complcted Check List Form to.the Building Department with Yoiu Building Permit Application. S.C.T.M. *: 1000 DSte: APPLICANT: (Property owner,Design Profession(Agent ontractor,Other) DBtr NAM3-3 E 52�nt ( P�S Section Block Lot FM k) I hal FOR BUILDJNG'DEl'ARTJ1�JGiNT' USE ONLY Contact tnformatiort 10 / T [ Reviewed By: _ — — ^ — — — ` — _ — Date: Pro "eil -Add.re5; Location of Construction Work_ 0 — � -Aprl provcd�-for proccsaiiig BUil�diyPernstt-'y — Aar ® tormwater Management Control Plan Not Required, ElStormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM " SMCP-TOS MAY 2014 I i ' APPLICANT; S.C.T.M.$: 1000 t CHAPTER 236 ( I (Property Owner.Design Professional,Agent,Contractor.other) -- } -I C23 Zo ftrmwatpr MgR9 int Control Plan CHECKLIST NAME; ���11 L ill L-� C]S sectwnBlock tit =z SMC P -Plan Requirements: Provide ONE copy of the Buil Ing Permit Application. Date: i The applicant must provide a Complete Explanation and/o Reason for not providing �g o9- — 9— >' q1 sil laformation that has been Required by the following Chec IIA .puunr - 1. A Site Plan drawn to scale Not Less that 60'to the inch MUSTIf You answered No or NA to any Item,Please Provl a Justification Here! show all of the following Items: NO' NA If you need additional room for explanations,Please :>rovlde=additIona l Paper. a. Location & Qescri tion"of Property Boundaries = b. Total Site Acreage. 4 C. Existing -Natural& Man Made.-Features within 500_ L.F. of the Site Boundary as required by§236--17021. ,. . d. ?est Hdlg Data Indicating Soil Characteristics&Depth to Ground,Water. e. Liniits of Clearii-ig&.Area:of Proposed Land Disturbance. (. .Existing& Proposed"Contours of the Site (Minimum z-tntervaW g. Location of all existing& proposed structures, roads, J driveways, sidewalks,drainage improvements&utilities. i 1 h. Spot Grades& Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. I j Location of proposed Soil Stockpile Area(s). j k. Location of proposed Construction Entrance/Staging.Area(s). I. Location of proposed concrete washout area(s). I M. Location of all proposed erosion&sediment control-measures. i 2. Stormwater Management Control Plan must include Calculations showing that the stormwater improvements are sized to capture,store,and Infiltrate on-site the run-off from all impervious surfaces generated by a two(21 inch rainfall/storm event. t 3. Details 8 Sectional Drawings for Stormwater practices are rrqulmd for approval. items requiring details shall include but not be limited to: S a. Erosion &Sediment Controls. b. Construction Entrance&Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc) � d. Leaching Structures (e. .infiltration basins,swales,etcl t3•" FOR ENGINEERING DEPARTMENT USE ONLY _ _. . . .�.- 1 _,_���- -. -- __._r.._...._,.___.._ ._�,� _. - • Additional Information is Required. Reviewed & Stormwater Management Controf Pl a°n is Not Complete. Approved By: _ - -- - — — — — — — - — — — — -- l Stormwater Management Control PI n is Complete. Date: I ® SMCP has been approved by the Eng,neerilg Department. FORM ° SWCP.Check List-TOS MAY 2014 1 Leeds Expediting 134 Sequoia Drive Coram,New York 11727 631-509-4248 JenniferLeeds0255@gmail.com February 9, 2021 Town of Southold Building Department Town Hall Annex P.O. Box 1179 U'U 2021 Southold,NY 11971-0959 Re: 660 Sutton Place, Greenport ` ±_. p SCTM# 1000-33-4-20 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 • Closing statement/deed • Consent to Inspect • Application for Certificate of Occupancy • Application for construction of a Septic Tank—for Clerk's Office • Truss form • Proof of Workers Compensation,Disability and Liability Insurance • Single and Separate report from Fidelity Title Company • Storm Water Management Work Sheet with 2 copies of the plans • Suffolk County Department of Health Services Permit • Survey of Property • Building Permit Application for inground swimming pool and plans • 4 sets of Construction Plans with energy compliance/RES check 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, Jifer Leeds Jennifer Leeds Leeds Expediting Services 134 Sequoia Drive, Coram,New York 11727 631-879-2684 JenniferLeeds0255@gmail.com June 28, 2021 UN Town of Southold ` 1� Building Department 1 54375 NYS Route 25 JUN 2 9 2021 Southold,NY 11971 fsa G EFT. Re: 660 Sutton Place, Greenport SCTM# 1000-33-4-20 Dear Inspector: Enclosed herein you will find 2 original copies of the foundation location survey for the above-mentioned property/Permit#45847. 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, nn fer Leeds Enc. Jennifer Leeds Leeds Expediting Services 28 North Country Road,Suite 101 Mt.Sinai,New York 11766 631-5094248 JenniferLeeds0255@gmail.com June 16, 2022 Ms. Connie Bunch Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: 660 Sutton Place, Greenport SCTM# 1000-33-4-20 Permit's: BP45847 and 46014 Dear Connie: Enclosed herein you will find all required surveys and documents for your Certificate of Occupancy/Compliance review. As soon as the Suffolk County Dept. of Health Services issues their final approval, I will forward a copy to your office. 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, FN • - - Je 'fer Lee s U JUN 2 1 2022 V;' Jennifer Leeds Leeds Expediting Services 28 North Country Road,Suite 101 Mt.Sinai,New York 11766 631-5094248 JenniferLeeds0255@gmail.com June 23, 2022 Ms. Connie Bunch Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: 660 Sutton Place, Greenport SCTM# 1000-33-4-20 Permit's: BP45847 and 46014 Dear Connie: Enclosed herein you will find the Suffolk County Dept. of Health Services final approval for the above mentioned property. All other CO paperwork was submitted last week. 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, *Jeifer i ,, Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: 7404-010356 District: 1000 Section: 033.00 Block: 04.00 Lot: 020.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it'-has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by Simon Deith and Eva Deith, his wife and his/her predecessors,in title since prior to 04/01/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the parry to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 4, 2021 FIDELITY NATIONAL TITL SURANCE SERVICES,,LLC JEA DU Swo4i to before me this 4th y of January, 2021 _ .JOHNNY DUANE HALL r' NOTARY PUBLIC-STATE OF NEW YORK 70P�U�b lic No• 02HA6234843 QUOIMOd In Suffolk County My C0MM1®@1®R 8w1r@e January 31, 204-6 24 Commerce Drive • Riverhead,New York 11901 9 (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC TITLE NO. 7404-010356 STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA, being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-033.00-04.00-020.000 That the said records 'indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. SUBJECT PREMISES: 1000-033.00-04.00-020.000 Jennie Tasker Liber 892 cp 83 TO Dated: 08/20/1914 Arthur M. Tasker Rec'd: 12/01/1914 (premises and more) Arthur M. Tasker died a resident of Suffolk County on 02/24/1938, Surrogates File No. 88 P 1938. Douglas W. Skidmore, Referee Liber 2031 cp 461 TO Dated: 03/02/1939 First National Bank Rec'd: 03/18/1939 (premises and more) Foreclosure of Mortgage in Liber 942 mp 308,made by Arthur M. Tasker and Ruth W. Tasker. FIDELITY NATIONAL TI E INSURANCE SERVICES, LLC SwoM to before me this JEAN DUVA 4thd y o uary, 2021 ,►OHNNY DUANE HALL la NOTARY PUBLIC-STATE OF NEW YORK t N ublic NO. 02HA6234843 9ualltled in Suffolk County 23 MY COmmisslan 501f(Ds January 31, 2ffr 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 9 Fax: (631) 727-0606 =' Fidelity National Title nt 1 t INSURANCE SERVICES,LLC First National Bank of Greenport Liber 2058 cp 494 TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962, Surrogates File No. P347/1963, Letters issued to Morgan Guaranty Trust Company of New York. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963, Letters issued to Morgan Guaranty Trust Company of New York. Morgan Guaranty Trust Company of New York Liber 5474 cp 57 As Executors of the Last Will and Testament of Dated: 12/19/1963 Harrison K. McCann, deceased Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. Eastern Shores,Inc. Liber 6821 cp 508 TO Dated: 10/09/1970 Frank Sturm Rec'd: 10/13/1970 (premises and more) Frank Sturm died a resident of Suffolk County on 12/22/1975, Surrogates File No. 51 P 1976, Margaret Sturm, Executrix and Distributee. Margaret Comiskey FNA Margaret Sturm Liber 8740 cp 354 TO Dated: 11/20/1979 Theophanis Karakostas and Maria Karakostas, his wife Rec'd: 12/06/1979 FIDELITY NATION TITLE INSURANCE SERVICES, LLC Swo to before me this JEAN D A 4th d y of January, 2021 JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK N Pu lic No. 02HA6234843 Qualified in Suffolk County 1,Ay COMMI661Ori ExplrOs Jdnudry 31, 20A15'2 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Theophanis Karakostas and Maria Karakostas Liber 13036 cp 534 TO Dated: 10/07/2019 Simon Deith and Eva Deith,his wife Rec'd: 11/18/2019 LAST DEED OF RECORD PREMISES NORTH: 1000-033.00-04.00-021.000 Jennie Tasker Liber 892 cp 83 TO Dated: 08/20/1914 Arthur M. Tasker Rec'd: 12/01/1914 (premises and more) Arthur M. Tasker died a resident of Suffolk County on 02/24/1938, Surrogates File No. 88 P 1938. Douglas W. Skidmore, Referee Liber 2031 cp 461 TO Dated: 03/02/1939 First National Bank Rec'd: 03/18/1939 (premises and more) Foreclosure of Mortgage in Liber 942 mp 308, made by Arthur M. Tasker and Ruth W. Tasker. First National Bank of Greenport Liber 2058 cp 494 TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more) Dorothy Barstow McCann died a resident of New York County on 12/21/1962, Surrogates File No. P347/1963, Letters issued to Morgan Guaranty Trust Company of New York. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963, Letters issued to Morgan Guaranty Trust Company of New York. FIDELITY NATIONAL IT E INSURANCE SERVICES, LLC Sworn to before me this JEAN DUVA 4th ay of January, 2021 JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK N Public No. 02HA6234843 Qualified in Suffolk County My comm'solori 610M Jorieery 31, 20116213 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 "" Fidelity National Title INSURANCE SERVICES,LLC Morgan Guaranty Trust Company of New York Liber 5474 cp 57 As Executors of the Last Will and Testament of Dated: 12/19/1963 Harrison K. McCann, deceased Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. Eastern Shores, Inc. Liber 6821 cp 508 TO Dated: 10/09/1970 Frank Sturm Rec'd: 10/13/1970 (premises and more) Frank Sturm Liber 7095 cp 225 TO Dated: 01/17/1972 George Figetakis and Katherine Figetakis,his wife Rec'd: 01/27/1972 LAST DEED OF RECORD PREMISES EAST: TASKER LANE PREMISES SOUTH: SUTTON PLACE PREMISES WEST: 1000-033.00-04.00-019.000 Jennie Tasker Liber 892 cp 83 TO 'Dated: 08/20/1914 Arthur M. Tasker Rec'd: 12/01/1914 (premises and more) Arthur M. Tasker died a resident of Suffolk County on 02/24/1938, Surrogates File No. 88 P 1938. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUV C) 4th ay of January, 2,021 JOHNNY DUANE HALL Ot PU lic NOTARY PUBLIC-STATE OF NEW YORK N0. 02HA6234843 ®uallflOd in Suffolk County Z3 MY COMMIHIOR IMPR s Jehuary 37, 2m 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fag: (631)727-0606 "'; Fidelity National Title INSURANCE SERVICES,LLC Douglas W. Skidmore, Referee Liber 2031 cp 461 TO Dated: 03/02/1939 First National Bank Rec'd: 03/18/1939 (premises and more) Foreclosure of Mortgage in Liber 942 mp 308, made by Arthur M. Tasker and Ruth W. Tasker: First National Bank of Greenport Liber 2058 cp 494 TO Dated: 08/22/1939 Dorothy Barstow Rec'd: 08/23/1939 (premises and more). Dorothy Barstow McCann died a resident of New York County on 12/21/1962, Surrogates File No. P347/1963, Letters issued to Morgan Guaranty Trust Company of New York. Harrison K. McCann died a resident of New York County on 12/21/1962, Surrogates File No. P343/1963, Letters issued to Morgan Guaranty Trust Company of New York. Morgan Guaranty Trust Company of New York Liber 5474 cp 57 As Executors of the Last Will and Testament of Dated: 12/19/1963 Harrison K. McCann, deceased Rec'd: 12/27/1963 TO (premises and more) Eastern Shores, Inc. Eastern Shores, Inc. - Liber 6821 cp 508 TO Dated: 10/09/1970 Frank Sturm Rec'd: 10/13/1970 (premises and more) Frank Sturm died a resident of Suffolk County on 12/22/1975, Surrogates File No. 51 P 1976, Margaret Sturm, Executrix. FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC Sworn o before me this JEAN DUV 4th da of January, 2021 JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK N7&u lic No. 02HA6234843 Qualified in Suffolk County n, My CfOMM1661@R ftpir®s danaary 31, 2W v� 24 Commerce Drive •Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 s ; Fidelity National Title INSURANCE SERVICES,LLC Margaret Sturm, as devisee and under the Last Will and Liber 8430 cp 324 Testament of Frank Sturm Dated: 05/12/1978 TO Rec'd: 05/19/1978 Eugene Lindsay Eugene F.Lindsey died a resident of Suffolk County on 01/05/1979,Surrogates File No. 179 P 1979, Claire A. Labita,Executrix. Claire A. Caputo FKA Claire A. Labita Liber 11890 cp 074 TO Dated: 03/20/1998 Vincent Liguori III and Lora Liguori Rec'd: 04/24/1998 Vincent Liguori III and Lora Liguori Liber 12568 cp 213 TO Dated: 09/29/2008 William J. Rhinow Rec'd: 10/10/2008 LAST DEED OF RECORD FIDELITY NATIONALLE INSURANCE SERVICES, LLC Sworn Ito before me this JEAN DUVA 4th d of January, 2021 o Public JOHNNY DUANE HALL NOTARY PUBLIC-STATE OF NEW YORK No. 02HA6234843 Qualified in Suffolk County fvly commiaelon swres January 31, 20,-& 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 —Bargain and Sale Deed,with Covenant against Grantor's Ams—Individual or Corporation(Single sheat) CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT—THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY, THIS INDENTURE,made the 2� day din the year 2021 BETWEEN Sim et„ r41 17efki l wife,residing at 2 Yennicock Avenue,Port Washington,NY 11050 party of the first part,art J11i11er ) ertFitll]li% lrp5 Waverly Avenue,Suite 218,Holtsville,NY 11742 patty 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 in the County of Suffolk,State of New York,commonly known as and by the Street Number 660 Sutton Place,Greenport, NY 11944-more particulary bounded and described in Schedule A attached. Premises are known as 660 Sutton Place Greenport,NY District 1000 Section 033.00 Block 04.00 Lot 020.00 Suffolk Tax Map being and intended to be the same promised as theose mentioned in Deed dated 10/7/19 and recorded 11/18/19 L.D00013036 P.534 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; Eva Deith ??8u 1 map Simon Deith Schedule A Description Title Number ADA6597-5 Page 1 ALL that certain plot, piece or parcel of land situate, lying and being in the Town of Southold, County of Suffolk and State of New York, known and designated as Lot No. 53 as shown on a certain map entitled, "Map of Eastern Shores at Greenport"filed in the Office of the Clerk of the County of Suffolk on April 27, 1964 as Map number 4021. FOR INFORMATION ONLY; premises being known as: 660 Sutton Place, Greenport, Town of Southold 1000-033.00-04.00-020.000 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE S'wj; A- State of New York,County of @me=ats,ss: State of New York,County of Queens,ss: On the 2-T day Af Vo the year 2021 l e ore me,the On the day of in the year 2021, before me, the undersigned, personally appeared ���ersonal�ynnow'n to undersigned, personal) appeared Y PP , personally known to me or proved to me on the basis of satisfactory evidence to be 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 the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person signature(s) on the instrument,the individual(sl or the person upon behalf of which the individual(s) acted, executed the upon behalf of which the individual(s) acted, executed the instrument, instrument. i NOTARY NOTARY PUBLIC MICHAE QUINN NOTARY PUBLIC.STATE OF NEW YORK Registration No.01OU6066628 Qualified In Suffolk County f Commission Expires November 19,2021 ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK TAKEN IN NEW YORK STATE STATE State of New York,County of ss: State of ,County of , ss: I On the day of in the year ,before me,the On the day of in the year before me, undersigned,a Notary Public in and for said State,personally the undersigned personally appeared personally known to appeared the subscribing witness to the foregoing me or proved to me on the basis of satisfactory evidence to be instrument,with whom I am personally acquainted,who,being the individual(s)whose name(s)is(are)subscribed to the within by me duly swom,did depose and say that he/she/they reside(s) instrument and acknowledged to me that he/she.'they executed in (if the place of residence is in a city,include the street the same in his/her/their capacity(ies), that by his/her/their and street number if any,thereof);that he/she/they know(s) signature(s) on the instrument, the individual(s) or the person to be the individual described in and who executed the upon behalf of which the individual(s) acted, executed the foregoing instrument;that said subscribing witness was present instrument, and that such individual make such appearance I and saw said execute the same;and that said witness at before the undersigned in the (add the city or political the same time subscribed his/her/their name(s) as a witness subdivision and the state or country or other place the thereto. acknowledgement was taken), i NOTARY PUBLIC NOTARY PUBLIC Bargain & Sale Deed COUNTY:Suffolk With Covenants TOWN/CITY:Oreenport PROPERTY ADDRESS:660 Sutton Place Simon Deith and Eva Deith TO SECTION:33.00. Miller-Ostler Building Corp. BLOCK:4.00 LOT:20.00 Title No. i RETURN BY MAIL TO: DISTRIBUTED BY Davis&Prager,PC 35 Patchogue Yaphank Road East Patchogue,NY 11772 i JUDICIAL TITLE T:800-289 TITLE F:800-FAX-9396 j i i TP-584(9119) Recording office time stamp Department of Taxation and Finance Yo K Combined Real Estate Transfer Tax Return, STAVE Credit Line Mortgage Certificate, and Certification of Exemption from the Payment of Estimated Personal Income Tax See Form TP-5841, Instructions for Form TP-584,before cornpleting this form. Print or type. Schedule A—Information relating to conveyance GrantorfTransferor• Name gflndmduar,fast first,middle 10161J(❑X mark an X if more than one grantor) Social Security number(SSN) ❑x individual DEITH,SIMON AND DEITH,EVA 051-76-6442 ❑ Corporation Mailing address SSN 171 Partnership 2 YENNICOCK AVENUE 367-76-3267 ❑Estaterrrust City State ZIP coda Employer identification Number(EIN) ❑ Single member LLC PORT WASHINGTON NY 11050 ❑ Multi-member LLC Single member's name if grantor is a single member LLC(see instructions) Single member EIN or SSN ❑Other Grantee raps area Name(lflndividual,last,rust,middle Inttlaq(0 mark an X ifmore than one grantee) SSN ❑ Individual MILLER-OSTLER BUILDING CORP. []x Corporation Mailing address SSN ❑ Partnership 755 WAVERLY AVENUE SUITE 218 ❑ Estate/Trust City State ZIP code EIN ❑ Single member LLC HOLTSVILLE NY 11742 11-3423850 ❑ Multi-member LLC Single member's name if grantee is a single member LLC(see instmouons) Single member EIN or SSN ❑ Other Location and description of property conveyed Tax map designation— SWIS code Street address City,town,or village County Section,block&lot (six digits) (include dots and dashes) 1000-033.00.04.00-020.0 660 SUTTON PLACE,GREENPORT SOUTHOLD SUFFOLK 473889 Type of property conveyed(mark anX.in applicable box) I ❑ One-to three-family house 6 ❑Apartment building Date of conveyance Percentage of real property 2 ❑ Residential cooperative 7 ❑Office building conveyed which is residential 3 ❑ Residential condominium 8 ❑Four-family dwelling month day 2021 real property 100% year 4 Vacant land 9 ❑Other (see Instructions) 5 ❑ Commercial/industrial Condition of conveyance f.❑ Conveyance which consists of a I.❑ Option assignment cr surrender (marts an X In aN that apply) mere change of identity or form of ownership or organization(attach m.❑ Leasehold assignment or surrender a. ® Conveyance of fee interest Form TP-584.1.Schedule F) ,n.❑ Leasehold grant b. ❑ Acquisition of a controlling interest(state g.❑ Conveyance for which credit for tax percentage acquired %) previously paid will be claimed(attach o.❑ Conveyance of an easement Form TP-584.1,Schedule G) c. ❑ Transfer of a controlling interest(stateh:El Conveyance of cooperative apartment(s) p•❑Conveyance for which exemption percentage transferred %} from transfer tax clamed(complete Schedule 8, Part 3). d. ❑ Conveyance to cooperative housing 1.❑Syndication q,[I Conveyance of property partly within corporation and partly outside the state e. ❑ Conveyance pursuant to or in lieu of j.❑Conveyance onveyrights of it rights or foreclosure or enforcement of security developmentg r.[IConveyance pursuant to divorce or separation Interest(attach Form TP-584.9,Schedule E) k. Contract assignment s.Q Other(describe) For recording officer's use Amount received Date received Transaction number f Schedule B,Part 1 $ Schedule B,Part 2 $ I Page 2 of 4 TP-584(9/19) Schedule B—Real estate transfer tax return Tax Law Article 31 Part 1—Computation of tax due 1 Enter amount of consideration for the conveyance(if you are claiming a total exemption from tax,mark an X in the Exemption claimed box,enter consideration and proceed to Part 3)................................❑ Exemption claimed 1, 300000 00 2 Continuing lien deduction(see instructions if property Is taken subject to mortgage or lien).......................................... 2. 0 00 3 Taxable consideration(subtract Ane 2 from line 1) ................................................................................................... 3. 300000 00 4 Tax:$2 for each$500,or fractional part thereof,of consideration on line 3........................................................ 4. J200,00 S Amount of credit claimed for tax previously paid(see instructions and attach Form TP-584.1,Schedule G) ............... 5. 0100 6 Total tax due*(subtract line 5 from line 4) .............................................................................................................. 6. 1200100 Part 2—Computation of additional tax due on the conveyance of residential real property for$1 million or more 1 Enter amount of consideration for conveyance(from Part 1,line 1)...................................................................... 1. 2 Taxable consideration(multiply line 1 by the percentage of the premises which is residential real property,as shown In Schedule A)... 2. 3 Total additional transfer tax due*(multiply line 2 by 1%(.01)).................................................................................. 3. Part 3—Explanation of exemption claimed on Part 1,line 1 (mark an X In all 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, New York State,or any of their instrumentalities,agencies, or political subdivisions(or any public corporation,including a public corporation created pursuant to agreement or compact withanother state or Canada)....................................................................................................................................._.................... a b. Conveyance Is to secure a debt or other obligation............................................................................................................................ b ❑ c. Conveyance is without additional consideration to.confirm,correct,modify,or supplement a prior conveyance............................... c ❑ d. Conveyance of real property is without consideration and not in connection with a sale,including conveyances conveying realtyas bona fide gifts....................................................................................................................................................................... d ❑ e. Conveyance is given in connection with a tax sale............................................................................................................................. e ❑ f. Conveyance is a mere change of identity or form of ownership 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.)Attach Form TP-584.1,Schedule F.................................................................... f ❑ g. Conveyance consists of deed of partition..................................................................................................................... ..................... g ❑ h. Conveyance is given pursuant to the federal Bankruptcy Act........................................................................................................... h ❑ 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........................... ..................... i j. Conveyance of an option or contract to purchase real property with the use or occupancy of such property where the consideration is less than$200,000 and such property was used solely by the grantor as the grantor's personal residence and consists of a one-,two-,or three-family house,an individual residential condominium unit, or the sale of stock in a cooperative housing corporation in connection with the grant or transfer of a proprietary leasehold covering an Individualresidential cooperative apartment....................................................................................................................................... l ❑ k. Conveyance is not a conveyance within the meaning of Tax Law,Article 31,§1401(e)(attach documents supportingsuch claim) ........................................................................................................................................................................... k ❑ The total tax(from Part 1,line 6 and Part 2,line 3 above)is due within 15 days from the date of conveyance.Make check(s)payable to the county clerk where the recording is to take place.For conveyances of real property within New York City,use Form TP-584-NYC.If a recording is not required,send this return and your check(s)made payable to the NYS Department of Taxation and Finance,directly to the NYS Tax Department,REIT Return Processing,PO Box 5045,Albany NY 12205-0045. If not using U.S.Mail,see Puoiication 55,Designated Private Delivery Services. Page 3 of 4 TP-584(9119) Schedule C Credit Line Mortgage Certificate(Tax Law Article 11) Complete the following only if the Interest being transferred is a fee simple interest. This Is to certify that:(mark an X in the appropriate box) 1. 0 The real property being sold or transferred is not subject to an outstanding credit line mortgage. 2. ❑ The real property being sold or transferred is subject to an outstanding credit line mortgage.However,an exemation from the tax Is claimed for the following reason: a ❑The transfer of real property is a transfer of a fee simple interest to a person or persons who held a fee simple interest in the real property(whether as a joint tenant,a tenant in common or otherwise)immediately before the transfer. b ❑The transfer of real property is(A)to a person or persons related by blood, marriage or adoption to the original obligor or to one or more of the original obligors or(8)to a person or entity where 50%or more of the beneficial interest in such real property after the transfer is held by the transferor or such related person or persons(as in the case of a transfer to a trustee for the benefit of a minor or the transfer to a trust for the benefit of the transferor). C ❑The transfer of real property is a transfer to a trustee In bankruptcy,a receiver,assignee,or other officer of a court. d ❑The maximum principal amount secured by the credit line mortgage is$3 million or more,and the real property being sold or transferred is not principally improved nor will it be Improved by a one-to six-family owner-occupied residence or dwelling. Note:for purposes of determining whether the maximum principal amount secured is$3 million or more as described above,the amounts secured by two or more credit line mortgages may be aggregated under certain circumstances.See TSB-M-96(6)-R for more information regarding these aggregation requirements. e ❑Other(attach detailed explanation). 3. ❑ The real property being transferred is presently subject to an outstanding credit line mortgage,however,no tax is due for the ' following reason: , a ❑A certificate of discharge of the credit line mortgage is being offered at the time of recording the deed. b ❑A check has been drawn payable for transmission to the credit line mortgagee or mortgagee's agent for the balance due,and a satisfaction of such mortgage will be recorded as soon as it Is available. 4. ❑ The real property being transferred Is subject to an outstanding credit line mortgage recorded in (insert liber and page or reel or other identification of the mortgage).The maximum principal amount of debt or obligation secured by the mortgage is .No exemption from taxis claimed and the tax of is being paid herewith.(Make check payable to county clerk where deed will be recorded.) Signature(both the grantors and grantees must sign) The undersigned certify that the above information contained in Schedules A,B,and C,including any return,certification,schedule,or attachment,is to the best of their knowledge,true and complete,and authorize the persons . htitling such form on their behalf to receive a copy for purposes of recording the deed or other instrument effecting the conveyance lau/. L d4 Gran signature We Grantee signature Tule Grantor signa;eall toe Grantee Signature Title sl g Reminder:Did you comp[ of the required information in Schedules A,B,and C?Are you required to complete Schedule D?If you marked e,f,or g in Schedule A,did you complete Form TP-584.1?Have you attached your check(s)made payable to the county clerk where recording will take place?If no recording is required,send this return and your check(s),made payable to the NYS Department of Taxation and Finance,directly to the NYS Tax Department, REIT Return Processing,PO Box 5045,Albany NY 12205-0045.11 not using U.S.Mail, see Publication 55,Designated Private Delivery Services. Page 4 of 4 TP-584(9119) Schedule D—Certification of exemption from the payment of estimated personal Income tax(Tax Law,Article 22,§663) Complete the following only if a fee simple interest or a cooperative unit is being transferred by an individual or estate or trust. If the property Is being conveyed by a referee pursuant to a foreclosure proceeding,proceed to part 2,mark an Xin the second box under Exemption for nonresident transferors/sellers,and sign at bottom. Part 1—New York State,residents If you are a New York State resident transferor/seller listed in Form TP-584,Schedule A(or an attachment to Form TP-584),you must sign the certification below.If one or more transferor/seller of the real property or cooperative unit is a resident of New York State,each resident transferor/seller must sign in the space provided.If more space is needed,photocopy this Schedule D and submit as many schedules as necessary to accommodate all resident transferors/sellers. Certification of resident transferors/sellers This is to certify that at the time of the sale or transfer of the-real property or cooperative unit,the transferor/seller as signed below was a resident of New York State,and therefore is not required to pay estimated personal income tax under Tax Law§663(a)upon the sale or transfer of this real property or cooperative unit Signature Print full name Date MILLER OSTLER BUILDING CORP BY: sipalwa Print full name Date 5° 0J1 De b h�rbet-K-re okeq,v 4F Signa re Print full name Dale SVA Signature Print full name Date i Note:A resident of New York State may still be required to pay estimated tax under Tax Law§685(c);but not as a condition of recording a deed. Part 2—Nonresidents of New York State If you are a nonresident of New York State listed as a transferor/seller in Form TP-584,Schedule A(or an attachment to Form TP-584)but are not required to pay estimated personal income tax because one of the exemptions below applies under Tax Law§363(c),mark an X in the box of the appropriate exemption below.If any one of the exemptions below applies to the transferor/seller,that transferor/seller is not required to pay estimated personal income tax to New York State under Tax Law§663.Each nonresident transferor/seller who qualifies under one of the exemptions below must sign in the space provided.if more space Is needed,photocopy this Schedule D and submit as many schedules as necessary to accommodate all nonresident transferors/sellers. If none of these exemption statements apply,you must complete Form IT-2663, Nonresident Real Property Estimated income Tax Payment Form,or Form IT-2664,Nonresident Cooperative Unit Estimated Income Tax Payment Form.For more information,see Payment of estimated personal Income fax,on Form TP-584-1, page 1. Exemption for nonresident transferors sellers This is to certify that at the time of the sale or transfer of the real property or cooperative unit,the transferor/seller(grantor)of this real ,property or cooperative unit was a nonresident of New York State,but is not required to pay estimated personal income tax under Tax Law §663 due to one of the following exemptions: ❑The real property or cooperative unit being sold or transferred qualifies In total as the transferor's/seller's principal residence (within the meaning of Internal Revenue Code,section 121)from Date to Date (see instructions). ❑The transferor/seller is a mortgagor conveying the mortgaged property to a mortgagee in foreclosure,or In lieu of foreclosure with no additional consideration. ❑The transferor or transferee is an agency or authority of the United States of America,an agency or author'ry of New York State, the Federal National Mortgage Association,the Federal Home Loan Mortgage Corporation,the Govemmert National Mortgage Association,or a private mortgage insurance company. Signature Print full name Date Signature Print full name Date Signature Print full name Date Signature Print full name Dale INSTRUCTIONS(RP-5217-PDF-INS):vAvw.orps.State.m.ue FOR COUNTY USE ONLY New York State Department of C1.SWIS Code { h I Taxation and Finance Office of Real Property Tax Services Dal' W.02 Date Deed Recorded I / / 1 RP_52'17-PDF Monate Lq C3.Book , t 1 i {C4.Page I t 1 I I I Real Property Transfer Report(8110) PROPERTY INFORMATION 1.Property 660 SUTTON PLACE Location -STREETNUNISER '9TREETNAae SOUTHOLD GREENPORT 11944 •Olnoalrom VRIAOE 'ZIP CODE 2.Buyer MILLER OSTLER BUILDING CORP Name .Inv,NAMw00FaPANw Fwm HAND IASTRAMEICONPANY FIRST NAME 31 Tex Indicate where future Tax Bills era to be sent Billing 6other then buyer addraes(itbodamofform) IAwUkVav WVANT RRSTWXE Address a AINETKIRSERANDNAMa GTYORTOM eTATE 2PCOCE 4.Indicate the number of AasssemOm (Only If Part of a Parcel)Cheek SO they apply: $rt Parcels Dp ❑Ped of a Parcel Roll parcels transferred on the deed 1 4A.Planning Board with SubdNlston Authority Exists ❑ S.Deed X OR 0.42 413.Subdivision Approval was Required for Transfer ❑ Properly •FRONTFEET •01PIN 'ACRES Size 4C.Parcel Approved for Subdivision with Map Provided ❑ DEITH SIMON 6.Seller •fASTNAMPlOOMPANY FIRSTIOUR Name DEITH EVA FIRST'NAMe IAerNaIEICOYPANY Check the boxes below m they apply: -7.Select the description which most accurately desrfibra the a,Ownership Type Is Condominium ❑ use of the property at the time of sale: 6.New Const C.Residential Vacant Land roctonon a Vacant Land El 10A.Property Located within an Agricultural District ❑ 108.Buyer received o disdrsUM pollee Indicating that the property is in an ❑ Agricultural District [SAL"FORKATION 16.Chock one or more of these conditions as applicable to tranOfer A.Sale Between Relatives or Former Relatives 11,Sale Contract Data 12/16/2020 B.Sale between Related Companies or Partners In Business. C.One of the Buyers Is also a Soler D.Buyer or Seller is Government Agency or Lending Institution '12.Dale of Sale/Transfer E.Deed Type not Warranty or Bargain and Sale(Spedy Below) F.Sale of Fractional or Less than Fee Interest(Specify Below) •13.Full Sale Price 300,000.00 0.Sfgni icact Change in Property Between Taxable Status and Sale Dates H.Sate of Business is Included in Sale Price (Full Sale Pike Is the trial amount pold for the property Including personal property. 1.Other Unusual Factors Affecting Sale Price(Spedy Below) This payment may be In the form of cash,other properly or goods,or the assumpt In of J.None mortgages or other obligations.)Please round ro rhe oaereaf whole 0WRI amwal. Comment(a)on Condition: i 14.Indicate the value of personal property included In the sale •00 ASSESSMENT INFORMATION-Data shOU!d reflect the latest Final Assessment Roll and Tax Bill 16.Year of Assessment Rail from which Informationteken(YY) 20 *17.Total Assessed Value 1,000 •16.Properly Class 311 _ Mg.School DlstdOtName 10—GREENPORT '20.Tax Map Identi8er(SpRot fdentifier(s)(if more than four,attach shoal with additional idontiger(s)) 1000-033.00-04.00-020.000 CERTIFICATIO I certify that all of tiro Items of fnformallon entered on this form are true and correct(to the hest of my knowledge and beget)and I understand that the making of any willful false statement of material fact herein subject me to the umvieiono Of the Gong)lawrefadve to the making and filing of false Instruments. SEL LER SIGNATURE IXER CONTACT INFORMATION (Eder hdmCan for No buyer,Note:tbuyeriaLLCAVISly,anodailan,carpC1200A Iota emrkempany OSWO or i GARY that is rad an lndvidid agar!orfiduciary.awn a name and canted lrdarm flon or an Indlvd,uGNesponSale 1 n� party who ceh answerquesltons regarding Ino vansfermust be emend.Type or print ooady.) u(/ i aro ! + MILLER OSTLER BLDG CORP E U i •LAST NADAE FIRST 111041 f f 0I 'AREACODE 'TFiiO'HONENVIWEAIEs 999r�at YERSIONATLLVE DATE 755 WAVERLY AVENUE SUITE 218 •IFIRM NUMBER 'aTReaT UWE r l t h HOLTSVILLE NY 11742 r h •CRYORTcm '9TA71 Wcom h BUYER'S AT7 RN V h i I l DAVIS LARRY IASTUU19 FIRST NAME (631) 289-1600 1' 11 r l ARFA000e 7a.EPNOFreNWBER(al:ea9�a9h { Townships: East Hampton i Peconic Bay Region Riverhead I Shelter Island 1 Community Preservation Fund Southampton I Southold Proceeds of this transfer tax are disbursed to the Townships in which the transaction takes place for Its acquisition of land,development rights,and other interests in property for conservation purposes. Please print or type. Schedule A Information Relating to Conveyance Grantor Name(in ivi ual;fast,first,middle Initis) SodalSecurltyNumber ©Individual DEITH,SiMON AND DEITH,EVA D51-76-6442 ❑Corporation Mailing address SodalSecurity Number CI Partnership 2 YENNICOCK AVENUE 367-76-3267 ❑Other city State ZIP code Federal employer Ident. PORT WASHINGTON NY 11050 Grantee Name(individual;last,first middle initial) Soca SeeurityNumber ❑individual MILLER-OSTLER BUILDING CORP Qt)Corporation Mailing address Soc alSecurityNumber 0 Partnership 755 WAVERLY AVENUE SUITE 218 ❑Other City State 21P code Federal employer idenL HOLTSVILLE NY 11742 11 3423850 Location and description of property conveyed Taxmapcieslgnatlon Address Village I Town Dist Section alacli `OC 660 SUTTON PLACE,GREENPORT GREENaOR 1000 033.00 04.00 020.000 T SOUTHOLD Type of property conveyed(check applicable box) Date of conveyance Dual Towns: C]improved 9 Vacant land irmtn dap year Condition of conveyance(checkall that apply) G)Conveyance of fee interest b.-Acquisition of a f. -Conveyance which consists of a mere k.-Contract assignment controlling Interest(state change of Identity or form of ownership or I. -Option assignment or surrender percentage acquired °6) organization in.-Leasehoid 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 housinghConveyance for which exemption is .-Conveyance of cooperative apartment(s)I. corporation Syndication claimed(complete Schedule s,Part II) e.-Conveyance pursuant to or in neu of ). -Conveyance of air rights or development q.-Conveyance of property partly within and foreclosure or enforcement of security rights partly without the state interest r. -Other[describe) Schedule B - Community Preservation Fund Part I-Computation of Tax Due I.Enter amount of consideration for the conveyance(from line I TP584 Schedule B) 1 300,000.00 2.Allowance(see below) 2 75,000.00 3.Taxable consideration(subtract line 2 from line I) 3 225._000.00 4.2%Community Preservation Fund(of line 3)make certified check payable to SUFFOLK COUNTY CLERK 4 4,500.00 5.Property not subject to CPF Tax(See Schedule C) s El For recording officer's use Amountreceived Date received Trarsauion number Allowance: East Hampton $250,000.00 Improved $100,000.00 Vacant Land(Unimproved) Shelter Island $250,000.00 improved $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) 32-0213.,0910 Schedule C - (continued) Part It-Explanation of Exemption Gafined in Part I,line 1(check any hoxes 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 instrumentalities, agencies or political subdivisions (or any public corporation, including a public corporation created pursuant to agreement or compact with another state or Canada) F1 b.Conveyance Is to secure a debt or other obligation F1 c,Conveyance is without additional consideration to confirm,correct,modify or supplement a prior conveyance F1 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 of ownership 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.) FJ g.Conveyance consists of deed of partition FJ h.Conveyance is given pursuant to the federal bankruptcy act F] 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 FJ 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) 0) or (k) of Article 31-D of :he 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) in.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 affordable 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 or other designated official Penalties and Interest Penalties Interest Any grantor or grantee failing to file a return or to pay any tax within Dally compounded Interest will be charged an 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 flied or the tax became due. However, the interest penalty shall not exceed 25% in the aggregate. Signature (both the grantor(s) and grantee(s) must sign). The undersigned certify that the above return, including any certification, schedule ratt ;ment, is to the best of his/her knowledge,true and complete. � si rrG G ntor G ntee r Grantor Grantee ,mm.oemtw C STATE OF NEW YORK WORKERS' COMPENSATION BOARD CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE In.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured (631)767-4807 Bukowski Homes Inc. 346 S Sunrise Highway 1c.NYS Unemployment Insurance Employer Center Moriches,NY 11934 Registration Number of Insured Work Location of Insured (Only required if coverage is ld.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-2J303967 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 partners/officers included) X all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box "T' 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",iphichever 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: / *94; 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 YOR workers' CERTIFICATE OF INSURANCE COVERAGE 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 1 a.Legal Name&Address of Insured(use street address only) 1 b.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"1a,, 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. E] B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: ® A.All of the employers employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employers employees: 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 NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 10/28/2020 By wint (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 513 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) III IllPIIll DB-120.1 (10-17) DATE�28/202rc0) A`��® CERTIFICATE OF LIABILITY INSURANCE 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 NAME CT Cole Lahey PF Northeast Brokerage Inc PHONE o Ext: (845)223-8107 FAX(AlCNo: (845)227-8816 1035 Route 82 E-11MLs: clahey@pfnortheast.com ADDRE INSURER(S)AFFORDING COVERAGE NAIC p Hopewell Junction NY 12533 INSURER A: Ohio Security Insurance Company 24082 INSURED INSURER B: Ohio Casualty Ins Co. 24074 Bukowski Homes Inc. INSURERC: 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. INSR AIJUL151JUK POLICYPOUCY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICYNUMBER MM/DD MMIDD LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 IT- CLAIMS-MADE �OCCUR PREMISES Ea occurrence $ 300,000 X Contractual Liability MED EXP(Any one person) $ 15,000 A BLS59538207 03/15/2020 03/15/2021 PERSONALBADVINJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 POLICY❑X JECOT- LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT s 1,000,000 Ea accident ANYAUTO BODILY INJURY(Per person) $ A OWNED IX CHEDULED BAS59538207 03/15/2020 03/15/2021 BODILY INJURY(Per accident) $ AUTOS ONLYUTOS X HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLYUTOS ONLY Per acGdentX UMBRELLALIAB %el OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS LIAB ri CLAIMS-MADE US059538207 03/15/2020 03/15/2021 AGGREGATE $ 1,000,000 DED I X RETENTION$ 10,000 $ WORKERS COMPENSATIONX 5 ATUTE ETH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 100,000 C OFFICER/MEMBER EXCLUDED? N/A UB-2J303967 03/14/2020 03/14/2021 (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 100,000 ff yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached ff 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 „ ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 26(2016103) The ACORD name and logo are registered marks of ACORD i PROPOSED SANITARY SYSTEM SURVEY OF PROPERTY ' 1 500 GALLON SEPTIC TANK(S.T.) (1)B'DIAM X 1 2'DEEP LEACHING POOL(L.P.) LOT 53 - MAP OF FUTURE EXPANSION(F.E.) EASTERN SHORES AT GREENPORT DRAINAGE CALCULATION: 50'w1°� FILED:APRIL 27, 1964-MAP NO.4021 RESIDENCE:20O7S,F.X0.77FT.xi.O=341 C.F.REQUIRED LIG PROVIDE;(1)B'DIAM.x8'DEEP DRYWELL OR EOUIV. PUB RIGHT OF 1NAY ...-a---"""..e-.'•� SITUATE RESIDENCE-PUBLIC WATER GREENPORT NEST HOLE (NOTTOSCALE) LOT 52 q2�2 x22L!Z� MCDONA GEOSCIENCE TOWN OF SOUTHOLD DATE::DECEMBER 8,2020 6'STM.FEN' N74°04'10"E x236 1 1 1.13 SUFFOLK COUNTY, N.Y. -- 30'N z6'N o.s'N GRADE ELEV.21.90 -- 1' "DARK BROWN LOAM(OU 23 h9 PROPOSED POOL FENCE 2�No 17FtN£w Y TAX MAP NO.: 1000-033.00-04.00.020.000CH _ 0O —BROWN CLAY LOT AREA: 18,419.55 S.F.(0.423 ACRES) 5, 4' LEGEND �." O LOT 53 DATE SURVEYED: DEC. 1 1,2020 'BROWN CLAYEY SAND(SC) 22� m ELEVATIONS REFER TO N.A.V.D.88 10, HYDRANT (>7 O O♦ 2p2 7L fl -NO WETLANDS OR SURFACE WATERS WITHIN 300' SW BROWN FINE Rb UTIL.POLE y2' x2 -NO WELLS WITHIN 150'OF SUBJECT PROPERTY TO COARSE SAND 'tr SIGN �8 5k 15' ® DRAINAGE INLET TF�v 17 ® CATCH BASIN P�'x 71 28.3' PROPOSED 0 30 60 P4 WATERVALVE 12 20x40 9 ! NO WATER ENCOUNTERED x 6 NA 6 IN GROUND POOL Feet 6000y EXISTING ELEVATION W x22 SCALE: 1 INCH= 30 FEET I- * 2 1 p 0 (D.W.N x22 eq- In PL 2 2\ SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES g 28.3'--' 37.33 ECIYTL R 36\ 1 2 PERMIT FOR APPROVAL OF CONSTRUCTION FORA U PROPOSEDx2 35 0 x SINGLE FAMILY 24.33 /z•1 o SINGLE FAMILY RESIDENCE ONLY a 2�6 g 2STORY ' Lr 2 m RFSIDENCE 226cm 9 I G GARAGE N PR?0 t/gp �V,'G, ♦ ;1 r on (tl x23 i 61.674----- DATE- 1.67 DATE- l 1/13/2 R/' E hr ' N O. R-20-2079 m I b?�OPEN PORCH > 2 2� ♦ 9 rr1 v % - 2 w > 282 0APPROVED m G' W a x22 TO GRADE FOR MAXIMUM OF 4 -- BEDROOMS U 3 Z,>'J /�, o ° oN x 2�� x 1j EXPIRES THREE YEARS FROM DATE OF APPROVAL u, 0. � ;� (�_'J o I Z a to, ( LPN IL TEST HOLE ry� ♦ W _ w 0- MIN. �/ a EL,=21.90 V x) a SCDHS USE ONLY _ 1 i 1. 4 S74 747j-0--7_-w---F__ 4'1O"W R^2 22° 2\0 3 i t�AY ii,ti i::[i 2lJC t_q{:fi SJ°NEYi:sG r•-;yr Al I.sg�PT9 H4 uJ+.£L Y � dli:1A�r7Y,f)rv7¢'I�}LiL'.rM'1:✓N Cfi:.,nOi T:::NTOTNI'�nl::tlr:`l1.1Af•Fvk'A">INS:f.':::?:V::=CI.I.Jf]:.iFi:Elr,:f{9_iL/...E34L�Ol.A"<'14NGF i.:.:lCr`.J:e slacx'•n=_fcra.ef-r`+e<I'+a ri-tit�f:a:�c�-lef.u�w - Q nO APPROX. a.;:Clo)NeL)�'fGrw`L"cU:.!,e.^..:.s•.�VFiVF,Y idAP<-`itTl+T.?s.9�11'YJt1'�la',.E:.'ii7SRCO SaALAhiveG.�UIN°;1*tGE:a�UG'+1>FIF'e_t'fr�Fl[CCe"f=rcS:1;TJF;Y.'. i1;RIC�?{A..-N7:ii5 !7 (� > 2LOC.WATER M— AIN —_' —W \♦fi• g MON. w a0--w ,:'��_ •.v-._.._.�vr FND.a+-•n.,,,,., d tCSiT:f"�ATYt]NS pN'IVfh"cCli+'.J<J i"'_fJ+1'LY{n;3s 4:GNI:V'I:wAz"[N:Idc?Y.'.t^.E•r31;Pai}.t C:ACGC.r?tl+.'1<-A'/+T?�Tft�C?J.31::f:'G(1�'r:G i.06::01:"Rfh_""tl�._' '—' �f [[„ k�' f:;,:.litiC,'UfT34:1'3pf,•.^,rAT]1H'tTf±Cr:.Y/V4�vE F:'l.'.TA,^.`..'-!?Gi{?1;ir.:q�Y^UF'_"S�ICf:+..,'.4t•,4.?it'F•YX:'Cf+tit(:.,-14.r�E^TrlflC-rfv�:�l l:i:::^ILL'IC{'�h':3�4Ea •�J O x e■��■ p /`/�. 2 W f-O?'V•'FI01{T}+.':Isc:/;Sh>ry; :?:1_I:l+r:;i3•F._f`PFY:�'�•T}i?1-:,c r�C:A!pyS C{'fUT{tr:TO'vl:"R.VMC`(:4..iC;E.:v:YA:1C✓`GTfI?.l.E`{t:Nr•,:'!4'v`•V110i1tJ`vYi�C"V O 2 UTT®N e✓� /` vE x ':4Ly 6�aN(b+4Y 9.L'kt4l'?.LAI' I--♦ j. 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COLEMAN ROAD, CENTEREACH, NY' 1720 0 ? Fa>fmigE:.631.84F.90.3 - m -EMAIL.:,, dC2.46@®PTONLINE.NET S� i RV EY O F PROPER PROPOSED SANITARY'SYSTEM � F �+ 1500 GALLON SEPTIC TANK(S,T.) (1)B'DIAM x 12'DEEP LEACHING POOL(L.P.) 4 LOT 53 - MAP OF FUTURE EXPANSION(F.E.) I j EASTERN SHORES AT GREENPORT It DRAINA�ECALCULATION: 50=WIDE FILED:APRIL 27, 1964-MAP NO. 4021 RESIDENCE'20075.F.x0.17 FT.x 1 O=341 C.F.REQUIRED SI`���� PROVIDE.(1)a,DIAM.X8'DEEPDRYWELLOREOUFV. R1GHj pU o SAY �i GRIiEENPORT RESIDENCE-PURL IC WATER \ i NEST HOLE (NOTTOSCALE) LOT 52. TOWN OF SOUTHOLD MCDONALDGEOSCIENCE 22 1 SUFFOLK COUNTY, N.Y. DATE:DECEMBER B.2020 6`STK.FEM FAN N74°04'10"E kry2�o 1 1 1.13 �t 3.0'N 2 6 N p,g, GRADE ELEV,21.90 N I TAX MAP NO.: 1000-033.00-04.00.020.000 1 DARK BROWN LOAM COU F PROPOSED POOL FENCE \O LOT AREA: 18.41 9.55 S.F.(0.423 ACRES) a' CH -BROWN CLAY OT c 2�. N pRiV£wiY DATE SURVEYED:DEC. 1 1,2020 5 LEGEND 12 OU ' S BROWN CLAYEY SAND(SC) 22' -ELEVATIONS REFER TO N.A.V.D.BS 1O, x( HYDRANT N?- SW 2 q -NO WETLANDS OR SURFACE WATERS WITHIN 300' SW BROWN FINE qb UTIL.POLE O ' 22p\ ky2 t ; -NO WELLS WFi HIN 150'OF SUBJECT PROPERTY TO COARSE SAND Mr SIGN pp ) ([1Xe 15' ® DRAINAGE INLET 17` CATCH BASIN aak 0 30 60 �� OPOSED ? �(� j Gmµ Feet NO WATER ENCOUNTERED D4 WATER VALVE y2220x 40 U g3 q t F 0.00 EXISTING ELEVA�'IpN GUNO POOLSCALE: 1 INCH= 3O FEET \x 2 J (D.W.I x22 22�, 71 v C 28.3' PL. CELLAR 2 0 37.33 LI _I m ENTRANCE 236\ Z PROPOSED k 35. � 3 �6k SINGLE FAMILY 24.33 �'� . D 22- g 2 STORY (n w 4 BEDROOM CL 0LJ RESIDENCEAGE 2S F.F2aCGFL.23O NN OPORCHPEN w Z_ < I h�o�lr -CLEAN OIlT O 2 62 w w X22 (S.T. TO GRADE k22� 2\ a 0 > 2{ 1 F.E. >0> 0 z a a i0' ( L_P.` TESTHOLE } 2} O W 1 M]N. J/ x EL=21.90 /� 6\ 'i -1 SCDHS USE ONLY 1 1 1,34 S74 04'1 0"W �y 2\;• 'Z 1 3 cc _ •.F,. ,'- ,... .... .., .. ,. .. . .. ._ Q .. A.PPROY.LO r r P\�1lb 7 `1e1 _ C.H T 2ya _.. . ._.._..._ , Llj , , -- .,r;.•. O 1,. 0.. MON 03 0 ,.,._ Li o Q 2, P'T'O 2 PLACE' u \ a6k �¢ r RESIT`ENCEo ( ,e e v PUP.1.[C WATER $ �� AJC LAND SURVINN PL.L C LAND SURVEYING & PLANNING � RESIDENCE-PUBL!CVIAT17R cam. --•� pp $���yO ° S PUB (`{ -•""--;..,�_ o 77 S.CoLEMAm RoAD, CENTEREAcH., NY 1 1720 RH®Nrm: 631.846.9973 o EMAIL: AJC246@OPTONLINE.NET i PROPOSED SANITARY SYSTEM l ^ �0 ] �� FOUNDATION LOCATION S U R�IEY 1500 GALLON SEPTIC TANK(S.T.) (� d (1)SIDIAM X 12'DEEP LEACHING POOL(L.P.) LOT 53 - MAP OF FUTURE EXPANSION(F.E.) - J EASTERN SHORES AT GREENPORT RESIDENCE: CALCULATION: 0=341 C.F.REQUIRED /Q � ` �� 6k- 5O ,Ni c FILED:APRIL 27 1 964-MAP NO.4021 Q PUBtr1 PROVIDE:(1)8'DIAM.x8'DEEP DRYWELL OR EQUIV. RIGHT OF WAY SITUATE RESIDENCE-PUBLIC WATER a\ GREENPORT NEST HOLE (NOT TO SCALD LOT 52x22.L0 TOWN OF SOUTHOLD MCDONALD GEOSCIENCE EN N74°04'1 O"E x2��6 1 1 1,13 DATE:DECEMBERS,2020 6'STK.FEN. SUFFOLK COUNTY, N.Y. 3 0' 2 6'N os'N GRADE ELEV.21.90 1' DARK BROWN LOAM(OL) a9x PROPOSED POOL FENCE ox TAX MAP NO.: 1000-033A0-04,00-020,000 cO 2�' 23, oR1vEv`1 H Y BROWN CLAY LOT AREA: 18,419.55 S.F.(0.423 ACRES) 5 4' LEGEND Zk O LOT 53 (N31 DATE SURVEYED: DEC. 1 1,2020 BROWN CLAYEYSAND(SC) 22� 0 _;Io FOUND.LOC.:JUNE 26,2021 rn HYDRANT a2 222 SW BROWN FINE Rb UTIL'POLE Q x -ELEVATIONS REFER TO N.A.V.D.88 1 2�� 22°, 22 Z -NO WETLANDS OR SURFACE WATERS WITHIN 300' TO COARSE SAND Ir SIGNS i m -NO WELLS WITHIN 150'OF SUBJECT PROPERTY 15' ® DRAINAGE INLET _-11 ® CATCH BASIN �,� C 0 30 60 17' 03 NO WATER ENCOUNTERED D4 WATER VALVE x.)2� 2223 �NA96 Feet 50,00' EXISTING ELEVATION � ® � C SCALE: 1 INCH= 30 FEET I Iy 2,s eO Lp Q U x,L2`0 S x222222 Zl n .J O ° Z�a2 2\92 0 0. O a W 5.0, •m `` �3 r _ N LI POURED CONCRETE 06 N (f ( 0 O FOUNDATION �l �J W m TOP FOUND.EL 25.1 i` JUN 2 9 2021 11 x23• U1 SITU'DrN DE17T. 0 0 0 0 a 0 220®RN6'' ?,.-•,r.+:Ti •-r �....`��.Y.Tr�•y�' t:k U CD I O ` '•_� ,�_., 0 W x22• rZ C o iiilA&LE I b DU,) I Nv 200 o 2 � Z 3 TESTHOLE ?2 I EL.=21.90 Ssx 4 �° SCDHS USE ONLY 1 1 1.34 S74004'1 0"W R�211 220 2\06 G O 9: 91 1.COPYRIGHT2019 AtC LANG SURVEYING PILO.ALL RIGHTS RESERVED. 2.UNAUTHDR=D ALTERATION OR ADDITIONTO THIS SURVEY MAP BEARING AUCENSED LAND SURVEYOR'S SEAL IS AVIOLATION OF SEC71ON7209, ' >7 \�� d SUBOMSION 2.OF NEWYORK STATE EDUCATION LAW. 'R 0 W APPROX.LOC.WATER MAIN \ ��� MON. w 3.ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK W W-- W--W- ANDOPINION. U Y`' W-®�W-W-W- W 4.CERIIFICATONS ON THIS BDUNDARY6URVEY MAP SIGNIFY THATTHE MAP WAS PREPARED INACCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE -'1 x22 * ZZd W-W_ ZQ FND. IX FOR LAND SURVEYS ADOPTED BY THE NEWYORK STATE ASSOCIATION OFPROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMITED TO PERSONS .� ,Jn O �� 0]< T x 2 FOR WHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TOTHE GOVERNMENTAL AGENCY.ANDTO THE LENDING INSTITUTION LISTED ON m 1\7� }�N W THIS BOUNDARY SURVEY MAP. (L I-•• \ PLACE U 5.THE CERTIFICATIONS HEREIN ARE NOTTRANSFERABLE. •••TTT �1���•.1��� 1111\\VV�J gy�pq, S.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IFANY a 222 UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BY THIS SURVEY. V" 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCRIRESTO THE PROPERTY LINES ARE FOR ASPECIFIC PURPOSE AND USE ANDTIiEREFORE ry OF fier 2 2 06 22 Z ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS,POOLS.PATIOS PLANTING AREAS.ADDRIONS TO BUILDINGS.AND ANY OTHERTYPE Iv Z/L• O OFCONSTRUCRON. r B.ONLY SURVEYS BEARINGTHE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHERTiAN EMBOSSED-SEAL COPIES MAY CONTAIN ¢ �. UNAUTHOR12EDAND UNDETECTABLE MODIFICATIONS.DELETIONS,ADDITIONS.AND CHANGES �` ��/. te+�+ 9.PROPERTY CORNER MONUMENTS WERE NOT SETAS PART OF THIS SURVEY UNLESS OTHERWISE NOTED. 10.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. y * * RESIDENCE- PUBLIC WATER Q - - - - - — — - - 1 -- -Q - - - > A.JG LAND-S-URVEYI-'N-C PLLC r L ti ~�I r`I ✓ a RESIDENCE PUBLIC WATER RES/pENCe P(/ LAND SURVEYING&�PLA!ItiiltiiING��� OSO9gO a�'CwArER 77 S. COLEMAN ROAD, CENTEREACH 1V�Y�IL'i 7-20 PHONE: 63 L-046.9973 I EMAIL'. I.J C246@OPTONLINE.NET I i I U SURVEY OF PROPERTY LOT 53 - MAP OF 501 VVIDE EASTERN SHORES AT GREENPORT PUBLIC RIGHT OF Wp'Y FILED:APRIL 27, 1964-MAP NO.4021 LOT 52 2IT SITUATE GREENPORT6'STK•FEN.'N FEE N74004'1 0"E 1 1 1.13 3 - 26O•gN TOWN OF SOUTHOLD X333 x SUFFOLK COUNTY, N.Y. o �° O 2'' N DRIVEN Y O LOT 53in N TAX MAP NO.: 1000-033.00.04.00-020.000 LEGEND cv co N LOT AREA: 18,419.55 S.F.(0.423 ACRES) 3X HYDRANT CO 4'METAL FENCE DATE SURVEYED:DEC. 1 1,2020 R, unL-POLE FOUND.LOC.:JUNE 26,2021 'Q SIGN m 220\ PAVER PATIO FINAL SURVEY:APRIL 15,2022 ® DRAINAGE INLET ® CATCH BASIN _27.0' •0' -ELEVATIONS REFER TO N.A.V.D.88WATER VALVE 50- r n -OFFSETS TO FOUNDATION. 00EXISTING ELEVATION + IN GROUND POOL V+ -BURIED UTILITY LOCATIONS AS PER CONTRACTOR. ZH n jIO ( 8'0X B'DP. 0 30 60 °w _j �'/ DRYWELL ,° Feet a SCALE: 1 INCH= 3 O FEET LOT 54 o z ?y° ex PI_5 -SHOWER > a e-CELLAR ENTRY Q 2 STORY ,� 201 cm V ¢ FRAME 24.35 x 35 0 v RESIDENCE a #6600 N ❑ B FL=17.61 �: , F. 6.39 GARAGE JUN ! 1 2022 RIDGEEL=51.53 Nm0 G•�=24.51 28.4' ° x 27.0o I •� � Me LVw N 3\ I 2v N OF r N 2� _ OPEN PORCH I d J o x r N !`.':'.F, lrz O Dl �� •._rt3••PAVER W" O 12 g2 - ,` - LL1�-*\ 3I OVERHEAD �' ELECTRIC SERVICE x22 2, Q S T 0 U SO/ ^ O a IA IL 5:. I R.CA Ti _ /.: DRIVEWAY z O L.P. o 2�%x m i v� 2\s, N +1� .09g g 111.34 3 S74 04'10"W R*-- 91 2 > rn APPROX. 3 PAVE LOCWATER R APRON \fig Ltl —w—� �.L w�w_ . MAIN I EGAL NOTES: 0 V_ 2, w W W W__M,-� \ /- 1.COPYRIGHT 19 AJC LANG SUTNEYING PITC ALL RIGHTS RESERVED. `-I Q x2 w W W p w�_W- ° END- 0 2 UNAUTHOR' DALTERATONORAODM NTOTMSSURVEYMAPBEARINGALICENSEDLANOSURVEYOR'SSEALISAVIOLATTONOFSEGTON72 . m Ci i OA i 22 Z SUBOMSICN .OFNEWYORKSTATEEDUCAMONLAW, L� SUTTON 1 ANOOPIMON.DARY SURVEY MAPS WITH THE SURVEYORS EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES CFTHE SURVEYOR'S ORIGINALWORK O 1�- 2 W 2 Ld 1'(nV ^ , W Of FORA. LAND ON THIS BOUNOAFt/SURVEY MAATEA FYTHATTHEMA RWASOFE PREPARED INACCO ORS.WRH THECURFICA EO IS LIMITED CODEOFPRSONS YI 0 22 O �x FORLAND SURVEYSADDPTEOBYTHENEW YORK STATE TO E COF CMPROFESSIONAL l'ER SURVEYORS.M THE CE RfIFlCATONGSLIMBEDTOPERSONS �Yvy N FOR V BOUND BOUNDARY SURVEY MAP IS PREPPFiED.TO THE TITLE COMPANY.TO TME GOVERNMENTAL AGtNC1'.AND TOTFIE LENOINGIN5TT1UT10NLISTID ON �y I 22• A W TMIS BOUNDARY SURVEY MAP. Q 5.TME CEHTiFlCAT10N5 HEREIN ARE NOTTRANSFERABLE °6 J B THE LOCATION OF UNDERGROUND IMPROVETAENT5 OR ENCROACHMENTSARE NOTALWAYS KNOWN AND OFTEN MUST BE E511MATED.IFANV I 22 O_ UNDERGROUND IMH PROVEMENTS OR ENCROACHMENTS E%ST OR ARE SOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED 131` -0S SURVEI-. 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCRIRESTO THE PROPERN LINES ARE FOR A SPEGFlC PURPOSE AND USE AND THEREFORE Ctb Z ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES.RETAINING WALLS.POOLS,PATIOS PLANRNGAREAS.ADDITIONS TO BUILDINGS.AND ANY O RIPE OFCONSTRUCRON. B ONLY SURVEYS BEARINGANO EH ASMAKERS MODIFI AMONS.EALEHOULO BERELNS.UPON SINCEOIHERTHAN EMBOSSEDSEAL COPIES MAY CONTAIN O N UNAUTHORTlm ANO UNDETECTABLE WERE N CATONS.DELETIONS.ADDRTONS.ANO CHANGES. NUMENl'9 P ALL MEASUREM ER MOEFERTOS U.S.SU NOTSETAS PARTOFTHIS SURVEY UNLESS OTHERWISE NOTED. O 10 ALL MEASUREMENTS REFER TO .S.SLfiVEI'FOOT. U �s C ND SURVEYINoC-PL.,LC— - ca LAND SURVEYING&-PLANNING—�� 77 S. COLEMAN ROAD, CENTEREACH, �j1720 o V-PHONE: 631_._846.9973 I c__= AIc-2-46@OPTONLINE.NET I I U SURVEY OF PROPERTY 5p�W1DE LOT 53 - MAP OF Ay 1 EASTERN SHORES AT GREENPORT RIG1aT OF V'j FILED:APRIL 27, 1964-MAP NO.4021 LOT 52 Z,y,�3 xZ2p, SITUATE GREENPORT os"`F z e'N o N74-04-1 O"E 1 1 1,13 TOWN OF SOUTHOLD 2333 Ox SUFFOLK COUNTY, N.Y. 0 2r , N DRIVEW Y to LOT 53 TAX MAP NO.: 1000-033.0404.00.020.000 LEGEND N 0 N 0 LOT AREA: 18,419.55 S.F.(0.423 ACRES) 7rC HYDRANT 4'METAL FENCE DATE SURVEYED:DEC. 11,2020 Rb UTIL POLE O FOUND.LOC.:JUNE 26,2021 W SIGN �r1 t2 FINAL SURVEY:APRIL 15,2022 ® DRAINAGE INLET PAVER PATIO FJp,2' ® CATCH BASIN 27.0' -ELEVATIONS REFER TO N.A.V.D.88 p4 WATER VALVE 2O X 4o rj00°k EXISTING ELEVATION -OFFSETS TO FOUNDATION. IN GROUND POOL Y -BURIED UTILITY LOCATIONS AS PER CONTRACTOR. Ii I. ® 1 DRYWELLP i +-rq w N 0 30 60 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES g ��/ zz`� :f Feet APPROVAL OF CONSTRUCTED WORKS FOR m 2? _ i p2 SCALE: 1 INCH= 30 FEET ASINGLE FAMILY RESIDENCE LOT 54 LL 7 @X 97.75 � /,-CELLAR ENTRY 90 1 W u 2 STORY qb m . x2� O' Date 6123122 H.S. Ref. No. R-20-2079 _ O ? FRAME 35` -- U 24.95 -� ``� o RESIDENCE a The sewage disposal and water supply facilities at this location have been �p N #660 0 inspected and/or certified b this Department or other agencies and found 'O B.FL=17.61 m p y p F.FL=26.39 GARAGE N m to be satisfactory FORA MAXIMUM OF--_-!--BEDROOMS. 28 4 RIDGE EL-51.53 G.FL=24.51 ' rA a A�,x � 27.00 i 2430 NeIV CRAIG KNEPPER, P.E.,CHIEF 2 ;• OPEN PORCH O py Office of Wastewater Management > 0 O lti �i•�.�2 PAVER WALK I Z�Z 21$2 LL .:� ; OVERHEAD ELECTRIC SERVICE Y S.T�O,/• ,� Q :n ' o� 2 �i•. :N i R.CA �N Lp S'j^` DRIVEWAY �� ^� " Ogg 1 11.34 x S74 04'1 O"W R�211 22° 1 91 I ! � } i ; < PAVERAPRON �L\10 11J Q _ Il V YQ APPROX.LOC.WATER MAIN ! .c:enc=r_ k22. —\r-..__ .r"..._.;�_.�' ._.1.�__l+ _ MON.p� '.:R:GI{-Jn'efJ.:L-^:U SUin'E1T>iGPLv.\L_h GHTS FE�E�'._U M 0 SUTTON _ ° FND..•^-d d tl!'.:IJTNGf+r'.0 ALT£'!421f+t OR M1CClTrG1:::T�'.�:A;fh'E\'L'af'CEA4n`:G Al1.^-T.':Y i-10L'R'-^cY04'3—AL1•Ji �-�r�' pi ,�V SU& rr_:n::' CF t.c\•v7R.: >t I c EL':.G::•:,^..v LA•il O d = 21 1 +.-�/7C�,"' � Z 2G!J'_v0(:UtiC:.Y+3.�!E'(!.:nig_-1•.iT+.^1E'"'.:X'r,:YL:=SEM.;.J3�EQ'[;1.:F:E c:,v:;.1: TR;If;:.vUCQZW:CI'Cc)PfES CF^.!£:,U:�'.T_Y::F 4CiJu^:nL l'..`•t'! _ q W �.�-l�.J-y).^,\a G'�ing L-:N:i4Tf/AJf3'-c'.InP�`G\`St'1\f4"TI+T`rAF U.'J.yPT-'!'Pt.PCJ'tJ A(;�(J%eC4YCi'.N":ISS.E':1F4L:\:E%'S'1N3•.GL)i tTF'�"VI-.Ti:F O U FCN LAVA EL:K:T_v3 nQ[r-i:;)BY T\(=•.E'1!Y'7F'i:_i:.T=:.;3.-Ff:.TCM1i CT PP.OF!:iv;.7\Al.L(.\'G:;:IT.'GVOFS 11JC-1�F C::<n,-1;;/-T1C:.1,�LI,'ITcU'O FT."C�^::i � �•Z � U "^.H\TNCII T•!E6CY.:-1^+R'>tl"Y\'E".VPv•_!.4Ei'=F�_)`G lNJ T:.E.:.G::F:-'J"TC TI-([G.;4F".!1':E\'-alnc'xN::•:.:Jp T()Tt!:LGNQ'�:.:;: �',L:.C.`:L!3!LGCV' I G o 'nn;;�c1!:aQa F.r s•:rn�'alAr• 6';is.-.Ef+T%F�:.n':QV`;.•LT+E.�.+s<E'v.Tst=:v=..-ri-:AZ:.E 1 Z/L• T!!-_L0-A-1—<:F 1-1.1E'GF+G�t.^�.'f.'"rr>.:..i!SF'.'.TC.QT.e.`:CYOT.:�"•E:.i 1Ti.:+f'10T AL':14"5K`Jr;'J.TIA.\^.):)�TT;•!!�L"i'i?c CL IJI:QE=GSCU:.0 i]J'NJ:c•tI `_'`1::PC=.:ti'-!;: 'IC C.!=F�F_>?•;;G:;L�'E J:^.'Gli i'.i+(lY.'J t:wGE•.'J�"!%(,t!T 3E G(TiUC'.:+v 5 T'::TNG cF•JPL✓=T'f:.\`i:.Vi=F'ri<A CPLCIfIC Fl!?VSE.\•.^.Jac At.:�T•!:F£FC3s .^e... 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COLEMAN ROAD' CENTEk`A`c-I; NY.14,720- O -PHONE:,,631,.8,46.9973 F'- =1= '` BUILDING DEPT. :EMAIL:AG246@OPTONLINE.NET TOWN OFSOUTHULD .II m TONN COMMENTS z O it LT DELUXE II � PP 0 EED AS NOTED z DATE: B.P.# O FEE: BY: '-- NOTIFY QUALITY NEJM HOME MODEL E3Y NOTIFY BUILDI� BY:' LL G � _ ARTAENAT 765-180 8 AM TO 4 PM FOR THE T tu MODERN AOE HOME BU I L1::)E 5, LLO FOLLO ING INSPECTIONS: RETAIN STORM WATER RU TOFF � I. FOUNDATION - TWO REQUIRED PURSUANT TO CHAPTER 236 0 FOR OURED CONCRETE OF THE TOWN CODE. O 2. ROU H - FRAMING & PLUMBING p 3. INSULATION 4. FINAL - CONSTRU!'T!ON MUST p BECOMPLETE F.-- DD NOT PROCEE WITH 4 O' FRAf�11AIG UNTIL S RVEY f.LL CONSTRUCTION SHALL MEET THE QF F=OUNDAfiON L CATIO REQUIREMENTS OF THE CODES OF NEW UA YORK STATE. NOT RESPONSIBLE FOR N�S CSE i`1 APPR VED. — DESIGN OR CONSTRUCTION ERRORS. COM LY WITH ALL CODES OF NEW YORK STATE & TOWN CODES OCCUPANCY OR - AS REQUIRED AND CONDITIONS OF USE IS UNLAWFUL WITHOUT CERTIFICATE " Ro OF OCCUPANCY So!I10I n TaWN TRUSTEES f UMBER CERTIFICATION ALL PLUI.4�?'�J ty LEAD 30NTENT BEFORE &WATER LINES NEED 0 -RTIFICATE OF OCCUPANCY TETIr�o `Fc; ``° ar r'" a N SOLDE USED IN WATER Must provide nmals sUPPLYSYSTEM.CANNOT D, J and S aF or E=XCEED 2/10 OF 1% LEAD. ELECTRICAL NYS Enemy ode -- Ir4SPECTIO"N !REQUIRE - - - - - - - - - - - - - - FINISHED SECOND FLOOR -- -- - -TIRuSS PLf .ARDING Rrt� ���e� Blower door and ductwork w All e� �r�or listis� z v instht' d, {` testing required. r V/ C) rcplir �lRA O N to Cb, � ,+. m z D1:1EJ 0 ® ® � �- z � wZ 0 0 of Too,t1 � Cd^ 4 rt ? AC w a ® ® FLOOR AREA TABLE � � }- � ,- ��z I I w - - - - - - - - - - - FINISHED FIRST FLOOR I RST FLOOR SECOND F 1,202 sf �/ Q m �, < GARAGE 552 sf (>_ Q 0 } �Q ® ® ® ® _ ❑ ® ® N BASEMENT 1,226 sf �/ O IX Q FINISHED GRADE PORCH 241 sf Z La D TOTAL L I V I NC SPACE 2,41'7 sf I I I I I I I I I I I CONDITIONED FLOOR AREA 5,645 sf Z I I I I I I I I I I II I II I( II I II I II II II I I II ❑ ❑ -- — (INCLUDES BASEMENT) — _ _ _ _ — — — — — — — — — ❑ ❑ ❑ INFILTRATION VOLUME 57,200 cf - - Q (INCLUDES ATTIC 4 BASEMENT) i I I I I I I i l I I I I I I — ❑ ❑a I E,.,ar,,z ,r I I I I I I I I I I I i t I I — _ ❑ ° ❑— ❑ ❑ — ❑ ❑ — —1 — '� ❑ — ❑ ❑ _ 3 `�`ads°� If'"r`°' . � - - - - - - _ - - _ _ - - - - - - - - - - - - - - - - _--_ - - - ~., '1r` '�• ! INDEX DRANINOS DRAWING No. COVER $ ELEVATIONS A I FOUNDATION PLAN A-2 :•, na`' [ *g�.'a FIRST FLOOR PLAN A-5 i�ONT LECATION 'VV-4 (tfC, A� IVA/ 2nd FLOOR PLAN A-4 W SCALE: I/4" = I ft ALL BRACING 8 ROOF PLAN A-5 ®ELIV�R�fl FES 05 2021 SECTIONS 8 DETAILS A-6 NOTES A-1 TJI-DETAILS A-8 0 0 r X � p —� to oo I[S) f � ow w 12 (� } -❑5.25 � O � Q � � . F. O O o 6 LU F7 11 ❑ ❑ Q OLJ < 12 Z a � V —1- ---------------- 15.25 El El El----------- ------ ------ — - -------------- � W 5� � � n/ I— LL. 0 n� LL U-11 f ----------- ---- — ------------------------- ---- ----- ------------ Mill 111111111 111H ------------ - ------ ----------- ------- ----- ------------------------ — ---- -------- -------- ------------ ------ r DATE: FEBRUARY 2021 COVER 8 5II7E ELEVATION REAR ELEVATION SIDE ELEVATION ELEVATIONS SCALE: I/8" = I ft SCALE: I/8" = I ft SCALE: VV' = I ft DRAWING NUMBER A - I A P A-6 235# ASPHALT SHINGLES;MIN. (4)-FASTENERS PER Z STRIP FOR EAVES LESS THAN 20' ABOVE GRADE [R 0 "105.2.6] O 24'-4No. 15 ASPHALT FELT UNDERLAYMENT [Rg05.1.1] V 14'-8 I/4" TWO LAYERS 2:12 TO 4:12 SLOPES;ONE LAYER > 4:12 j l'-5 i/2" SELF-ADHERING POLYMER-MODIFIED 1- 2x8 [UG35] P.T. LEDGER BITUMEN ICE SHIELD BARRIER [Rg05.1.2] ZO 1/2"(P x 4" GALV. LAG SGREWS AT 16" O.G. 24" INSIDE EXTERIOR WALL LINE FOR 2:12 TO < 8:12 SLOPES STAGGERED [R507.q] P.G. FTG 36" INSIDE EXTERIOR WALL LINE FOR > 8:12 SLOPES Q� 1/2" STRUCTURAL PANEL SHEATHING [RbO3.2] BASEMENT ENTRANCE STAIRS 8" REINFORCED CONCRETE RETAINING WALL R-3q GL05ED-CELL SPRAY FOAM (SPF) INSULATION _ (2)-2x10 P.T. GDR J I W LL I L #4 REBAR AT 12" ON-CENTER EACH WAY F- m L J DECK ° J STANDARD HOOK AND LAP INTO 16" x 5" P.G. FOOTING. 2" MIN REBAR COVER SOLID WOOD BLOCKING O U1 Z ABOVE z _ _ O m N Q O N - - - - - - - -- - - - - - - - - - - - t O (Y 1 - I GEILING JOIST < 0 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 3-245L-- - - -, I i F 3°24 5L I I DRIP EDGE LR905.2.8.5] � - Ix8 WOOD FASCIA II" T d 1/2" GYPSUM WALLBOARD - SOFFIT VENT - 7156"R DOUBLE 2x TOP PLATE VINYL SIDING. ATTACH THROUGH RIGID c0 MINIMUM 24" LAP SPLICE LENGTH (R602.3.2] INSULATION TO WOOD FRAMING PER MANUFACTURER'S INSTRUGTIONS FOR HIGH-WIND EMERGENCY ESCAPE RESCUE OPENING P _ _ AREAS AND TO RESIST A MINIMUM 28 sf F_ g �H NDI (R11.78] SUCTION LOAD (EXPOSURE Bsf p a ) OR 40 4 I - - - - GAS WATER HEATER [R310] I GONG PLAT (EXPOSURE G). �# A. 0. SMITH I AND STEPS _ II GPVT 50 200 <- ON 10ISRS CAPACITY = 50 gal BASEMENT 36 I I �t 4" P G. SLAB I ORYWELL o I I Q O I 4._5.. U- I PLASTIC HOUSEWRAP INSTALLED OVER FOAM x I - - - - - -_ _ _ _ _ _ _ _ INSULATION. INSTALL AND TAPE ALL SEAMS PER L - NOTE: MANUFACTURER'S INSTRUCTIONS [R703.2] N � -I I 2x4 WALL STUDS AT I6" O.G. HOLDDOHNS ARE 5-1/2"d) STL COLUMN I R-15 UNFAGED FIBERGLASS BATT INSULATION NOT REQUIRED FOR 6"xl0"xl/2" TOP PLATE I I 23-8 I I R-5 I-INCH THICK EXTRUDED POLYSTYRENE (XPS) O - -� a"xb"x1/2" BASE PLATE I I I 1/2" GYPSUM WALLBOARD RIGID FOAM INSULATION. INSTALL USING THIS PROJEGT. ON 2'-6'x2-6'x12 DEEP P.G. FTG. I I I I GAP-HEAD NAILS WITH A MINIMUM 3/4" 1 x IIb75 LVL GDR w/(3)-#5 REBAR EACH WAY I R-13 2" GLOSEO-CELL SPF INSULATION PENETRATION;SPACED 12" O.G. PERIMETER AND f (ENGINEERED DESIGN) (TYPIGAL-4) I I ( I (ALSO AT RIM JOIST IN SECOND 16' O.G. FIELD. I I FLOOR PLATFORM - NOT SHOWN) 1/2" STRUCTURAL PANEL SHEATHING 7._2.. r 7._4.. F '7'-2' r 7V_2 __ __ �___ `t _ 3/4" STRUCTURAL PANEL SUBFLOOR O I I I m 2x SOLE PLATE I -- - I I I - I I o f L - J L - J L - - J BEAM PTMA 2� I I �� I I O /�/ 2x BAND JOIST 'v I I 2x6 PRESERVATIVE TREATED SILL [UG2] ILL m I I N I I t I I I -I I I I I FLOOR JOISTS Jill COPPER TERMITE SHIELD OVER SILL SEAL E�L (3)-2x10 FL HDR (3)-2x10 FL HDR NEXGAVATED Ot I I N EXTEND SIDING TO WITHIN 12" OF FINAL 3-1/2"(P STL COLUMN I 0 I cV I I WOOD SILL PLATE TO FOUNDATION ANCHORAGE GRADE FOR HISTORIC DISTRICTS ^ ° ` R 11-4'I � 4.5"xl0 xl/2 TOP PLATE � I = ly = I I I I [R403.1.61 �- ° 8"x8'xl/2" BASE PLATE I � d- t OO `fl I I I MINIMUM Ys" d1o. ANCHOR BOLTS SPACED NOT ON 2'-O"x2'-O"xIO" -- I rn 1- GREATER THAN 6 FEET ON-CENTER EMBEDDED r(� 1-4,I DEEP P.G. FTG. I (2)-2x10 1 Ill- Q I I NOT LESS THAN 7" INTO CONCRETE OR GROUTED FINISH GRADE v Q w I FL HDR � �? I ( I CELLS OF CONCRETE MASONRY UNITS. THE l 1 3-1/2"4' STL COLUMN O I I I BOLTS SHALL BE LOCATED IN THE MIDDLE THIRD _ v, U- 4.5"x7"A/2" TOP PLATE X OF THE WIDTH OF THE PLATE. A NUT AND (� O I I I I 8"x8"x1/2" BASE PLATE N I I Q N I I I WASHER SHALL BE TIGHTENED ON EACH ANCHOR 1L. x ON 2'-O"x2'-O"xl0" I I I I BOLT. THERE SHALL BE NOT FEWER THAN TWO w 11 1 m W 3024 SL I DEEP P.G. FTG. 2�6� I STUD TO SILL PLATE UPLIFT I I BOLTS PER PLATE SECTION WITH ONE BOLT -.d 7 l�-1 I I I STRAP UNDER POST TO ROOF LOCATED NOT MORE THAN 12 INCHES OR LE55 z _� w (n m Z l4 BEAM (TYP-4) I I THAN SEVEN BOLT DIAMETERS (3.5") FROM EACH FL tT Z Z,�/ DECK LATERAL CONNECTION [R507.q.2] 1 I END OF THE PLATE SECTION. WALLS 24 INCHES 0= cn O < `r Q - U[. 13'-4 I I I O�p LU r z w J T O_I W SIMPSON DTT2 I I I TOTAL LENGTH OR SHORTER SHALL HAVE NOT O =j N Q a z Z W INSTALL IAN MANUFACTURER'S SPECIFICATIONS 1 I I I I FEWER THAN ONE ANCHOR BOLT LOCATED IN THE a ;__j N (� }- d i-- O z 8" P.G. FOUNDATION STEMWALL UPON I CENTER THIRD OF THE PLATE SECTION AND V- -4 I I 11UI� in c0 16" x 8' DEEP CONTINUOUS P.G. FOOTING SHALL BE ATTACHED TO ADJACENT WALL <w u m d� I� Iu O Z 1 c.3 W I DROP FOUNDATION BELOW SLAB DROP FOUNDATION BELOW SLAB I I PANELS AT CORNERS AS SHOWN IN ITEM q OF Q Q Q j v 3 <�v Q Q L AT DOOR OPENINGS AT DOOR OPENINGS - - - - J I TABLE R602.30). (a M -IL v `T' _ I I DECK R-11 BASEMENT WALL BLANKET INSULATION 3 Q (K O>w IL Q } Q Q _ -- (2)-2xlOFLUSH - ' - ABOVE - _ _ _ _(2)-2xI0FLUSH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �� w� I `fl I I P.G. FOUNDATION WALL m O w o O .d - CONTINUOUS HORIZONTAL REINFORCEMENT: ONE No. 4 H r iK w - - - - - - - - - - - J Q `� - - - - - - - - - _- J BAR WITHIN I2 INCHES OF THETOP 0FHALL STORY U-U �0 lu AND ONE No. 4 BAR NEAR MID-HEIGHT OF THE WALL X N Z 2'-q" LL 8'-O" 2'-q" q'-2" 2'-q" 2'-8" 8'-4" Q 71 A71 STORY [TABLE R404.1.2(I)] 'y\ i j 2x8 [UG3B] P.T. LEDGER EXPANSION JOINT r c0 � I/2"�P x 4" GALV. LAG SGREWS AT 16" O.G. STAGGERED [R50-7.q] i- - I F --i i- -1 4" P.G. FLOOR SLAB (2)-2x10 GDR _- -- -+ + -- -__+ (2)-2x10 GDR -- POURED CONCRETE FOOTING -1 ON UNDISTURBED SOIL [R403.1]ro MIL FLYETHYLENE FILM U9TG CONTINUOUS UNDER STEMWALL 6 J2- r....': T"(F I GAL NALL SECTION q'-I 3/4" 6'-6 3/16" 7'-O" 24'-8" SCALE: NTS a." 4" 141 "r-t1 :Q DEL VERLB FEB 0 5 202E 4"x4" [UC4B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON D 12"0 x 6-0" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON A 24 x 24' x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM d) MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 1,5k IN PRESUMPTIVE 2k BEARING SOIL (TYP-q) F- ,, `` A-6 (ENGINEERED DESIGN) V FOUNDATION PLAN SCALE: 1/4" = 1 ft ~ `t �O l r Q l I D Iu k � < 0 o STRUCTURAL DESIGN NOTE ^ V � � � 0 z WINDOW AND DOOR SCHEDULE In accordance with the 2020 RGNY5; structural cl Q I-- U 1-4u- No. DESCRIPTION CLEAR OPENING CLEAR OPENING GLASS VENTILATION OVERALL THERMAL SOLAR MIN.DESIGN PRESSURE ROUGH No. ADDITIONAL elements such as engineered wood, siteel and p- N v A WxH AREA AREA AREA UNIT AREA PERFORMANCE PERFORMANCE EXPOSURE BIC OPENING COMMENTS steel/wood composite columns, beams, headers and < Ili girders that: > i-- z A UNITED WINDOW 3900 3050VA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.31 -22.0/-26.6 psf[20 sf] 36"x 60" A SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE Z B UNITED WINDOW 3900 4040V N/A N/A 11.96 sf N/A 16.0 sf U=0.28 SHGC=0.32 -22.0/-29.7 psf[20 sf] 48"x 48" B PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE pp C UNITED WINDOW 6000 3020V N/A NIA 4.30 sf N/A 6.0 sf U=0.28 SHGC=0.32 -20.0/-27.0 psf[50 sf] 36"x 24" C AWNING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE 1) resist gravity loads, and U ,d D UNITED WINDOW 3900 2050VG 18 7/8"x 26 13/16" 3.51 sf 6.76 sf 3.51 sf 10.0 sf U=0.30 SHGC=0.28 -26.0/-35.1 psf[20 sf] 24"x 60" D SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE 2) are not contained in the prescriptive design E UNITED WINDOW 3900 3050VGA 30 7/8"x 26 13/16" 5.75 sf 11.13 sf 5.75 sf 15.0 sf U=0.30 SHGC=0.28 -22.0/-26.6 psf[20 sf] 36"x 60" E SINGLE-HUNG,VINYL FRAME,LOW-E GLASS,ARGON,WITH GRILLE cj „ provisions of the 2020 RGNY5 1►-Q F UNITED WINDOW 4500 3131TR6016V N/A N/A 6.04 sf N/A 9.0 sf U=0.28 SHGC=0.32 -26.0/-35.1 psf[20 sf] 72"x 18" F PICTURE,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE p IL W a f6 G UNITED WINDOW 5500 3024V N/AV N/AV N/AV N/AV 7.0 sf U=0.30 SHGC=0.30 -22.0/-29.7 psf[20 sf] 36"x 28" G SLIDING,VINYL FRAME,LOW-E GLASS,ARGON,NO GRILLE(BASEMENT) were designed in accordance with Ln H LNITED WINDOW 4500 PD6068V NIAV N/AV N/AV N/AV 40.0 sf U=0.28 SHGC=0.31 -20.0/-27.0 psf[50 sf] 72"x 80" H PATIO DOOR, LOW-E GLASS,ARGON,NO GRILLE ANSI/AWG NDS-2015 with 2018 supplement. Irto I THERMA-TRU FIBER-CLASSIC FCM65/FCM65SL 36"x 80" 20 sf 5.0 sf 20 sf 34 sf U=0.23 SHGC=0.30 -22.01-29.7 psf[20 sf] CHECK UNIT I FRONT DOOR WITH SIDE-LITES,MAHOGANY,CLEAR GLASS 0O J C.H.I.O.H.DOOR 2250 PANEL STYLE 8'x 7'1 56±sf - 56±sf 56±sf NIA N/A -23.0/-27.8 psf[50 sf] CHECK UNIT J RAISED PANEL GARAGE DOOR,WHITE,OPTIONAL INSET GLASS Structural elements such as walls and fenestration K THERMA-TRU SMOOTH-STAR SSF220 32"x 80" 17.8 sf 0 sf 17.8 sf 18 sf U=0.18 SHGC=0.01 N/A CHECK UNIT K SOLID PANEL 20-MINUTE FIRE-RATED HOUSE-TO-GARAGE DOOR that: L THERMA-TRU SMOOTH-STAR S206 36"x 80" 20 sf 5.0 sf 20 sf 21 sf U=0.22 SHGC=0.09 -26.0/-35.1 psf[20 sf] CHECK UNIT L HALF-LITE,LOW-E GLASS BASEMENT-TO-OUTSIDE DOOR DATE: FEBRUARY 2021 MINIMUM HEADER SHALL BE(2)-2 x 8(4"WALLS)OR(3)-2x8(6"WALLS);WITH 1/2"(4"WALLS)OR 1"(6"WALLS)RIGID FOAM INSULATION IN EXTERIOR WALLS UNLESS OTHERWISE NOTED I) resist wind loads, And " MINIMUM DESIGN PRESSURE REQUIRED FOR 140 mph WIND COMPONENT LOADS ARE BASED ON TABLE R301.2(2);MEAN ROOF HEIGHT=25 ft;EFFECTIVE WIND AREA AS NOTED IN BRACKETS[--sf] ALL FENESTRATION IN THERMAL ENVELOPE SHALL HAVE MAXIMUM AIR LEAKAGE,AND BE LISTED AND LABELED,PER ENERGY CODE R402.4.3 2) are not contained In the prescriptive design FOUNDATION PLAN d provisions of the 2020 RGNY5 TYPICAL HALL SECTION were designed in accordance with ASCE 7-I6 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are annotated "ENGINEERED DESIGN." A _ A NOTES INDEXED TO THE 2020 ENERGY GONSERVATION CON5TRUGTI ON -T-10 1/2" 10'-6 1/2" 12'-1° 6'-4" O CODE OF NEW YORK 5TATE 11-- R101.5 RI01.5 COMPLIANCE: This building was designed and shall be constructed to meet the 2020 EGCGNY5. Both RE5check N.S. Department of Energy) and REM/Rote Moresco) computer Ir PROVIDE RESERVED PAGE IN SERVICE PANEL TO GODS Z Y software was utilitze to demonstrate compliance. All FOR FUTURE SOLAR ELECTRIC INSTALLATION [TI03.q] Q a,. mandatory provisions of the 2020 ECCCNY5 - Residential �� V Provisions are in force. ATTIC PATH AY FOR SOLAR ELECTRIC [TI03.8] Illy INSTALL 2"(P VERTICAL SCHEDULE &0 PVC, GONDUIT � ' 8105.22 WRITTEN STATEMENT: To the best of my knowledge, 8' O" WALL LINE THROUGH ALL WALLS TO ATTIC, WITH TEMPORARY PLUGS LL " CLOSED-CELL SPF belief and professional judgement,these plans comply with the ABOVE OR G PS AT EACH TERMINUS [E5&02.3.21. Energy Code. Furthermore,as a RE5NET certified rater (I.D. N W No. 26W,30, I certify that these plans comply with the Home <Q gO F- ° r Energy Rating System (HERS) program. A signed certification E� O O O O 4 ° /J//�//�� O --------- - - of compliance with the HERS program (HERO) will be submitted w P Q PIG URE /� z - ----- -- '' of the constructed building to demonstrate compl►ane. N Q� IU I =--- GYPSUM BOARD (Y z (3)-3°5° 6°68 _ ____TiI __ 1 I_ __L______ _ 711 O < -r T R301.1 CLIMATE ZONE: 4A Suffolk,NY -- (2)-1.75x11.25 LVL HDR (2)-1.75x11.25 LVL HDR -- -- J 1 ® L__---- (V �� J Q ul --_ I--- I i CONTINUOUS BEAD OF w Q Q U (ENGINEERED DESIGN) (ENGINEERED DESIGN) I N I DW I I I SEALANT R401.2 COMPLIANCE: This project complies with 2) Section 8405 Y p L _ -_1----_I______________ I !1- ,. � 1� i? - 51mulated Performance Alternative,and the provislons of v _J Q r i N GYPSUM BOARD Sections R401 through R404 labeled "Mandatory." m EXTERIOR ' Mandatory requirements: 1R[8100] -INTAKE KITGHEN i i 36' GU D 312.11 } j, R4013 CERTIFICATE= Builder to post per Code. IL z K ______________ ______ [I)I O 8` BEAD OF R402.4.1 THERMAL ENVELOPE: To be tested d verified to 3 23'-4" ppp[[[ -------------- Lf) _--_-_--_- ----------------- CONTINUOUS _ _ _� O SEALANT AGH by HER5 rater. Slee Table 8402.4.1.1 In plans. z --------------, I r 3 ° H ND AI [R 11.7 8] a' I R402.4.2 FIREPLACES: Factory built with UL 12? doors. O z I I U r CONTINUOUS MINIMAL R402.4.3 FENESTRATION: See window/door schedule z FAMILY ROOM BREAKFAST o '_ ' a LU - 1 EXPANDING FOAM AT WINDOW R402.4.4 FUEL-BURNING APPLIANGE5: All room heating and J I�? I I BA EM NT EN A GE 0IL UNIT PERIMETER hot water heating appliances to be direct vent with both O X�� L 7'-O 4'-4" O Q O <- O N Intake and exhaust pipes Installed continuous to the ' 0 w UL 12'1 LISTED AND I- ~ outside. u' x p n Q WINDOW UNIT LABELED 36" R402.45 RECESSED LIGHTING: IG-rated and labeled as O FACTORY-BUILT NOTE: q'-O" CEILING HEIGHT O O I = I havingan air leakage rate of not greater than 2.0 cfm per ode. g g �� FIREPLACE [81004] THROUGHOUT FIRST STORY � 000 R402.5 MAX.U-FACTOR d SHGG: See window schedule. 25 cfm CONT. I - I INTERIOR GARAGE WALLS: EL PAN R403.1 CONTROLS: See plans for thermostat information. ~ TO ERV I I R-15 BATT INSULATION Prol TECHNOLOGIES cv R403.32 DUCT 5EALING: All duct joints shall be MODEL T705 �t � [MI505.4] j j Yz" GYPSUM BOARD E mechanically fastened and sealed with duct mastic PROGRAMMABLE I I THERMOSTAT I I GARAGE CEILING: --- ` CONTINUOUS MINIMAL sealant. Apply mastic to duct seams. I I e EXPANDING FOAM AT WINDOW R403.33 DUCT TE5TIN6: A duct air-leakage test Is not F I I JZ° GYPSUM BOARD E _� (3)-1.75 x 14 LVL FLUSH (37' LONG) I I [TABLE 8302.61 UNIT PERIMETER required under exceptions I and 2. (2)-2xlO HDR J I E 84033.5 BUILDING GAVITIE5: Framing cavities shall not be I E o used as ducts or plenums. 6-6 II-4 REF I _- ` 1 8403.4 MECHANICAL SYSTEM PIPING INSULATION: Insulate O 4x4 POST mechanical system piping carrying hot water to an 0 36 GUARD [R312.1] R-value of not less than R-3. cv - -- - -- -- - -- -- - -- - -- Q R403.5.1 HEATED SERVICE HOT HATER(SHW) CIRCULATION m 2471 ° PDR 3'-O" LOAD BEARING ALL CONTINUOUS BEAD OF SYSTEM: Not in project. _ 4x4 POST 1 U) HEAT DETECTOR v SEALANT R403.6 MECHANICAL VENTILATION: ERV continuous O I N-> cv 1 F 4.. 36" RAILING H ventilation system specified In the plans exceeds the m U 10 R I! minimum efficacy of 1.2 cfm/watt. R4033 HVAC EQUIPMENT: Sized In accordance with AC.(' L4x4 POST K Manual J and Manual S. __ _ _ _ SELF-CLOSING 20-min GYPSUM BOARD ItJ 20 cfm CONT. To ERV 2�f° F.R. DOOR[R302.5.1] R403.8 MULTIPLE DWELLING SYSTEMS: Not applicable 1 36" GUARD [8312.1] 1 z [MI505.4] '(-�� 8403.9 5NOH MELT: Not in project. _ y 1 -7'-6" 3'-2" N G - -- -- -- -- -- R403.10 R403.10 POOLS AN SPAS: Not In ro ect. in o cv Q -- -- -- CONTINUOUS BEAD OF p j _� I 2�i m (3)-1.-75 x 14 LVL DROP HDR /- III PORTABLE SPAS: Not In project. m 2' O" 2'-6" % N ADHESIVE R404 LIGHTING: Builder to Install high-efficiency lamps In at N o (ENGINEERED DESIGN) least clO% of permanently Installed fixtures. d I - p m �---- CONTINUOUS BEAD OF ° I CARA&E SEALANT R405 51MULATED PERFORMANCE ALTERNATIVE: This method was 17 DOUBLE I� CJ �� Q 'Z 5" P.G. SLAB 6 X used to show compliance with the Energy Code. REM/Rate > 1,L FL HDR lu _ PITCHED TO DOOR o software was used to model the building performace - see a -i SMOKE 4 G.O. ° r� 2020 IECG Energy Cost Compliance report provided with = I� > DETECTOR (TYP) = DINING ROOM N V /�- 2" CLOSED-CELL SPF Permit Application. REScheck was used to model the building 0 Ix LIVING ROOM = 1= 0 Q performance based on national standards - see BEGcheck N FOYER I _ ° ICY Int F- r------- ------------ r-------- __--------- Compliance Certificate and Inspection Checklist provided with - r 1 x x i i v _ „ IOL N Permit Application. "� r HAZARD G AZ,N. [.308.4] 4 I I I X I +�- 1�- I` IT i 4-O' I I I NI 'I '+._ - - ---- --- ----- - ' i 4-11�--1 - 4, IN I CONTINUOUS BEAD OF I -O 1 24'-O"i i z z z W .'I_ SEALANT - - GYPSUM BOARD i O O i �J � Q - t ZO Z (2)-2x12 HDR R.A.G. m I U-1 L --------------- -� iv 30-70/(2)-10-70 SL i (2)-2x12 HSR I I iy j A- O 1 j iJ-1 -- - -- -- -- -- _ (2)-2x12 HDR __ __ I (2)-1.75 x 14 LVL FL -- -- -J `- ---__------- ' (2)-1.75 x 14 LVL FL -- -- � Qa � -WI -� ® � v O 1 } 'Z < €� SEALACONTINUNT -1 BEAD OF (2)-3°5° -�y°' PORCH (2)-3°5° O 0, .. i CONTINUOUS MINIMAL 5/4x6 DECKING ,(� N O < 0 EXPANDING FOAM AT WINDOW ° Q V 1 (� Z D ' UNIT PERIMETER 2'-q" O q'-2" E 2' q" U 8'-O" 2'-q" O q'-2" O 2'-q" I = `9 X L WINDOW uwr (o. TABLE 8402.4.1.1 .2020 � N 4x4 P.T. POST (TYP-6) w [ WEATHER-PROOF DOOR) AIR BARRIER AND INSULATION (i-\! I I -- -- INSTALLATION (3)-2x12 HDR (ENGINEERED DESIGN) (3)-2x12 HDR INSULATION INSTALLATION ®---- -- -�- - -- -- --®---- -- -®- -- -- i COMPONENT AIR BARRIER CRITERIA CRITERIA II A continuous air barrier shall be installed in the building envelope. CONTINUOUS MINIMAL WOOD 5TEP5 ,,. " �- , . Air-permeable insulation shall not be used as ,',• �,. ° 'i,r, EXPANDING FOAM AT WINDOW General requirements The exterior thermal envelope contains a p .o.» ' �1P R ' a sealing material. ;.•'Rd ,••°°"' W». f- A UNIT PERIMETER continuous air barrier. : +� »4;k- {. •,-. �'r<Q Cr tam - Breaks or joints in the air barrier shall be sealed. 1-O' IS'-2" 24'-4" The air barrier in any dropped ceiling/soffit shall be j aligned with the insulation and any gaps in the air barrier shall be sealed. The insulation in any dropped ceiling/soffit 61' Ceiling/attic » ;� `✓e"'`�" t�» shall be aligned with the air barrier. Access openings,drop down stairs or knee wall g j I CONTINUOUS BEAD OF doors to unconditioned attics aces shall be sealed. SEALANT Cavities within corners and headers of frame r The junction of the foundation and sill plate shall be walls shall be insulated by completely filling sealed. the cavity with a material having a thermal A f1 GYPSUM BOARD resistance of R-3 per inch minimum. FIRST FLOOR FLAK 6J1"� VRfl FEB 0 5 2021 Walls The junction of the top plate and the top of exterior walls shall be sealed. Exterior thermal envelope insulation for A-6 CONTINUOUS BEAD OF framed walls shall be installed in substantial SCALE: 1/4" = 1 ft ADHESIVE Knee walls shall be sealed. contact and continuous alignment with the air 9 barrier. =i CONTINUOUS BEAD OF The space between window/doorjambs and SEALANT Windows,skylights and doors i framing,and skylights and framingshall be sealed. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. V Floor framing cavity insulation shall be O - installed to maintain permanent contact with 2" GL05EP-CELL SPF the underside of sub floor decking. N O m Floors including cantilevered floors The air barrier shall be installed at any exposed Alternatively,floor framing cavity insulation .f� and floors above garages. edge of insulation. shall be in contact with the top side of V 1 g g g sheathing or continuous insulation installed O N on the underside of floor framing;and ,I , Q extending from the bottom to the top of all J U _r erimeterfloorframin members. Exposed earth in unvented crawl spaces shall be Crawl space insulation,where provided 1�] CONTINUOUS SILL SEALER - Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be O X _ overlapping joints taped. permanentlyattached to the walls. lit FULL WIDTH OF SILL Duct shafts,utility penetrations,and flue shafts Shafts,penetrations opening to exterior or unconditioned space shall be O O y i FOUNDATION WALL sealed. O 0 t 1 ' , \ In Batts to be installed in narrow cavities shall be cut to fit or narrow cavities shall be filled 13 Narrow cavities with insulation that on installation readily zz� - CONCRETE SLAB 11J O Z conforms to the available cavity space. 'I I J Air sealing shall be provided between the garage ;� ill OL Garage separation STRUCTURAL DESIGN NOTE 1!-\I � � V � � and conditioned spaces. C� Z Recessed light fixtures installed in the building Recessed light fixtures installed in the In accordance with the 2020 RGNYS; structural Z •Q� � � / - Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight 0 elements such as engineered wood steel and surface. and IC rated. til --� steel/wood composite columns, beams, (headers and > x , , , In exterior walls,batt insulation shall be cut p u j /`; :% ` ` neatly to fit around wiring and plumbing or Irders that: 1-- z `\'\ i \%; Plumbing and wiring insulation that on installation,readily g O Z i) resist gravity loads, and v Q conforms to available space,shall extend behind piping and wiring. Z The air barrier installed at exterior walls adjacent to Exterior walls adjacent to showers and tubs F- 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 O to 1� shower or tub. The air barrier shall be installed behind electrical provisions of the 2020 RGNYS LL W Q W NOTE: IT IS THE INTENT TO PROVIDE FOR A Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed > CONTINUOUS AIR BARRIER ALIGNED WITH THE boxes shall be installed. THERMAL ENVELOPE. THIS DETAIL SHOWS HVAC supply and return register boots that were designed in accordance With umi ANSI/AWG ND5-2018 with 2018 supplement. 1-- � TYPICAL METHODS OF AIR-SEALING U51NO penetrate building thermal envelope shall be sealed pp O 0 VARIOUS BUILDING ELEMENTS, AFPROVED HVAC register boots to the subfloor,wall covering or ceiling penetrated -a 1- ADHESIVES AND SEALANTS. FRAMING b the boot. Structural elements such as walls and fenestration CONFIGURATIONS NOT SHOWN, SUCH AS Where required to be sealed,concealed fire that: CANTILEVER'S AND STAIRWELLS, SHALL BE sprinklers shall only be sealed in a manner that is SEALED IN A 51MILAR MANNER TO PROVIDE FOR recommended by the manufacturer. Caulking or A CONTINUOUS AIR BARRIER ALIGNED WITH THE Concealed sprinklers other adhesive sealants shall not be used to fill D FEBRUARY 2021 THERMAL ENVELOPE IN ALL LOCATIONS. voids between fire sprinkler cover plates and walls I) resist wind loads, And orceilings. 2) are not contained In the prescriptive design FIRST FLOOR provisions of the 2020 RGNYS PLAN b AIR SEAL I N Z;)ETA I LS A I R SEAL<I i VO NOTr-✓ were designed in accordance with ASCE 7-16 wind SCALE: 3/4 - I ft provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the plans, they are _ annotated "ENGINEERED DESIGN." A5 Z O A f` (a I i L---------------------' V I I I 2'-6" 6'-10" 4'-4" z IL Qv Q A O Oo o B 4 0 0 � W O 3°5° 3°5° - a u Z 10'-8" 7-0" Q'-g" AW INC PIG RE t —_ d N 4" O IT 4" Lo , 0 6016 Q M BATH TRANSOM GL m 8'-0" G Ht _ BEDROOM 3 — BEDROOM 4 x -�- 5'-0" G Ht 8'-0" G Ht OI N N -9- JI LI! N O W I t) HVAG EQUIPMENT IN ATTIC O W x \ a 20TO ERV cfm NT WHOLE-HOUSE MEGHANIGAL VENTILATION [R403.6] GAS OR PROPANE FURNACE: LENNOX ELI96UH0-OXE36B -a �— — —y �- 20 cfm GON LENNOX HEALTHY CLIMATE ERV5-175-TPD ENERGY REGOVERY VENTILATOR CLA55 IV DIRECT VENTED TO OUTSIDE;AHRI 2018495-0 _ d [MI505.4] Pro 1 TECHNOLOGIES - N TO ERV `p -------- -------------------------------iFIST-AL4ERV UNIT-{N 60ND440NE9 ATTIG. HEATING GAP: 64,000 Btuh;AFUE = 96.1 MODEL T-05 BATH [MI505.4] DUGT5 SHALL NOT BE GONNEGTED TO THE HVAG SYSTEM. L-___ PROGRAMMABLE �p d INDOOR COIL: LENNOX GH35-3 3-7 TDR x (F) OUTDOOR UNIT: LENNOX ML14XGI-036-230G;AHRI 203374690 THERMOSTAT GL HEALTHY CLIMATE HRV/ERV VENTILATION PUSH BUTTON CONTROL ` v S o o S 0 3'-O' 3'-O" INSTALL IN AN AGGES5IBLE LOGATION ON A 2nd STORY WALL. COOLING GAP: 34,800 Btuh;SEER = 15.10 267 267 2`Ff INSTALL AH MANUFAGTURER'5 SPEGIFIGATIONS OWER I STALE AIR TO OUTSIDE AND FRESH 4IR FROM OUTSIDE: 6" dia. DUGT5 SMOKE d G.O. �— — 1 1-8" 1 8' GONNEGTED TO HEALTHY GLIMATE WEATHERHOOD KIT MODEL 95PO7 S DETEGTOR (TYP) O A.G. RirTURNI 2°l N 2�° HALL ® FRESH AIR TO IN51DE DIFFUSER INH LLWAY: 6" d1o. DUCT 1'-0" 10'-0" HALF WALL m L �°� m 24-70 STALE AIR DUGT FROM EAGH BATHROOM EXHAUST GRILLE. p (2)-2x10 HDR —— — LIN IN STALE AIR DUGT FROM KITGHEN HINdED EXHAUST GRILLE MODEL 18N48 O (2)-1.75x9.25 LVL FLUSH7,7 ------------------------ _ ALL DUGT5 INSULATED TO R-4.2 -3050 (ENGINEERED DESIGN) �Y BI-FOLD SYSTEM TO BESET AND BALANCED $O CONTINUOUSLY PROVIDE [M1505.4.4]: H ND Ai BEARING WALL267° m MINIMUM 20 cfm EXHAUST FROM EAGH BATHROOM RYER WA5HER / AND MINIMUM 25 cfm EXHAUST FROM,KITCHEN. m5:6 H ND AI [ 31 . .8] S DRYER EXHAUST 2�1Q 4" 4" z [MI502] 12" x 12" AIR TRANSFER GRILL IN CEILING _l ' z ry S cn o K ry o I O DOUBLE FRAME I Q O OPENING - �N d v v � - I x I O N o N 4 I V N BEDROOM 2 GL '. W.I.G. 247 MASTER BEDROOM i Z 8'-O" G Ht 8'-0" G Ht 4" p v 14'-O" 2'-2" 5'-6" 4" 14'-0" i 1 I 1 (n W fm Z IV (2)-1.-75x14 LVL_w/HT530 MTL STRAP EACH END (2)-1.7_5x14 LVL_w/HT530 MTL STRAP EAGH E_N J1-J V LU W Z I Z Z < � 0) z _ _ _ _ (ENGINEERED DESIGN) (ENGINEERED DESIGN) I J lT O -1 W Z W 2x8 GJ AT 16" o.c. 2x8 GJ AT 16" o.c. 0 ,— r- O Z (2)-2x10 HDR (2)-2x10 HDR `r :1BETHEEN --- z LHo uOL t- CLOSED-CELL SPF I -------------------------------------------------- QIL > O t- LU LU RAFTERS CIL O V 0p 4< (2)-3050 (2)-3050 p J�- <-_1 O Q 1Id OO O O 1 il- v/ N O Q I 2 9 9-2 2-9 8-O 2'-9" 9'-2" 2'-9" i � Q (� � I 1 � Z I I I I I I I I I I ---------------- L-----------------------J ---------------L-----------------------J e� 41 ISE NEIRED FEB 0 5 209"1 SECOND FLOOR FLAN SCALE: 1/4" = 1 ft O r °o. _l Xtoo o� � LU r ® � mILI __N LU b- SOLAR-READY � O O p lu P CERTIFICATE n� D_ O O This home has STRUCTURAL DESIGN NOTE IU -4- Incorporated Incorporated features at Z Q v O tu Z the time of initial in accordance with the 2020 RGNYS; structural Q construction to enable the o elements such as engineered wood, steel and p- N v installation of solar steel/wood composite columns, beams, headers and u� < !Li A electric. girders that: �` E- O z The solar-ready roof 1) resist gravity loads, and V (� zone is shown on this O UI �L n'- construction plan excerpt 2) are not contained in the prescriptive design J lu GO UIT and 1s free of GO UIT provisions of the 2020 ROWS g IL O obstructions that would 11W limit placement of solara T6 were designed in accordance with panels. AN5l/AWG NDS-2018 with 2018 supplement. Plastic conduit for futureo r Structural elements such as walls and fenestration electric wiring has been that: installed through walls at DATE: FEBRUARY 2021 SOLAR-READY the locations shown to 1) resist wind loads, and ROOF ZONE facilitate the installation of wiring between the 2) are not contained In the prescriptive design 2nd FLOOR electric service panel and provisions of the 2020 RONY'S roof-mounted solar p ons PLAN panels. were designed in accordance with ASCE 7-16 wind provisions and acceptable engineering practice. DRAWING NUMBER where such elements occur in the pians, they are CONTRACTOR TO AFFIX ABOVE CERTIFICATE TO WALL NEXT TO ELECTRIC SERVICE PANEL [TI03.10] annotated "ENGINEERED DESIGN." A - 4 Z O BNL B BWL A ROOF LINE TABLE R802.5.2 RAFTERJCEILING JOIST HEEL 21-411 � _ - -- ----- __r-= m 2x4 COLLAR TIE AT 48" O.G. TYPICAL ROOF R-3q Z (OPTIONAL) ASPHALT ROOFING SHINGLES OVER 15# FELT OVER O L-75 x 16 LVL STRUCTURAL RIDGE Y2" STRUCTURAL PANEL SHEATHING OVER 17- (SEE ROOF PLAN FOR POST LOCATIONS) 2x10 RAFTERS AT 16" O.G. R-3G 6" THICK CLOSED-CELL SPRAY POLYURETHANE FOAM (SPF) ROOF ----------------------------------------------------------------------------, WITH Y2" GYPSUM WALLBOARD OR OTHER THERMAL BARRIER [R316.41 2" SOLID OR WITH AN APPROVED FOAM PLASTIC ASSEMBLY [R316.6] Z WOOD BLOCKING O I I O r- I I i I GABLE WALL INSULATION: 2x12 GROSS-RIDGE 12 I2 Q IL R-5 I-INCH RIGID FOAM XPS; FALSE GABLE 5.25�- C_--- -- _ 5.25 - - - - - - - - - ( } - - - � I CAVITY R-13 AM SPF IL m I I FULL-HEIGHT ------------ I BEHIND SHEATHING LEDGER O V ------------------------ ---------- --------L---------------------------------- ----------, SEALED ATTIC (INDIRECTLY CONDITIONED) ------------------------------ ——fi— — — ------- �— �— CEILING _ I 12 2x8 GJ AT 16" O.G. SMOKE $ G.O. 2" SOLID _ I 2x6 RAFTERS AT I6" O.G. p LAUNDRY I FAMILY BATH I S CD W MASTER BATH -" � — � 1x8 TRIM BOARD 8� DETECTOR IN ATTIC WOOD BLOCKING F- � } �- - - ->� I �- - - — - - - - � I u�I I } �- - - - - � i SOFFIT VENT -- -- � N WG WASHER I I I I I I I WG I TYPICAL INTERIOR WALL 4" (2)-1.-75x14 LVL FL HDR 1/2" GYPSUM I-AV. LAV. I ( I LAV. I 2x4 STUDS AT 16' O.G. NOTCH TOP SIDE UNDER ROOF BOARD FINISH y - I I I I (2)-2x4 TOP PLATE; 2x4 SOLE PLATE MAX. NOTCH DEPTH = 5-,V2" .� NOTE: ALL DUCTS SHALL BE TUB I I I I I TUB i Y2 GYPSUM WALLBOARD ON BOTH SIDES -1 LOCATED IN THE ATTIC, INTERIOR TYPICAL EXTERIOR WALL R-20 (2)-2x10 HDR SECOND STORY WALL CAVITIES SHOWER I I j 2x4 STUDS AT 16' O.G. �' z AND SECOND FLOOR PLATFORM. I (2)-2x4 TOP PLATE;2x4 SOLE PLATE Fy I MIN. R-4.2 DUCT INSULATION. 2nd FLOOR ---- -----L---- ____ I ____ _ 1I__ ____ __________ ___________________� (2)-2x8 HEADERS UNLESS OTHERWISE NOTED ON PLAN < O W 1-1/2" WI 3" W 2" W 2" W i 2� H -� I 2" W 3" W 1-1/2' W I R-I5 UNFAGED FIBERGLASS BATT CAVITY INSULATION BEDROOM 2 cn HALL BEDROOM 5 i VINYL SIDING OVER HOU5EWRAP OVER R-5, I" XP5 INSULATION 2" W I 2" W I I 3" W 2 W G.O. I OVER 1/2" STRUCTURAL PANEL SHEATHING G5-1^15P WOOD FLOORING OVER N m 3/4 PLYWOOD 5UBFLOOR G.O. f- 2' W 3' W I— -----------------------------------------------------J (2)-1.75 x 14 LVL FLUSH HDR N V --EILING ------------------------ --------------- ----------------- - — I R-13 2" GLO ATD R MLJOIST I1 — POWDER KITCHEN I ;1 14 TJI-560 FJ AT 16 O.G. II CEILING _ — — — _ � I 'I ' I ;; 14" TJI-560 FJ AT 16" O.G. = r(1 �I >I I yI i p STAIRS o V � 3 _ I I I _ I I (2)-1.75 x 14 LVL FLUSH HDR z 1 z (3)-1.75 x 14 LVL O m cv I O l I 1 0 I/2" GYPSUM BOARD FINISH Q —I I w• WG I I KIT SINK I I I I LAV. ON I I - LIVING ROOM �� z ! I z FAMILY ROOM I (YI II (Y Lu iI I 15t FLOOR PLATFORM m 1St FLOORI WOOD FLOORING OVER --------------------------------- ---------------- ----------I-- ------------------ ------ ---------------- -------------------------------J 3/4" PLYWOOD SUBFLOOR 1-1/2" W 3" W I 2" W j 2x10 FLOOR JOISTS AT 16" O.G. G.O. 2" W 3.. W 3" yy 2 W G.O. i GROSS BRIDGING AT MID5PAN -----------------•----------------------------------------------------- ----------------------------- ------------ I CEILING R-13 2" GLOSED-CELL SPF II l I AT RIM JOIST — — -{I F.A.1• STAIRS 4 I (3)-I.-7S x 11.875 LVL GDR iv I I BASEMENT _j (4)-3/8" LAG 5GREW5 FINISHED GRADE I FINISH GRADE (INDIREGTLY CONDITIONED) 0 SILL CONSTRUCTION: SLOPE 6" IN 10' MIN. AWAY FROM BUILDING _ 2x6 P.T. (UG313) SILL ON TERMITE SHIELD V G.O. 4" WI i N ON SILL SEAL WITH 1/2" ANCHOR BOLTS v H (SEE TYPICAL WALL DETAIL) z �/ I LTO APPROVED r Q N HOUSE TRAP SANITARY SYSTEM 8>" POURED CONCRETE FOUNDATION STEM WALL 1/2" GYPSUM Q FULL HEIGHT R-II BLANKET WALL INSULATION BASEMENT FLOOR BOARD FINISH iv AS MANUFACTURED BY GERTAINTEED CORP. V -----------------------------------------------------------------------------------------------------------------------------------------------------J UPON ib' x 8" Ht CONTINUOUS P.G. FOOTING m w . MINIMUM 3'-0" BELOW GRADE [R302.7] 0 1 UME3I NO i�I S id lD I Oil M ASTM E84 MAX. FLAME SPREAD INDEX S 25 w m tu IV 4 P.G. FLOOR SLAB m MAX. SMOKE DEVELOPED INDEX S 50 7— z �' w z SCALE: NTS TOP OF BASEMENT SLAB " z Z tu WWQ r� Fzw IX z dJEO 1,11 ,, Z 50"x 30"x12" DEEP P. GONG. SPREAD FOOTING Q 14-1 > 0./ w ® O w/(3) #5 REBAR E.W. w <} OL Q S � z� � R I DO 7 TENSION 57RAP. SGT I ON � � WRAP STRAP OVER RAFTER 50ALE: 1/4" = 1 ft +-� (5) 10-d COMMON NAILS AT EACH END OF STRAP 1-a RAFTER TO STUD: - WRAP STRAP OVER RAFTER S (4) 8-d COMMON NAILS AT EACH END OF STRAP ALTERNATE: H2A UPLIFT CONNECTOR INSTALLED IAN MANUFACTURER'S SPECIFICATION DELIVERED FEB 0 5 2021 WHERE RAFTER ALIGNS WITH STUD 2x ROOF RAFTERS AT 16" O.G. O `> USE GALV. HURRICANE TIE BETWEEN O t- EVERY RAFTER AND THE ROOF BEAM O —1 � m 2x GEILING JOISTS AT I6" O.G. X cOv O USE (3)-Ibd NAILS AT RAFTER ,lam ry HEEL JOINT CONNECTION ROOF BEAM (SEE PLAN FOR SIZE) UG3AASSEMBLE PRESERVATIVE TREATED ASSEMBLE WITH 10-d NAILS 2x EXTERIOR WALL NALL STUD TO NALL 5TUD : � � O STRAP OVER OR UNDER SHEATHING 12" O.G. STAGGERED ALONG LENGTH O IZ (4) 8-d COMMON NAILS AT EACH END OF STRAP MT530G STRAP-TIE � � 111 � SEE WIND COMPLIANCE PATHWAY NOTES ON SHEET -7 VENTED VINYL 50FFIT EACH RAFTER O ¢� IL } _ 1x8 TRIM BOARD l� UPLIFT CONNECTIONS: GSIB GALV. COIL STRAP O O Q uj J USE (2) AT EACH POST, TOP 4 BOTTOM R-30 BATT INSULATION 11!u.� 5/4"x6" DECKING (4)-IOd NAILS AT EACH END STUD TO FLOOR JOIST 1-1/4" WIDE 20-OUAOE (v O D Q� Q O PERPENDICULAR TO JOISTS SIMPSON COIL STRAP GALVANIZED STEEL STRAP uu-- _w Q Q � (2)-8d THREADED NAILS OR (4)-8d NAILS AT EACH END EACH SIDE OF HINDOW AND w IY j (2)-No. 8 WOOD SCREWS AT �/ DOOR OPENINGS. INSTALL (� � O (L N 4x4 WOOD COLUMN 2x SOLID BLOCK BAIR-SEAL BETWEEN FJ STRAP FROM TOP OF TOP +� IL � Z EACH SUPPORTING MEMBER UG3B PRESERVATIVE TREATED 2x RIM BOARD Q [R507.71 REST DIRECTLY ON FLOOR BEAM PLATES TO JACK STUD. (L MINIMUM LENGTH BELOW OL FLOOR BEAM (SEE PLAN FOR SIZE) CANTILEVERED FLOOR JOIST HEADER = LENGTH ABOVE Q j FLOOR JOISTS UG3B PRESERVATIVE TREATED BOTTOM OF HEADER I.- O z (SEE PLAN FOR SIZE) ASSEMBLE WITH TWO ROWS OF IOd NAILS u STUD TO SILL 'L T UG3B PRESERVATIVE TREATED 16" O.G. ALONG EACH EDGE [R507.51 L 1 V lu WRAP STRAP UNDER SILL PLATE PER CODE (6 OSB d VINYL SOFFIT J lt-1 (6) 8-d COMMON NAILS AT EACH END OF STRAP GRADE 4x4 WOOD P05T 0 SEE WIND COMPLIANCE PATHWAY1 NOTES ON SHEET FLOOR JOIST TO WALL: lu • UG3B PRESERVATIVE TREATED 51MP50N H2;(5)-8d NAILS TO FJ 4 (5)-8d NAILS TO STUD 2x EXTERIOR WALL m .a a PB44 HOT-DIPPED GALV. 0ALTERNATE WHERE FJ/STUD MISALIGNS: r� P i P05T BASE ANCHOR FLOOR JOIST TO PLATES: p "d °d v SIMPSON H2.5; (5)-8d NAILS TO FJ, (5)-8d NAILS TO PLATES -� PLATES TO STUD: a 12"�P x 6-0" HIGH P.G. COLUMN WITH (2)-#4 SIMPSON H2.5; (5)-8d TO PLATES, (5)-8d TO STUD VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 DATE: FEBRUARY 2021 REBAR EACH WAY, REBAR 4" ABOVE ' BOTTOM SECTIONS 4 DETAILS H I O H-WIND UPLIFT STi AFF I NO T"'rF I OAL FOROH DETAIL, DETAIL AT FLOOR CANTILEVER TENSION ST AF I NO AT NALL OPEN I NO5 DRAWING NUMBER 50ALE: NTS SCALE: NT5 50ALE: NTS 50ALE: NT5 NOTE: ALL METAL STRAPPING SHALL BE 1 1/4" x 20 GAGE (SIMPSON 0520 COILED STRAP). A - & STRAP LENGTH 51-ALL BE SUFFICIENT TO PROVIDE THE SPECIFIED NUMBER OF NAILS AT EACH END IN PRE-PUNCHED HOLES. NOTES INDEXED TO "2020 RE51 DENTI AL GODS OF NEW YORK STATE RIOI.1 UNIFORM CODE: All work shall conform to the New York TABLE 8301.2(1) State Uniform Flre Prevention and ilding Code - IG NYGRR and publications Incorporated by reference therein. Z CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA WIND COMPLIANCE PATHWAY NOTES O WIND DESIGN STANDARD: 2020 RGNYS 81052 BUILDING PERMIT: A building permit shall be Issued by the Town prior to the start of work. A copy of the building permit V GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER AIR MEAN p FLOOD ULTIMATE DE516N WIND SPEED: OBTAINED FROM and approved construction documents shall be kept on-site SNOW Speed Topographic Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL https://hozorcls.atcouncll.org FOR THE PROJECT LOCATION: until project completion. LOAD (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED INDEX TEMP N 41.114x° W '12.3'713° RI06.3 DESIGN PROFESSIONAL: A Certificate of Authorization Is Z WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH F16URE THI5 NEW RESIDENTIAL 5TRUGTURE UTILIZE5 filed with The State Education Department entitling D'Amoro O 20 psf 1 128 None No No B Severe 36" M to H I 15 -F I Yes None 599°F-DAYS 51.0- F 8301 2(5)B PRE-ENGINEERED WOOD GONSTRUGTION Engineering and Surveying,P.G. ('Designer") to provide v FOR FLOOR FRAMING AND ROOF FRAMING. professional engineering services. However, the Designer has MANUAL J DESIGN CRITERIA-Central Islip MEAN ROOF HEIGHT 15 NOT GREATER THAN 30 FEET [TABLE 9 not been retained to provide construction engineering, �O 8301.2(3)] THE OWNER SHALL NOTIFY THE TOWN AND supervision nor Inspection,and therefore Is not responsible Winter Summer Altitude correction Indoor design Design temperature Heating temperature EXPOSURE GATE60RY: EXPOSURE B AFFIX THE ABOVE SIGN IN ACCORDANCE for work performance of the builder. The builder shall Q Elevation Latitude heating cooling factor temperature cooling difference WITH TITLE Iq NYGRR PART 1265 immediately notify Designer, In writing, If there Is any W COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT discrepancy found between field conditions and plan � 25 ft 41° North 150 99% outdoor DB 850 1% outdoor DB 0.999 70°F 75°F 55°F REQUIRE ADJUSTMENT COEFFICIENTS [TABLE R301.2(3)] dimensions,especially with regard to existing construction. Ul i Wind velocity Winter Summer MAIN ROOF UPLIFT CONNECTION FORGE = 228 pIf (30'-0" roof iZ30I2.I WIND DESIGN: Cooling temperature Wind velocity y Coincident Daily range - s an 140 mph, itch less than 5:12) [TABLE 8502.11] In accordance with Figure R3012(5)B,wind difference heating cooling wet bulb humidity humidity p p design Is not required. This building is designed In N WALL-TO-WALL UPLIFT CONNECTION FORGE = 165 pIf accordance with the wind provisions of the 2020 ROWS. 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 pIf : ,s ,n UPLIFT METAL FRAMING CONNECTORS ARE REQUIRED AT TOP �'"* 8301.2.1.2 PROTECTION of OPENINGS: This building Is not located Q Q (V AND BOTTOM OF ALL BRACED WALL PANELS [8602.3.5]. in a Windborne Debris Region. R3012.4 FLOODPLAIN: This building Is not located in a flood .n hazard area. R301.5 LIVE LOA05: Minimum uniformly distributed live loads: (IQ/, EA` Attics without storage 10 psf,Attics with storage 20 psf, 1- Balconies 4 decks 40 psf,Rooms other than sleeping rooms O TABLE R602.3(1) FASTENING SCHEDULE TABLE R602.3(1) FASTENING SCHEDULE (CONTINUED) TABLE R602.3(2) ALTERNATE ATTACHMENTS TO TABLE R602.3(1) 40 psf,Sleeping rooms 30 psf,Stairs 40 psf 8301.6 ROOF LOAD: Roof Design Load Is based on the greater NUMBER AND TYPE NUMBER AND TYPE of the Ground Snow Load (20 psf,applied per ASCE--i) and ITEM DESCRIPTION OF BUILDING ELEMENTS SPACING AND LOCATION ITEM DESCRIPTION OF BUILDING ELEMENTS a,b,c SPACING AND LOCATION NOMINAL MATERIAL SPACING`OF FASTENERS projected roof live load per Table R301b. Span table OF FASTENERa'b,° OF FASTENER DESCRIPTIONa'b OF FASTENER AND LENGTH design corresponds to the 30 psf ground snow load column to THICKNESS Edges Intermediate account for unbalanced load conditions. Roof Floor (inches) (inches) g support (inches) 8301.8 NOMINAL SIZES: Dressed lumber dimensions s ecified on 4-8d box(2 2"x 0.113"); or 4-8d box(2%"x 0.113"); or (inches) these plans are nominal sizes. Engineered wood d mensions 3-8d common(2%"x 0.131"); or 3-8d common(2%" x 0.131")• or Wood structural panels,subfloor,roofs and wall sheathing to framing and particleboard wall sheathing to framing (LVL: P5L, I)orsts,glu-lams,etc) are actual dimensions. 1 Blocking between ceiling joists or rafters to top plate 3-1Od box 3"x 0.128" • or � Toe nail 21 Joist to sill,top plate or girder 3-lOd box 3"x 0.128" • or � Toe nail s ( ), ( )� Staple 15 ga. 1 /4 4 g R302.1 FIRE-RE515TANT EXTERIOR WALLS: All exterior walls and 3-3"x 0.131"nails 3-3"x 0.131"nailsUp to% 0.097-0.099 Nail% 3 6 projections shall be located at least 5 feet from lot lines and are not fire-resistance rated. 4-8d box(2%"x 0.113"); or 8d box(2%"x 0.113") 4" o.c.toe nail Staple 16 ga. 1 4 3 6 Rim joist,band joist or blocking to sill or to late i :� :: . R3o2.q FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR 2 Ceiling joists to tolp plate 3-8d common(2 1/"x 0.131"); or J J g P P 8d common(2 2 x 0.131 ),or 0.113 Nail 2 3 6 WALL5 AND CEILINGS: Gypsum wallboard Is a Glass A finish �� Per joist,toe nail 22 roof applications also " 19 s having a F51 = 15 (re 'ci max. 200) and a SDI = 0 (re ' 3-lOd box(3 x 0.128 ),or ( PP ) lOd box(3 x 0.128 ),or 6 o.c. toe nail /2 and/ Staple 15 and 16 ga. 2 4 g 9 q qd max. 3-3"x 0.131"nails 3"x 0.131"nails 0.097-0.099 Nail%4 4 8 450);and complies with Code. Ceilingjoist not attached to parallel rafter, laps over 4-lOd box 3" x 0.128" or 3-8d box(2,V2" x 0.113" ;or Staple 14 a.2 4 8 R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR J P P ( ) ( ) P g INSULATION: Exposed Insulation that Is not Installed In 3 partitions [see Sections R802.3.1,R802.3.2 and Table 3-16d common(3 y"x 0.162"); or Face nail „ 2-8d common(2%"x 0.131");or 23 3 Staple 15 ga. 1 Y4 3 6 concealed spaces having substantial contact with cavity 23 1 x 6 subfloor or less to each joist Face nail /2 and/ surfaces shall have a FSI < 25 and a SDI 450. See Ions 8802.5.1(9)] 4-3"x 0.131") 3-lOd box(3"x 0.128"); or i p 2 staples, 1" crown, 16 ga., 13/4" long 0.097-0.099 Nail 2/4 4 8 for exposed Insulation values. Ceiling joist attached to parallel rafter(heel joint) Staple 16 ga. 2 4 g ock 4 [see Sections R802.3.1 and R802.3.2 and Table Table R802.5.1(9) Face nail 3-16d box 3%" x 0.135" • or R3o2.r FIRE BLOCKING: Use approved material to planes, a ( ) 24 2" subfloor to joist or girder ( )' Blind and face nail Staple 14 ga. 2% 4 g around all penetrations of the floor and ceiling planes,and R802.5.1(9)] 2-16d common(3 y"x 0.162) 0.113 Nail 2%4 3 6 where otherwise specified by the 2020 RGNY5. 4-1 Od box(3" x 0.128"); or 3-16d box(3%"x 0.135"); or l Staple 15 ga. 2% 4 8 8302.12 DRAFTSTOPPING: Not needed for this project. 5 Collar tie to rafter, face nail or 1 %4"x 20 ga.ridge strap 3-1Od 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 0.097-0.099 Nail/ 4 g 12302.13 FIRE PROTECTION OF FLOORS: Not needed for this to rafter 4-3"x 0.131") i ,: :, . � protect under Exception 4. 3-16d common(3 2 x 0.162 ), or SPACING O FASTENERS NOMINAL MATERIAL DESCRIPTION OF FASTENER AND LENGTH • 4-1 Od box(3"x 0.128"); or a,b 8302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed ° 3-16d box(3%"x 0.135"); or 2 toe nails on one side and 1 toe 26 Band or rim joist to Joist 4-3::x End nail THICKNESS d luminaires shall be IG-rated I/A/W N1102.4.5 with se 6 Rafter or roof truss to plate 3-10d common(3"x 0.148"); or 14 g "nails; , Edges Body of panel separation p (inches) (inches) from Insulation per listing. Z 4-1Od box(3"x 0.128");or nail on opposite sideofeach rafter 4-3 x 14 ga. staples, /611 crown (nc ) (inches) (inches) - Or miss 8308.4 HAZARDOUS GLAZING LOCATIONS: Tempered glass or 4-3"x 0.131"nails Nail each layer as follows: 32" o.c. Floor underlayment; plywood-hardboard-particleboardf-fiber-cement" other approved safety glazing material shall be installed In `A O 20d Common(4 x 0.192 ),or and adjacent to door panels;within 60 Inches of wet surfaces; m ~ V at top and bottom and staggered. Fiber-cement and at locations where shown on the plans. V m 4-16d box(3%"x 0.135");or p v IV tu 3-IOd common(3" x 0.148")•'or IOd box(3"x 0.128");or 24" o.c. face nail at top and bottom 3d corrosion-resistant ring shank nails „ ri- Toe nail 3 6 R30q.1 GARAGE FLOOR SURFACE: Garage floor shoill be 5-inch Z Z Q T eq ly 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 - - -►V O J W 27 Built-up girders and beams,2-inch lumber layers Roof rafters to ridge,valley or hip rafters;or roof rafter 4-3" x 0.131"nails 2 I entry doorway. l� \ = d� 13 Z 7 And: Staple 18 ga., /long,/crown 3 6 p v 1- � t� O_ to minimum 2"ridge beam i „ „ , 2-20d common(4" x 0.192"); or (finished flooring other than tile) R310 EMERGENGY ESCAPE AND RESCUE OPENINGS: It Is the Z O 7 L IU 3-16d box(3/ x 0.135 ), or Face nail at ends and at each splice y builder's responsibility to verifythat window units supplied by 4 0. t- O Y2"" :: . 3-IOd box 3" x 0.128" ;or i UJ > � 2-16d common(3/ x 0.162 ), or End nail ( ) 1 Y4 long x .121 shank x .375 head diameter corrosion-resistant the manufacturer comply with a dimensional requirements for 1L p/_ ® O 3-1Od box(3"x 0.128"); or 3-3"x 0.131" nails (galvanized or stainless steel)roofing nails(for tile finish) 8 8 emergency escape and rescue openings where required. < J m 13 3-3"x 0.131"nails a O } �p.� 8311.'1 STAIRWAYS: Interior stairways shall be pre-assembled : �. 4-16d box(3%"x 0.135"); or 1 long,No. 8 x.375 head diameter,ribbed wafer-head screws y 0 pi for the finish 8 8 wood units. The maximum riser height shall be 8-I/4 Inches and � � tV O Q< Wall 2g 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 c1 Inches,plus nosing where Z q Ll 16d common 3%"x 0.162" 24"o.c.face nail 4-lOd box 3"x 0.128" or required. Provide handrails per Code.( ) ( ): Plywood q p � 8 Stud to stud(not at braced wall panels) IOd box(3"x 0.128"); or 4-3"x 0.131"nails 1 %ring or screw shank nail-minimum R312.1 GUARDS: Walking surfaces more than 30 Inches above 3"x 0.131"nails 16" o.c,face nail 2-10d box 3"x 0.128" • or 2-8d common i 5 12% a 0 099" shank diameter 3 6 grade,and steps leading thereto,shall have guards that Z 29 Bridging or blocking to joist ( )' Each end toe nail /4 and/6 g • ( ) conform to Code. g g g J (2%"x 0.131");or 2-3"x 0.131"nails 7 3 ' 16d box(3 n x 0.135") or :: Staple 18 ga. /, /6 crown width 2 5 R3122 WINDOW FALL PROTECTION= Windows with sills less than Q 9 Stud to stud and abutting studs at intersecting wall 12 o.c. face nail SPACING OF FASTENERS i � �� :: corners at braced wall panels) 3"x 0.131"nails ii s is i 1/ring or screw shank nail-minimum a 24 above finished floor and greater than '12 above grade ( P ) ( ) /32,/g, /32 and/ a 0.0 ) 6 8 shall be protected per Code. 16d common 3%"x 0.162" 16"o.c.face nail DESCRIPTION NUMBER AND Intermediate 12 l2 g . ( 99" shank diameter p 16d common(3%" x 0.162") 16" o.c.each edge face nail TE OF BUILDING ELEMENTS TYPE OF FASTENER a'"'` Edges h supports',' 1 y ringor screw shank nail-minimum R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected , ,4�F•""1ItFt,t.,, 10 Built-up header(2"to 2"header with%" spacer) (inches) (inches) i�2,s s,23 s I 3 6 smoke alarms,carbon monoxide alarms,and heat detection 16d box(3%" x 0.135") 12" o.c. each edge face nail / /2 and/ 12 2 ga. (0.099 )shank diameter alarms shall be Installed at all locations shown on the plans. ,�� �,°°•.°••••° ,a f-J�° 5-8d box 2%"x 0.113" ;or Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing i •K`,:'q 0: ( ) g g p g g Staple 16 ga., 1 /2 6 8 8315 CARBON MONOXIDE ALARMS: Install at all locations �- 11 Continuous header to stud 4-8d common 2%2"x 0.131" • or Toe nail [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] r s ectfted on the tans. ( )� Hardboard p p 4-1Od box(3"x 0.128") 30 a - 6d common(2"�x 0.113")nail f 1 %2 ion ring-grooved underlayment nail aP 6 12 g g g Y 6 6 R31? WOOD DECAY PROTECTION: Lumber specified In the plans • 16d common 3%"x 0.162" 16"o.c.face nail (subfloor,wall) as pressure, preservative treated (P.T) shall be In ( ) 0.200 4d cement-coated sinker nail 6 6 p p 19 „ _ 1 „ f accordance with AWPA UI for the Intended use and location. 12 Top plate to top plate 1 O box(3"x 0.128"); or 31 /2 1 8d common nail(2 2 x 0.131 ) 6 12 Staple 18 ga.,%long(plastic coated) 3 6 Fasteners shall be hot-clipped alvanized steel,stainless 12 o.e,face nail steel,silicon bronze, copper or I/2 diameter or reater ``, R+: a�•' ` 3"x 0.131"nails lOd common 3"x 0.148" nail or " 6 12 Particleboard steel bolts. �F.j`.r.," :.•>*^�-•e 4 32 1 %"- 1 %" 8d 2%"x 0.131" deformed nail ( ) 4d ring-grooved underlayment nail 3 6 Other wall sheathings Staple 18 a. 3 8401.4.1 GEOTECHNICAL: Footings and foundations shall rest on DELI "ERE70 FEB o 5 2021 8-16d common(3%"x 0.162");or Face nail on each side of end joint i p g , /s long, /6 crown 3 6 undisturbed soil with a minimum load-bearing value of 2,000 12-16d box(3%"x 0.135"); or :: i „ 12 galvanized roofing nail, /6 head s 6d ring-grooved underlayment nail 6 10 psf. Visually graded soils that have this load-bearing value 13 Double top plate splice 12-1Od box 3"x 0.128" or (minimum 24 lap splice length 33 / structural cellulosic fiberboard sheathing diameter or 1" crown staple le 16 a. 1 %4" ion 3 6 / s Include GW d 6P-gravel and sandy gravel;6M * 6G-silty and ( )� each side of end joint) P g g Staple 16 ga., 1 y long,/crown 3 6 clayey gravel;5W d SP-sand and gravely sand;5M 4 5G-silty q i- 12-3"x 0.131"nails 1 4"galvanized roofingnail %6" head 6d ring-grooved underlayment nail and clayey sand. Unsuitable subsoil material encountered 34 2%2" structural cellulosic fiberboard sheathing diameter,or V crown staple a., 1 %" lop 3 6 12,s 5 3 6 10 during excavation shall be excavated and replaced In-situ d P g g Staple 16 ga., 1 /long,/crown 3 6 with 3/4" crushed stone to a minimum depth of 8 Inches or AOBE. 0 i 16d common(3%2"x 0.162") 16"o.c.face nail 1%"galvanized roofing nail; staple galvanized, f O Bottom plate to joist,rim joist,band joist or 35 12" gypsum sheathing, i "g i :: g P g 7 7 84022 and other Basement walls, work xp walls, exterior O _( 12 long; 1 / screws,Type W or S For SI: 1 inch=25.4 mm. walls and other vertical concrete work exposed to the UA 6 tL _ 14 blockingnot at braced wall panels) 16d box(3 2" x 0.135")' or :: weather shall be air entrained stone concrete with a minimum N 0 ( P ) 12 o.c.face nail . 3 x 0.131 nails 1 X" galvanized roofing nail; staple galvanized, compressive strength of f',,=3,000 psi at 28 days. Porches, 36 8" gypsum sheathing, 5 " s :: g P g 7 7 carport slabs and 9 to s exposed tthe weather, andgarage Oi (� 3-16d box(3%"x 0.135")• or 3 each 16"o.c. face nail 1 / long; 1 / screws,Type W or S a. Nail is a general description and shall be permitted to be T-head,modified round head or round head. rl' P P � floor slabs shall be air entrained stone concrete with a O O 15 Bottom plate to joist,rim joist,band joist or 2.16,common(2%"x 0.162"); or 2 each 16"o.c. face nail Wood structural panels,combination subfloor underlayment to framing b. Staples shall have a minimum crown width of%6-inch on diameter except as noted. minimum compressive strength of f'o=3,500 psi at 2a days. - Q 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. � I= t= 4-3"x 0.131"nails 4 each 16"o.c. face nail 6d deformed(2"x 0.120")nail; or R4o3.1.4.1 FROST PROTECTION: Exterior footings and foundations 0 � 37 X"and less i „ 6 12 Nails or staples shall be spaced at not more than 12 inches on center at intermediate supports for floors. g i O Q Q 8d common(2 2 x 0.131 )nail systems shall extend below the frost line, 1.e., to a mtnlmum t~J 0 D_ Z d. Fasteners shall be laced in a rid pattern throughout the body of the panel. d 4-8d box(2%"x 0.113"); or P g P g Y P epth of 3'-0" below finished grade. 0 z _, < 3-16d box(3%2"x 0.135");or3/811 - „ 8d common(2%"x 0.131")nail; or e. For 5-ply panels, intermediate nails shall be spaced not more than 12 inches on center each way. �jlu 38 1 8d deformed 21 " 6 12 8404.1.1 BACKFILL: Backfill shall not be placed against m 4-8d common(2%"x 0.131");or Toe nail ( 2 x 0.120 )nail f. Hardboard underlayment shall conform to CPA/ANSI A 135.4 foundation walls until cured a minimum of 7 days. Brace top - 4-1Od box(3" x 0.128"); or IOd common(3" x 0.148")nail; or g. Specified alternate attachments for roof sheathing shall be permitted where the ultimate design wind speec is less than and bottom of wall during backfill placement. - i IL N d- 4-3"x 0.131"nails 39 1 %" - 1%4" i „ 6 12 130 mph. Fasteners attaching wood structural panel roof sheathing to gable end wall framing shall be installed using 00 0 J 16 Top or bottom plate to stud 8d deformed(2 2 x 0.120 )nail R502.1 WOOD FLOOR FRAMING: Load bearing dimensllon lumber O W the spacing listed for panel edges. shall be Douglas fir-larch No. 2 or better. Laminated veneerZ CJ OL 3-16d box(3%"x 0.135");or h. Fiber-cement underlayment shall conform to ASTM C 1288 or ISO 8336,Category C. lumber (LVU shall have a minimum Fb=3,100 psi and modulus J < Z 2-16d common(3!/2"x 0.162"); or End nail 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 10^6. W X N 3-1Od box(3"x 0.128");or R602 WOOD WALL FRAMING: Load bearing dimension lumber shall l4lu Z 3-3"x 0.1311t nails a. Nails are smooth-common,box or deformed shanks except where otherwise stated. Nails used for framing and be Douglas fir-larch No. 2 or better. Studs shall be a minimum Z a 4 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. N _J 3-I0d box(3" x 0.128");or 0.192 inch(20d common nail) 90 ksi for shank diameter larger than 0.142 inch but not larger than 0.177 inch and 100 WALL SHEATHING USED TO RESIST WIND PRESSURES, b, e < w A R-102.3 GYPSUM BOARD: All Interior walls to be covered with Ys" 17 Top plates,laps at corners and intersections 2-16d common(3 z >."x 0.162");or Face nail ksi for shank diameters of 0.142 inch or less. gypsum board;taped, spackled and painted;unless otherwise Z �J 3-3" x 0.131"nails b. Staples are 16 gage wire and have a minimum%6-inch on diameter crown width. MINIMUM ULTIMATE DESIGN noted on plans. `p, j V > 3-8d box(2!/2" MINIMUM WOOD MAXIMUM PANEL NAIL"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„If 8703.3 SIDING: Exterior wall covering shall be vinyl siding tested � � OzC j•J„j < Y2"" d. Four-foot b 8-foot or 4-foot b 9-foot panels shall be applied vertically. STRUCTURAL WALL STUD SPACING by the manufacturer for use in high-wind regions and Installed 2-8d common(2 2 x 0.131 ) or Y Y P PP Y PANEL (Mph) with fasteners In strict accordance with the manufacturers O Q 18 1"brace to each skid and late " Face nail PANEL SPAN SPACING P 2-lOd box(3 x 0.128 ),or e. Spacing of fasteners not included in this table shall be based on Table 8602.3(2). THICKNESS instructions for high-wind regions. Use stainless steel nails for Penetration RATING (inches) Edges Field Wind exposure category g g 2 staples 1 4" f. For wood structural panel roof sheathing attached to gable end roof framing and to intermediate supports within 48 Size inches (inches) ) fastening vinyl siding on buildings located within 3,000 feet of lu .L > inches of roof edges and ridges,nails shall be spaced at 6 inches on center where the ultimate design wind speed is less (inches) (inches o.c.) (inches o.c.) B C D the ocean line. t 3-8d box 2%2"x 0.113" or than 130 mph and shall be spaced 4 inches on center where the ultimate design winds speed is 130 mph or greater but 2 0 Common 0 113 LIN 1.5 24/0 / 16 6 12 140 l 15 110 9 ~O ( )� P P g P P g 3 R8o2.I WOOD ROOF FRAMING: Load bearing dimension lumber 2-8d common(2%" x 0.131"); or Face nail less than 140 mph. ( ) for rafters,trusses,roof beams and ceiling joists shall be 1- 19 1 x 6 sheathing to each bearing 2-1Od box(3"x 0.128");or 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, I"crown, 16 ga., 1 3/" ion sheathing shall conform to ASTM C 208. 1.75 24/16 %6 g g (2.5"x 0.131") 24 6 12 140 1 115 110 R806 ROOF VENTILATION: Soffit vents shall be provided with a 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)(5o of the area of the DATE: FEBRUARY 2021 3-8d box(2%"x 0.113"); or blocking and at floor perimeters only. Spacing of fasteners on roof sheathing Panel edges applies to panel edges vented space within the soffit. Attic is unvented. 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: 1 inch=25.4 mm, 1 mile per hour=0.447 m/s. Rgo5.2 ASPHALT 5HINGLE5: Asphalt strip shingle wrappers shall 3-10d box 3"x 0.128" ;or PP Y g q g• g g P g P � I with( ) 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 wI ASTM D-7158 Glass 6 3 staples, 1"crown, 16 ga., 1 4" long supported by framing members or solid blocking. a. Panel strength axis parallel or perpendicular to supports. Three-ply plywood sheathing with studs spaced more than 16 or H,or ASTM D-3161 Glass F,and shall be fastened to NOTES accordance with the manufacturer's Instructions to achieve 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 nails on inches on center shall be applied with panel strength axis perpendicular to supports. that rating. Use a minimum of six nails per strip shingle. Use one side of the rafter and toe nails from the ceiling joist to top plate in accordance with this schedule. The toe nail on b. Table is based on wind pressures acting toward and away from building surfaces in accordance with Section R301.2. stainless steel nails when building within 3,000 feet of 4-8d box(2%"x 0.113");or Lateral bracing requirements shall be in accordance with Section R602.10. saltwater. the opposite side of the rafter shall not be required. g re q DRAWING NUMBER 3-8d common(2,V2"x 0.131"); or j. RSRS-01 is a Roof Sheathing Ring Shank nail meeting the specifications in ASTM F 1667. C. Wood structural panels with span ratings of Wall-16 or Wall-24 shall be permitted as an alternate to panels with a 24/0 RIoo62 AIR SUPPLY: All combustion air for factory-built 3-10d box(3"x 0.128");or span rating. Plywood siding rated 16 o.c. or 24 o.c. shall be permitted as an alternate to panels with a 24/16 span rating. fireplaces shall be provided from the exterior of the dwelling 4 staples, 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. in accordance with the UL listing. A -7 THINK SAFETY, READ INSTALLATION INFORMATION BEFORE PROCEEDING JOIST DETAILS Plate nail-16d(0.135"x 3Y2")at Load bearing or braced/shear wall m above(must stack over wall below) Load bearing or braced/shear wall above , �� Plate nail, 16d(0.135 x 3Yz') 12"on-center g R Plate nail, ent16d(0.135"x 3/ ) When sheathing thickness exceeds%", 2x stud wall at Floor panel nail- Blocking panel: 1%"TJ@ Rim Board, 1 (must stack over wall below when present) ALLOWABLE HOLES - TJ P Joists at 16"on-center at 16"on-anter g _ p ® ® No load bearing Z trim sheathing tongue at rim board 16"on-center 8d 0.131"x 2%" at 6 on-center Y4' TimberStrand LSL or TJI joist. 1y2"hole may be cut O Blocking panel: Web Stiffener ( ) wall above Min.distance from Table A Min.distance from Table B y 1Ya"TJ@ Rim Board, 11/4" Plate nail-16d 0.135"x 3Yz" anywhere in web out- re 11-- required on both ( ) Blocking panel: q Web stiffeners required on 2x4 minimum Web stiffeners 1 DO NOT side of hatched zone TimberStrand® LSL or sides at A2W ONLY at 16"on-center* 1/e"TJ@ Rim Board, cut or notch flange. TJI®joist Floor panel nail- Sheathingboth sides at A3.4W ONLY squash blocks required each side , 9 * boundary nails, at 83W ONLY 1/4"TimberStrand® LSL 8d(0.131"x 2/2")at 6"on-center 1 „ 1 or TJI®joist 8d(0.131"x 2/z )at 1/a"TimberStrand® N Rim-to-joist Web Stiffeners required 4"on-center LSL rim board. 1,s" Web stiffeners 6" •• 0 � 6" Z nail each side atA3._W B1 61W required on both Toe nail-1 Od(0.131" sides of both joist 6" L1 2 x D1 D1 Closely grouped round L2 2 x L2 DZ 6" 6" Toe nail, Toe nail, 1'/a"TJ®Rim Board A3/A3W When sheathing ends at B4W ONLY No field cut minimum holes are permitted if minimum No field cut Do not cut ( x 3")at 6"on-center 10d(0.131"x 3") 10d(0.131 x 3") TJI®rim joist thickness exceeds 7/" 12'1 Web stiffeners required DO NOT holes In (applies to all holes the group perimeter holes in holes target only)or q End of joists at hatcned meets re uirements for hatched + IL at 6"on-center at 6"on-center 1 ® trim sheathing tongue min. cur holes In cantilever except knockouts) q than 1/s In 1/a"TimberStrand LSL. 9 9 3 " on both sides at 131W centerline zones round ors square holes. zones cantilever TJI@ rim joist at rim board For rim board thicker than 1/ reinforcement. q 0 Web stiffener ) -Attach TJI Joist to rim board with one 1Od(0.128"x 3") and B2W ONLY of support W W required on both Toe nail- nt (0.131"x 3") Table A - End Support k- q Must have 13/4"minimum at 6"on-center* Install proper blocking to nail.Top nail from TJI joists into rim board. Blocking panels may be required pp O sides at Al W ONLY joist bearingat ends. Attach * support all panel edges -Connect corner with four 10d(0.128"x 3")nails.Toe 62 B2W Blocking panels may be required with braced/shear with braced/shear walls above or Minimum distance from edge of hole to inside face of nearest end support Z N Al Al W 'k A2 A2W* A3 A3.1 A3.2 A3.3 PP P g nail from side of parallel closure into rim board. O walls above or below-see detail B1 63 B3W 64 B4W ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE O O O O rim joist per A3 detail. O O O O P below-see detail 61 JOIST TJI® *For additional installations specifications see Rim Board A3.4 A3.4 * DEPTH 2" 3" 4" 5" 6Y2" 7" 8+/a" 11.' 13" 2" 3•• a„ 5" 6Y2• 7'• a+�" 11•• 13., •• Q V 1 *For additional installation specifications see Rim Board Details and Installation in A3W A3.1 eA3.2 tA3.3 P O W Nail through 2x cantilever,wood backer and 110 ,'-0" 1'-s" 2'-0" T-0" F-O" 1'-0~ 1'-6" 2'-6" 3'-6" 4'-6" N O O Details and Installation in Weyerhaeuser Installation Guide IV'TJ@ Rim Board or 1Y4"TimberStrand0 LSL. TJI®joist web with 2 rows 1 Od 0.148"x 3" ' Weyerhaeuser Installation Guide ibr Floor and Roof Framing,TJ-9001. Blocking 1 ( ) 210 1•-0" 1'-s" z'-s~ 3'-0^ s'-s" ,'-o~ 2'-0'• z'-s" a'-o" 5'-0" 'd >l� for Floor and Roof Framing,TJ-9001. 9Y2" Y g Nail with 10d(0.131"x 3")nails,one each at panel Halls at 6"on-center,clinched, 230 r-s^ 2'-0" z'-s^ 3'-6^ 5'-6^ r-o~ 2'-0~ 3'-0^ a'-s" s-o^ Q top and bottom flange. Nail to blocking panel Use 16d(0.135"x 3%")nails with 3Y2"TJI® 360 r-6" z'-o" X-0" 4'-0" s'-0" r-6^ z'-6" 3'-6" s'-0" 5'-6" N with connections equivalent to floor panel joist flange widths. 560 r-6" 2'-6" T-6" V-0" 7'-0" 2'-0" 3'-0" 4'-0" 5'-6^ 6'.0- 6-0"length of TJ Is joist 8"diameter maximum hole for 11%"- 1 1 „ schedule. 110 r-o" r-o" r-6" T-o" 2'-6" T-0" 5'-6" r-0" r-6" 7-0" 2'-6~ 4'-6" 5'-0" 6'-0" # reinforcement and filler 16"deep blocking panels;6"diameter 1/a"TJ@ Rim Board 1/a TimberStrand@ 210 r-o" r-6~ z'-o" z'-o" T-0" 3'-6" 6'•o" •r-0" r-s" 2'-6" 3'-0" 5'-0" 5'-6~ 6'-6" _ LSL.Nail with 10d(0.131"x 3"}nails, Attach reinforcement to joist 117/0" 230 r-o° '-s" r-o" z'-6" 3'-0° 3'-6^ s'-s" r-o° z'-o" 2'-s" 3'-s^ s's" 5'-s" T-o° 4'-0"length of 8"diameter maximum hole for 117/8"- block.Use 4'-0"length maximum for blocking panels 9Yz"deep one each at to and bottom flange. 1 " 360 1'-6" z'-0" T-0" 3'-6" 4'-6" F-0" 7'-0" 1'-6" 2'-s" 3'-6" a'-e" 6'-6" 6'-6" 7'-6" (1 3/4'reinforcement on 16"deep blocking panels;6"diameter with 9%"and 117/' TJI® or shorter than 12"long. p g with one 8d(0.131"x 2/z ) 660 1'-6" 2'-6" 3'-0" 4'-0" 5'-6" s'-0" F-0" 2'-6" T-s" 4'-6•' 5'-6~ T'0" 7'-6" 8'-0" J---11 8"diameter maximum hole for 11 one side at E2,both maximum for blocking panels 9Y2" joists. Do not cut flanges. Attach reinforcement to joist nail at each corner F1 applies to 110 1'-0^ 1'-0" 1'-0' 1'-0" 1'-s" 2'-0^ T-o" 5'-6" ,'-o" 1'-0" ,'-6" 2'-0~ 3'-6" 4'-0" 6'-0' V-0- Web stiffeners 7/a"-16"deep blocking panels;6" sides at E3 deep or shorter than 12"long. with one 8d(0.131"x 2/2) Horizontal blocking uniformly 210 r-o~ 1'-0" r•0" r-s" T-o" 2'-6" T-s" 6'-0" 1'-0" r-0" 2'-0" 2'-6" 4'-0" 4'-6~ �- Load from above required on both diameter maximum for blocking 1%"TJ@ Rim Board 1%" nail at each comer loaded joists 14" z3o 10 ,-,0- r-0° r-s° 2'6° 2'-s° a'-o° T-0° r o° r-o° 2'-0" 3'-0^ a'-o° 5'-0" T-o~ s'-o" f n 1 Do not cut flanges. panels between each ) v , V-0- sides at E1 W ONLY panels 9/2'deep or shorter than TimberStrand®LSL.Nail with joist.Nail to top plate with only. iso " r 6^ 2'-6^ 3's^ 4'-0" 5'-s" 8'-0" r-0" r-6" 2'-6~ 4'-0" 6'-0" 6'-6" 8'-0" 9'-6^ 12"long. 10d 0.131"x 3" nails,one 3 D� 560 " T-0" 3'.0" 4'-6" 5'-0" 6'-6" 9'-0" 1'-6" 3'-0" 4'•0" 5'-0" T-0" T-6" 9'-0" 10'-0" %s" Do not cut flanges. 1 ® 1 ( ) 12' length of/" connections equivalent to Wood u O g 1/8"TJ Rim Board or 1/a" each at top and bottom flange. reinforcement on floor panel schedule. backer ae.1e� on 210 11•0" r-o" r-o" 1'•6" 2'-6" T.6" 6'-0" r-0" 1'-0" 1'-0" r-0" T-0" T'6~ 6'-s" 8•-0..Ill-o" TimberStrand@ LSL.Nail with e5 w\ d5 16„ 230 " 1'-0" 1'-0" 1'-6" 1'-6" 3'-0" 4'-0" T-0" 1'•0" 1'-0" 1'-0" z'-0" 3'-6" 4'-0" T-0" 9'-0" 11'-0" ((( 1 one side at E5, 12"length of 3/4" ��� ec as \oa 360 ^ ^ ^ 2'-s" 2'-6" 4'-6" 6'•6" 9'-0" r-o" r-o" r-6" T-0" 5'-0" 5'-6" 9'-0" 10'-0" 1r-6"1Od(0.131"x 3")nails,one Attach reinforcement to both sides at E6 re nfo cement on ones e p g joist web with 3 rows P I r id �� �QO 560 " 1'-0" 1'-0" 2'-6" 3'-0" F-0" T-6" 10'-0" 1'-0" 2'-0" T-0" 4'-6" 6'-6" T-0" 10'4' 11'-0" 12'-0~ each at to and bottom flange. Full depth vertical a� ger � I 10d(0.148"x 3")nails at 6 9 at E7,both sides at E8 F1 a e� - blocking between \ a" 5" s" r' s" 10^ 1r' 15^ 1r' a~ 5" s^ r' s^ 10" 12" is" 1T• Attach reinforcement on-center,clinched.Use 2 each joistI J 18„ 360 1'-0" 1•-0" 1'-0" T-0" 2'-0" 4'-0" 5'-6"1107- 1'-0" 1'-6" 3'-0" 4'-6" 6'-0" 10'-0" 11'-0" 2x4 minimum t0'01St flange with 1 " 7 " E7 E8 Less than 5" 560 1'-0^ 1'-0" 1'-0" 1•-0" 2'-0" 4'-6" T-0" 11-0" T-0" 3'-6" 5'-0" 6'-6" 8'-0" 11'-0" 12--0-11 squash blocks / g 2' R` rows with 9/z and 11/8 Less than 5" 8d(0.131"x 2Y")nails at 6" a�`� TJI@ joists. * 20" 360 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 4'-0" 7'-0" 10'-6" 1'-0" 1'-0" 1'-6" 3'-0" 4'-6" 8'-0" 11'-6" 14'-0" 15'-6" 1Ya"TJ@ Rim Board or on-center.When reinforcing E5 E6 L /�Gap • WEB STIFFENER ATTACHMENT 560 v-0" 1"-0" v-o" I.-o.- transfer -o" r-o° r-o" a'-s~ s'-o~ 1r-s° 1'-0" 1'-6" 3'-6" 5'-0" T-o" 14'-6" 16'-0" CS Use 2x4 minimum squash knocks to 1Ya"TimberStrand® LSL. Face grain �a'� both sides,stagger nails. Ya"minimum ® E1 E�w Nall with erS randlD' x L. E2 E3 horizontal E4 Not for use with 3%2"TJI joist flange widths 1„ 2%"maximum Table B - Intermediate or Cantilever Support transfer load around TJI joist � � ® pp Minimum distance from edge of hole to inside face of nearest intermediate or cantilever su ort nails,one each at top and O O (1Yz"for TJI@ Nailing: P bottom flange. Option#1: 560,560D) See sizes below. JOIST TJI® ROUND HOLE SIZE SQUARE OR RECTANGULAR HOLE SIZE EXTERIOR DECK ATTACHMENT Apply subf/oor TJ Is joist blocking with end Web stiffener both sides. DEPTH 2" 3" 4" 5" 6Yz' 7" e7/- 11' 13" 2" T' 4" 5" 6Y" r' 8%" 11" 13•• adhesive to all blocks installed at Y3 joist-span 110 r-0~ 7-6~ T-6" 4'-6" T-6~ r-6" 2'-6" T-6" 5'-6" V-6~ Flush bearing plate required. Structural exterior sheathing locations using See sizes below. *With point load from above,and no support Hanger height must ® t contact surfaces below,install web stiffener tight to top flange 9Y2" 210 2'-0" 2'-6" 3'-6" 5'-0" 8'-0" 2'-0" T-0" 4'-0•' 6'-6•' T-6- be TJI Joist Filler Block: Hanger Backer Block: Install tight Maximum/a overhang Flashing two 8d(0.113"x 2Yz") � Tight fit* (gap at bottom flange) 230 z'-s" 3'-0" a'-o" 5'-6" a'-s" 2'-0" 3'-s" a'-s^ s'-s~ 7'-s^ be 13 minimum of 60% Attach per the table.Clinch to top flange(tight to bottom permitted at beam. nails or ofJolstdepth nails when possible. flange with face mount hangers). a� 1 . Nailing Requirements 560 S-s" 5'-0" s'-o" 7'-6" 10'-0" 4'-0" s•-6" 6'-6" 8'-0~ 9'-0" p gTreated 2x_ �sQ 2/2 screws, o Depth Minimum Web Clinch nails when possible. ops d typical TJI"Joist Series in. Stiffener Size Type Number Nails 110 r-0^ 1'-0^ r-s~ 7-6° a'-o^ a'•e" s'•s^ ,'-o" V-6" r s" 4'-0^ T-o~ T-o° s'-s~ ledger 131 �a ' ( ) yp End Intermediate 210 1'-0" 1'-0" 2'-0^ T-0" 4'-6•' F-0'• 9'-0" 1'-0" 2'-0" T.0" 4'-6" 8'-0" 8'-0" 10'-0" See fastener 5 5 nr 11 230 1'-0" 2'-0•' 2'-6•' 3'-6" 5'-0" 5'-6" 10'-0" T-0" 2'-6" T.6" F-O" 8'-6" 9'-0" 10'-6- See 110 All /s x 2/6° •• 1/a"TJ@ Rim Board or 1Ya" table below.Maintain 3 •� 5 r+i $d 360 2'-0" 3'-0" 4'-0" 5'-6" 7'-0" 7'-6" 11'-0" 2'-0" 3'-6" 5'-0" 7'-0" 9'-6" 9'-6" 11'-0" 210 All /a x 2/e' Top mount TimberStrand@ LSL. 1 „ 560 r-s~ 3'-0" a'-s^ s-s^ a'-o" s'-s° 12'-0~ 3'-o° a'-s^ 6'-0" e'-o° 1o'-s° 1r-o° 12'-0" 2"distance(minimum)from 230&360 All 7/"x 2s/s'c" (0.113"x 2/z) 3 3 110 r-0" r-0" 1'-0" 1'-0" 2'-0" 2'-6"--4'-6- 8'-6" 1'-0" 1'-0" 1'-0" 2'-6" 5'-0" s'-o" 9'-0~ 12'-0" hanger edge Of ledger t0 fastener. Option#2: 1 210 1'-0" T-0" 1'-0" 1'-0" 2'-6" T-0" 5'•6" 9'-6" 1'-0" 1'-0" 2'-0" 3'-6" 6'-0" 7'-0^ 10'.0" 13•-0" 2x_strapping installed at/3 16d Face mount Backer block joist-span locations using two 2 560 All 2x4"1 1 „ 14" 230 r-0" r-0" r-0" 2'-0" 3'-s" 4'.0" 6'•0" 10'-6" 1'-0" r-0" 7-6" 4'-0" s'-s" 7'-6" 11'-0" 13'-6" Allowable Load(lbs) 1 (0.135"x 3/z ) 360 1'-0" 1'-0" 2'-0" T-6" 5'-6" 6'-0" 8'-6" 12•-6" 1'-0" 2'-0" 4'-0" 5'-6" V-0" 10'-0" 12'-0" 14'-0" hanger both sides of web /2'screws per joist,typical g p Fastener 1%"TimberStrand® 1%"TJ®Rim Board 18" 4 4 560 1'-0" 1'-0" 1'-6" 3'•6" 5'•6" V-6" 9'-6" 13'•6" 1'-0" T-T 5'-0" T.0•' 10'-0" 11'-0" 13'-6" 15'-0" with single TJI"joist LSL rim board 16d Option#3: 560D 2011 2x4(xl 5 5 210 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 3'-6" 6'-0" 10'_0" 1'-0" 1'-0" 1'-0" 1'6" 4'-6" 5'-0" 10'_0~ 12'.6" 16'-0" Web stiffeners required if sides of Y2"lag bolt 610 480 Direct) applied ceiling 22"c3, (0.135"x 3Y2") 6 11 16„ 230 1•-0" 11-0" r-o" r-0" r-6" z'-0" 4'-0" 6'-6" 1r-o" r-0" 1'-0" 1'.0" 2'•6" 5'-0^ 6'-0" 10'-6" 13'-6" 16•-6" With top mount hangers,backer block required only y pp g 3 36o r-o° r•0~ r-0" 1'-0" T-0" 4'-0" 6•-6" 10'-0" 13'-s° r-0" r-0" 2'.0" 4'-0" T-6' 8'-6" 13'-0" 14'-6" r7'•o" H1 hanger do not laterally support at H2 H3 24"c' 6 13 3 ®. for downward loads exceeding 250 lbs Or for uplift Corrosion-resistant fasteners required for wet-Service applications. PB1 ^ ' 560 1'-0" 1'-0" l'-0" 1'-0" 2'-6" T-6" T-0" 11'-0" 15'-0" 1'-0" 1'-0" T-6" 5'-6" 9'-0^ 10'-0" 14'-6" 16'-0" 18'-0" O least/"of TJI joist top flange LA When specified on the layout one of W 1 PS1 or PS2 sheathing,conditions.For nailing requirements see page 5,TJ- O O ( ) g,face grain vertical 9001 Weyerhaeuser installation Guide for Floor and O the bracing options above is required (2)Construction grade or better 4" 5" 6" 7" 8" 10" 12' 15" 17" a" 5" 6" 7" 8" 10" 12" 15•' 17" y 3 Web stiffeners are always required for 22"and 24"TJI@ 560D Joists 360 r-0" r-o" r-o° r-6" 3'-0° s'-o° s'-o" 15'-0^ r-o^ ,'-s" a'-0" s'-6" 9'-0" 14'-6" 16'-6" 1s'-s" Z Roof Framing, TJ-9001. ( ) Y q 18 560 1'-0" 1'-0" 1'-0" 1'-0" 2'-0" 6'-0" 10'-0" 16'-6" 1'-0" 3'-6" 6'-0" 9'-6" 11'-6" 16'-6" 18'-0" 20'-0" / BEAM DETAILS FASTENING of FLOOR PANELS 360 ,'•o" 1'-0" 1'•0" 1'-0^ 1'-0" 3'-0" s' „' ,s' ,' 1'-0" ,' a' 7'-0" 12' Guidelines for Closest On-Center Spacing per Row FILLER and BACKER BLOCK SIZES 20" �9 P 9 P 560 1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-6" 5'-6" 12'-0" 16'-0" 1'-0" 1'-0" 3'-0" 6'-0" 8'-6" 14'-0" 17'-6' 19'-6" 20'6" ` m (- O TJIM1)(2) Rim Board 1Ys• TJI®Joists 110 210 230 or 360 560 Rectangular holes based on measurement oflongest side. ILI BEARING FOR DOOR Nail Size 110,210, 360 and Ys•'TJ®Ri 1%'. TimberStrand®LSL Microllam® Parallam® + • Leave Y" BEAM TO BEAM BEARING AT Depth 9/2"or 14,1 9/z"or 14"or 9Yz"or 14"or 18"or � „ 14"or 18"or a of web(minimum)at top and bottom of hole.DO NOT cut joist flanges. � and 230 560 Board TimberStrand@LSL or wider LVL PSL p r 16" i 6" 20" 11 16" 20" Tables are based on uniform load tables in current design literature. BEARING AT WALL OR WINDOW HEADER CONNECTION CONCRETE WALL 11/8" 11/8" 11/a" g Z 4 d _Z W 8d(0.113"x 2Y2"),8d(0.131"x 2Yz") 4" 3" 6" 4" 3" 3" 3" Filler Block(') 2x6+%" 2x8+3/8" 2x6+Y2' 2x8+Y2' 2x12+Y2" Two Two Two -1 lT O J LU 1%"TJ@ Rim Board or Strap per code if top plate 2x6 2x8 • For simple span(5'minimum),uniformly loaded joists used in residential applications,one maximum size round hole may be located Z W 10d 0.148"x 3",12d 0.148"x 3Y4" 6" 4" 4" (Detail H2) sheathing sheathing sheathing sheathing sheathing 2x6 2x8 2x12 ( ) ( ) 3 4" 4" at the center of the joist span provided that no other holes occur In the joist. Q jr O Z_ 1'/a"TimberStrand@ LSL or is not continuous over �„ 3/8, Y„ Y" (a 16d(0.162"x 3%") 6" 6" ti 8" 6" Cantilever 2x6 2x10 2x6+ 2x10+ 2x6+ 2x10+ Not � I � . blOckingforlateralsupport header a a Filler 4'-0" 6'-0" sheathing sheathing sheathing sheathing Not applicable ALLOWABLE HOLES - Headers and Beams 1I ' Q- t- (1)Stagger nails when using 4"on-center spacing and maintain I%"joist and panel edge distance.One row of fasteners is permitted(two at abutting (Detail E4) long long 4'-0"long 6'-0"long 4'-0"long 6'-0"long applicable Q 1' O W 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(') 1.55E TimberStrand® LSL Headers and Beams 0- ILI � � J Strap per code if top blocking is less than spacing shown above,rectangular blocking must be used in lieu of TJI®joists. 8 „ s „ s " 7 „ 7 " O (Detail F1 % or/4 / or/ / or 1"Net 2x6 2x8 2x12 J plate is not continuous (2)For non-diaphragm applications,multiple rows of fasteners are permitted if the rows are offset at least''/."and staggered. or H2 x m W Q 3 With 10d 0.148"x 1 Y" Waits,spacing can be reduced to 3"on-center for light gauge steel straps, ) 2 x diameter of the I)_ } < X over column ( ) ( ) p g g g g P ' TO mount a " NIL necessary,increaseshould tiller and backer block height for face mount hangers and maintain backer ap s top 2 joist;see detail W.Filter and backer largest hole(minimum) O 13 P (4)Can be reduced to 4"on-center if nail penetration into the narrow edge is no more than 1/e (to avoid splitting). b � .(1 ry O Q Q anger • � lock dimensions should accomodate required nailing without splitting(12"minimum for backer blocks and 24"minimum for filler blocks). V/ 9 (5)Can be reduced to 5"on-center if nail penetration into the narrow edge is no more than 13/8"(to avoid splitting). Y3 depth7- Column Q Column Face mount Protect untreated ■Recommended nailing is 12"on-center in field and 6"on-center along panel edge.Fastening requirements on engineered drawings supersede Allowed hole zone y 4 (� hanger wood from direct recommendations listed above. •� (\ contact with ■For recommended nailing and adhesives,see INSTALLATION RECOMMENDATIONS on page 2 of the Weyerhaeuser Installation Gude for Floor j.] L1 L2 L3 See current Weyerhaeuser L4 concrete and Roof Framing, TJ-9001. O o Z ■Nailing rows must be offset at least Y2'and staggered. 0 0 0 0 0 1.55 E TimberStrand®LSL literature for framing connectors ■14 ga.staples may be substituted for 8d(0.113"x 2Y2")nails if minimum penetration of 1"into the TJI®joist or rim board is achieved. _ - ®• Joists must be laterally supported at Header or Beam Maximum Round ■Maximum nail spacing for TJI joists is 18"on-center. Depth Hole Size cantilever and end bearings by blocking 9Y4"-9Y2" 3" panels,hangers,or direct attachment to Multiple-Member Connections for Top-Loaded Beams a rim board or rim joist. 8" 8" 11Ya"-11 7/e" 3%' Fastener Installation Requirements TJI®joist framing does not j 14"-16" 4%" P'ece #of Fastener require bridging or mid-span E1 General Notes See Illustration for allowed hole zone Width Plies blocking °°�`=�•tli+ T Bill t^'' • Allowed hole zone suitable for headers and beams with t • r ; : f,• Type Min.Length #Rows O.C.Spacing Location When fasteners are required on both g uniform and/or concentrated loads anywhere along the member. ."�` s"..�.,J► sides,stagger fasteners on the second • Round holes only �: ••k,.�• Q"• ;, 1 Od nails 3" 3'2' .r BEARING AT 1 z 12" side so they fall halfway between p • No holes in headers or beams In lank orientation. a w COLUMN 2 12d-16d nails 3/a" 2 One side fasteners on the first side. �•.�. /`•; Screws 33/8"or 3Y2" 2 24" 10d nails 3" 3'2' DO NOT bevel cut joist - i rt, n; •f ^ 12" Both sides AlO HZ ) Other Trus Joist® Headers and Beams f r' Rim board joint 3 beyond inside face of wall. g 1.3E TimberStrand® and Parallam@ PSL r `•. • "tin,Ci ";' . 1 21 y O ••• 1 DO NOT Seat Cuts Microllam® LVL depth 12d 16d nails 3/a" 2 E2 between joists a n 13/4 33/8"or 3%' Both sides A3 on beams beyond the inside LSL hole zone hole zone 2 x diameter of the y P ".�••'''�`w;v Screws 2 24" Load must be applied evenly across face ofsu ort member, largest hole(minimum) �� „�•°, • 5" One side entire beam width.Otherwise,use PP :rr '• a"` "^ Verify column capacity 10d nails'3' 3" 3cz, connections for side-loaded beams. DO NOT cut,notch or drill •f"""�. " and beam bearing 12„ One side • cal 1 „ r71 (p ply) holes In headers or beams p�L ~,i E R L I] E EB d 5 2021 L5 length.See current 4 12d-16d Halls 31 2 -- except as Indicated in d 70. 0 o illustrations and tables. Weyerhaeuser literature. 5"or 6" Both sides 0 0 0 Screws 2 24" Multiple pieces can be nailed or bolted together to CS La 6 3/4" One side L6 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 maximum width of 7" Screws 2 24" L3 1Ya"TJ@ Rim Board or 1 a" Parallam®PSL Header or Beam Maximum Round � 3Yz" 2 6 3/" One side AZ TimberStrand@ LSL. allowed hole zone Depth Hole Size O , ` Yz'bolts 8" 2 24" - middle/3 span 4/" 1" V r 1 1 Od nails are 0.128"diameter; 12d-16d nails are 0.148"-0.162"diameter;screws are SDS,SDW,WS,or Truss -LOK-EWPTM. ustr 1%H ( ) B1 L1 d 1.3E TimberStrand@ LSL allowed hole zone d 7Y4"-20" 2" 1 1 1 COLUMNDETAILS (2)An additional row of nails is required with depths of 14"or greater. H1 O See Illustration for Allowed Hole Zone LU (3)When connecting 4-ply members,nail each ply to the other and offset nail rows by 2"from the rows in the ply below. General Notes " ` 4 B2 • Allowed hole zone suitable for headers and beams with uniform loads only. O O ___l o �- • Round holes only LU 0 1_ B NAILING AT BEARING FLOOR No holes in cantilevers. COLUMN CAP (FLOOR) LS B3tu • No holes In headers or beams in plank orientation. 1 \ I U TJI®Joist to Bearing Plate Squash Blocks to TJI@ Joist ��----11 ---��� 1 ® (Load bearing wall above) 1/a"TJ Rim Board or Z - 1Y4"TimberStrand LSL. Joist may be shifted u to 3"if Use B1 Or B2 at O lu One 10d(0.128"x 3") P ® 1 nail into each flange floor panel edge is supported B4 intermediate bearings WARNING m � ,x M -1 One 8d(0.113"x 2/2") g and span rating is not exceeded. O Q !LD! nail each side.Drive with load bearing Gil Joists are unstable until braced laterally -1 O - nails at si angle at Do not cut joist flanges. Bracing includes: (� ILUJ }least 1Y2"from end. Plumbing Drop brat from above all g O O Q x -I V P1 • Blocking • Sheathing • Strut Lines End of joists • Hangers • Rim Board • Rim Joist k)at W0.j O O �- 3Yz"minimum of support centerline L2 W U l a dl Z COLUMN BASE 3 , intermediate bearin Also see detail 82 y I�r 13/4"minimum end bearing 9 single-family applications 5Ya"may be required for maximum H1 Z Q Q Shear transfer:Connections equivalent capacity ° � r Q- to floor panel nailing schedule • � � � •� � �? � n Rim to TJI@ Joist DO NOT walk on joists DO NOT walk on joists DO NOT stack building F- +f 1}�I !R_ "•;s :;?'�' _`" 1 @ TJI@ 560 rim joist:Toe ° until braced. that are lying flat. materials on unsheathed Z 1/s"TJ Rim Board, Additional joist is required if 1Y4"TimberStrand@ LSL or nail with 10d(0.128"x 3") floor panel edge is unsupported L4 ° INJURY MAY RESULT. joists.Stack only over U1 v Z �/ Q TJI@ 110 rim joist: nails,one each side of or if an rating is exceeded. O •� WARNING NOTES: beams or walls. O P g Exterior Deck P2 One 10d(0.131 x3")nail TJI@ joist flange TJI@560 ° ° LA DONOTusesawn Lack of proper bracing during construction can result in serious �- Attachment ! 1 a into each flange floor joist = /umberforrim accidents.Observe the following guidelines: Structural 9 9 O TJI@ 210,230,and 360 rim INSTALLATION TIPS °' O board or blocking, 1.All blockin ,hangers,ers,rim boards and rim oists at the end supports of the TJI®'oists must be completely installed and properly nailed. t-&1- . sheathing 9 9 j PP 1 P Y P P Y 1L 11J ELEVATED II II Joist: ° as itmay shrink 2.Laterial strength,like braced end wall or an existing deck,must be established at the ends of the bay.This can also be COLUMN BASE t -f One 16d(0.135"x 3Y2")nail •Subfloor adhesive will improve floor performance,but O after installation. accomplished by a temporary or permanent deck(sheathing)fastened to the first 4 feet of joists at the end of the bay. 13/4"minimum gearing into each flange Top View may not be required. O Use only 3.Safety bracing of 1x4(minimum)must be nailed to a braced end wall or sheathed area(as in note 2)and to each Locate rim board joint between joists. 0 Safety bracing(1x4 engineered/umber, joist.Without this bracing,buckling sideways or rollover is highly probable under light construction loads-such as a •Squash blocks and blocking panels carry stacked Protect untreated wood ° minimum)at 8'on-center(6' worker or one layer of unnailed sheathing. t 1- 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. @' 1 O H3 HOLES 5.Ends of cantilevers require safety bracing on both the top and bottom flanges. 1 " of a TJI joist(with web stiffeners)is not a substitute concrete 1/z"knockouts at extended to a braced end wall. 6.The flanges must remain straight within 1/2"from true alignment. t' for squash blocks or blocking panels. ,':.:::.:•,• 1Y"TJ@ Rim Board or 1/a q 9 P approximately Fasten at each joist with DATE: FEBRUARY 2021 TimberStrand@ LSL. 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 " `" �''' •When joists are doubled at non-load bearing parallel (see WARNING). product may contain titanium dioxide.Wood dust and titanium dioxide are substances known to the state of California partitions,space joists apart the width of the wall for Bearing plate to be to cause cancer.For more information on Proposition 65,visit w .com/inform. Optional plumbing or HVAC. P3 non-shrink flush with inside face 1-JOIST METAIL5 Drive nails at an See framing plan(if applicable)or of wall or beam grout One 10d(0.128"x 3")nail each angle to minimize Weyerhaeuser Installation Guide for Floor •Additional joist at plumbing drop(see detail). Weyerhaeuser,Microllam,Parallam,TimberStrand,TJI,TJ,and Trus Joist are registered trademarks of side of member at bearing, splitting of plate and Roof Framing, TJ-9000. For minimum Weyerhaeuser NR. © 2014 Weyerhaeuser NR Company. All rights reserved. 1%'minimum from end end and intermediate bearing lengths. February 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 Joistlnsta//ation Guide, TJ-9006, which should be referenced for additional information.