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HomeMy WebLinkAbout51164-Z OF SOU O a ly Town of Southold P.O. Box 1179 Yo 53095 Main Rd ��y�ourzr a�` Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46048 Date: 03/22/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 300 Hillcrest Dr Orient,NY 11957 Sec/Block/Lot: 13.-2-8.31 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 05/25/2021 Pursuant to which Building Permit No. 51164 and dated: 09/11/2024 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single family dwelling with unfinished basement, covered front porch and rear deck as applied for. The certificate is issued to: Tara Geraghty,Daniel Busch Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-1966 6/2/2024 ELECTRICAL CERTIFICATE: 46536 11/15/2022 PLUMBERS CERTIFICATION: Brad Piecuch 11/01/2022 i utho iz S gnaturel �o�'6OFSO(/ryo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51164 Date: 09/11/2024 Permission is hereby granted to: Tara Geraghty 705 Gus Dr East Marion, NY To: Construct new single family dwelling as applied for per SCHD approval. *Note- detached garage shown on plans and survey NOT part of this permit. replaces by#46536 Premises Located at: 300 Hillcrest Dr, Orient, NY 11957 SCTM# 13.-2-8.31 Pursuant to application dated 05/25/2021 and approved by the Building Inspector. To expire on 03/13/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION, ELECTRICAL- FINAL, INSULATION, FIRE SAFETY INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL, Fees: PERMIT RENEWAL $1,461.70 Total $1,461.70 Buildin Inspector' s S�FF04 TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "oy • o� SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46636 Date: 7/6/2021 Permission is hereby granted to: Varkoutas, Asimakis 2041 27th St Astoria, NY 11105 To: Construct new single family dwelling as applied for per SCHD approval. *Note- detached garage shown on plans and survey NOT part of this permit. At premises located at: 300 Hillcrest Dr, Orient SCTM #473889 Sec/Block/Lot# 13.-2-8.31 Pursuant to application dated 5/25/2021 and approved by the Building Inspector. To expire on 116/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,648.40 CO-NEW DWELLING $50.00 Total: $2,698.40 Building Inspector OF SOUr�ol . Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin(a)-town.southold.ny.us Southold,NY 11971-0959 COUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Tara Geraghty Address: 300 Hillcrest Dr city:Orient st: NY zip: 11957 Building Permit#: 46536 Section: 13 Block: 2 Lot: 8.31 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Wicenski Electric License No: 47231VIE 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 Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph X Heat Duplec Recpt 63 Ceiling Fixtures 38 Bath Exhaust Fan 4 Service 3 ph Hot Water Gas GFCI Recpt 16 Wall Fixtures 9 Smoke Detectors 4 Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 40 CO2 Detectors Sub Panel 100A A/C Blower 2 Range Recpt Gas Ceiling Fan Combo Smoke/CO 3 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 46 4'LED Exit Fixtures 11 Pump Other Equipment: Hood, Oven, DW, Fridge, W/D, 150A Panel 30 Circuit/ 15 Used, 150A Panel - 30 circuit/ 13 Used, 100A Sub 24 Circuit/ 23 Used Notes: New One Story w/ Unfinished Basement Inspector Signature: C Date: November 15, 2022 S. Devlin-Cert Electrical Compliance Form . oF SOUlyol- � o Town Hall Annex Telephone(631)765-18( 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Q Southold,NY 11971-0959 l�Coa UMM• BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: l l Z`7 Building Permit No. q1 5-3 �� n ,{(Please print) Plumber.—.�� `f"l eer-1&C k (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. /(Plunx6ers Signature) 5fi Sworn to before me this day of OVA y,J'e-C- , 20 a SUSAN.A.RVZO Notary Public.State of New York tNo.0i RI6 s 83459 Quaiifiaci inSuft,lic County Corrmmissior►ExP�res march i7, / Notary Public, ��� County Y G ce vs * # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ OUNDATION 1 ST' [ ] ROUGH PL13G. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [` ] FIREPLACE &CHIMNEY [ ]' FIRE'-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAeTION 1 [ ] PRE C/O REMARKS: L} 1'�►� D pe 4wdv?_7v DATE 6 INSPECTOR atf SOGIyo<o * # TOWN OF SOUTHOLD BUILDING DEPT. °`yrouNn ' 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION/CAULKING FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMA KS: l �*(7 su�� Ad ,� S • L � DATE I �4a"� INSPECTOR o�aOP 50!/lyo 'mil 6 5 3 fo 300 11cre34 � \" # TOWN OF'-SOUTHOLD BUILDING DEPT. `yco 765-1802 ... . INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ]`FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ] CODE VIOLATION [ ] PRE C/O REMARKS: NeI, V, —I\Ccjr DATE 7 lh—L, INSPECTOR q4E SOUlyO6 t 7 * f TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL (U_� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: LIva n, DATE INSPECTOR ho��OE SOUIyo� --- TOWN OF SOUTHOLD BUILDING DEPT. `ycourm,� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL N26 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: l su6L&Y e�"te C&A lw� 1 64&* 4/ q94�nm L� -�8✓ DATE INSPECTOR OF SOGTy06 y o a'7 i34> 5W -- # # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION ( ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O [ ]' RENTAL REMARKS: OuIan. f e DATE fl,- INSPECTOR Rocket Insulation,LLC(367) Job Number: 5608622 40 Haynes Court RONKONKOMA,NY 11779 Insulation Certificate Insulation is installed In the,structure described below as follows: Work Area Item Installed Bags ! Sq Feet 8'.4'x 200'SC15100C 1.5MIL.Poly Rim Joist BASF Spraytite 168 Closed=Cell 2"R-13.20 Basement Exterior Walls BASF Spraytite 158.Closed-Cell 2"R-13.20 Foam Seal Door And Windows CF812.Foam Sealant Foam Seal'DoorAnd Windows CF812 Foam Sealant Foam Seal Door And Windows .CF812 Foam Sealant Demilec Heatlok HFO Summer QC Drum Set (1000 lbs.) Fire Caulking intumescent 814,Rockwool FS-ONE Max Firestop Sealant(20 oz, Foil) IC Spray Foam Classic Ultra..Set(10.00.Ibs:) Picture Frame Air:Seal LaPolla FL-20004G:Regular Closed-Cell:5°R- 3.10 Thermal Barrier No=Burn Plus Thermal-Barrier(Sq-Ftper,Gallon) R-13 15"x 93 Kraft Batts Bedrooms And Bathrooms. R-13 15"x 93"-Llnfaced-Wood Framing R-19 15 x 93"-Kraft-Wood.Framing 2X6-Exterior Walls. R-19 1B."x 9.4"-Kraft-Roll R-19 16"x 96"-Unfaced-Metal Framing R-30 16"x 48"-Kraft-Wood Framing Basement.Ceiling W117"Insulation R-30 16"x 48"-Kraft-Wood Framing ,Supports Attic Gable Walls _SWD Quik-Shield 104 Open-Cell 55"R-20.35 Roof Rafters SWD Quik-Shield 104 Open-.Cell 8"R-29.60 ThermoSeal 500 Open Cell Spray Foam Set 'Fiberglass blow has no settling factor for R-values Job Name: 300 Hillcrest Drive Orient,NY 11957 Job-Address: 300 Hillcrest Drive ORIENT,NY 11957 Date Completed: Insulation By: (� 415t I �9 Load Short Form Job: MFs51 fnuE/Y;tkn, System 1 v Date: Feb By 2 025 : Michael Fauauci L' ' Energy Testing Services 1648 Locust Ave,Unit Et Bohemia,NY 11716 Phone:631-2442827 Emal: CBB. wBb: rgservicea.com License:8818824 Project , For. Tara Geraghty &���®� 300 Hill Crest Drive,Orie 119 Phone:646- 30-19M Design Information Htg Clg Infiltration Outside db(OF) 19 82 Method Blower door Inside db(°F) 70 75 Shielding/stories 3(partial)/2 Design TD(OF) 52 7 Pressure/AVF 50 Pa/1251 crm Daily range - L Inside humidity(%) 50 50 Moisture difference(grab) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0851521 MSA Cond RA1636BJl NA AHRI ref 8934603 Coil RCF3621STAMCA+R95TA0851521MSA AHRI ref 8583937 Efficiency 95 AFUE Efficiency 12.5 EER,15 SEER Heating input 84000 Btuh Sensible cooling 24920 Btuh Heating output 82000 Btuh Latent cooling 10600 Btuh Temperature rise 63 OF Total cooling 35600 Btuh Actual air flow 1187 cfm Actual air flow 1187 cfrn Air flow factor. 0.050 cfmBtuh Air flow factor 0.066 cfrn/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in'H20 Space thermostat Load sensible heat ratio 0.81 ROOM NAME Area Htg load Cig load Htg AVF CIg AVF (IF) (Btuh) (Btuh) (cfm) (cfm) Master Bedroom 298 4237 3619 212 239 Master WIC 116 924 184 46 12 Master Bath 135 1542 408 77 27 Office 220 3738 3587 187 237 Foyer 137 1644 470 82 31 Living Room 425 5184 2827 260 187 Dining Room 236 3398 2434 170 161 IGtchen 221 2281 4260 114 282 Pantry 70 620 121 31 8 Powder 46 108 33 5 2 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Old- wrightsoft" 2025-Fets2508:20:8 ^� AuiNlN�.baq<-�-q REgM-Suit V Universal 202323.0.01 RSU30008 page 1 A+CA...W 300 Frio Crest Drive,orient NY 11857.nup Catc=MJB Front Doorfaoex S System 1 1903 23676 17944 1187 1187 Other equip loads 0 0 Equip. oQ 0.87 RSM 15647 Latent cooling 4214 TOTALS 1903 23676 19862 1187 1187 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -Po-wrig9htsoft- 2025-Feo-2503a0:28 Right-suitso urivered 2023 23.0.01 RSU30008 14M...hty-300 Kfl Crest Drive,Orient,NY 11057jW CeIc=MJB Fran Doorfaces S Page 2 Load Short Form Job: MFG51 Date: Feb 24,2025 SyStem 2 By: Michael Fauci Energy Testing Services 1646 Locust Avg,Unit E,Bohemia,NY 11716 Phones 631-244-2927 Email:mrauci@erwgyteatirgservloes.=n Web:www.en°rgytestingservices.com License:8610ti24 Project • • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646-430-1958 Design Information Htg C19 Infiltration Outside db(OF) 19 82 Method Blower door Inside db(OF) 70 75 Shielding/stories 3(partial)/2 Design 7D(OF) 52 7 Pressure/AVF 501 Pa/1251 cfm Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 44 37 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1624AJINA AHRI ref 8934600 Coil RCF2417STAMCA+R95TC0401317MSA AHRI ref 7940628 Efficiency 95 AFUE Efficiency 13.0 EER,16 SEER Heating input 42000 Btuh Sensible cooling 16800 Btuh Heating output 41000 Btuh Latent doling 7200 Btuh Temperature rise 47 OF Total doling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.086 cfm/Btuh Air flow favor 0.117 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in-H2O Space thermostat Load sensible heat ratio 0.86 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (IF) (Btuh) (Btuh) (crm) Win) Bedroom 3 222 2919 2179 251 254 Shared Bath 79 838 402 72 47 Bedroom 2 207 1828 2723 157 318 Laundry/Hall 117 1709 1096 147 128 Mud/Hall 222 2001 459 172 54 System 2 847 9295 6860 800 800 Other equip loads 0 0 Equip.@ 0.87 RSM 5981 Latent doling 1104 TOTALS 1 847 1 9295 1 7086 1 800 1 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - -wrightso 2025-Feb25082026 114hi-Sute®Universal 202323.0.01 RSU30WB AM...W 300 FED Creat Drive,OrieA NY 11967A Q Calc=MJ6 Front Doorfaoex s Page 3 Buildin9 Ysis Anal Job:Date: FebFeb2 zs,2025 S stem 1 By: Michael Feud y ram=_Nl Energy Testing Services 1648 Locwat Ave,Unit E,Bohemia,NY 11716 Phonec 631 244-28Z7 Final: -wWtesUngservioes.omn wbb:www.wwrgytedroerv=&oom License:8619VA Project • • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646-430-1958 Design Conditions Location: Indoor: Heating Cooling Montauk AP,NY,US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD(°F) 52 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grub) 43.6 37.0 Drybulb(°F) 19 82 Infiltration: Dailyrange°FS°F) - 12 (L ) Method Blower door Wetbulb( - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1251 cfm Component BluhM Btuh %of load Walls 3.5 4859 20.5 Glazing 15.4 6304 26.6 Doors 14.9 1523 6.4 Ceilings 2.2 4125 17.4 on Floors 0 0 0 Infiltration 2.6 5009 21.2 Duds 1856 7.8 Piping 0 0 Humidification 0 0 a Adjusstments 0 0 Total 23675 100.01 D= Component Btuhlllz Btuh %of load Walls 0.9 1274 7.1 Glazing 9.9 4022 22.4 Doors 6.6 669 3.7 Ceilings 0.8 1429 8.0 Floors 0 0 0 Infiltration 0.2 314 1.8 Duds 447 2.5 Ctrs Ventilation 0 0 Does Internal gains 9790 54.6 Blower 0 0 Adjustments 0 Total 179" 100.0 Latent Cooling Load=4214 Btuh Overall U-value=0.179Btuh/1l-°F, Window/Floor Area=21.4% Data entries checked. -pi& wrighti soft- 2025-Fefa2508:2028 m-+-, Right-Sutt®®Universal 2023 23.0.01 RSU30008 Page1 AC.N M...W 3D0 FUn crsst Drive,odeK NY 11857.Rq Caic=11JB Frmt Door f S Building Analysis Date: F�24,2025 System 2 By: Michael Fauei `- Energy Testing Services 1648 Locust Ave,unit E,Bohemia,NY 11716 Phone:631-244-2827 EMdJ:rrdarrcl@errergyteatirrgservioea.omn Web:wwwanergytestirgsen ices.°om License:8618824, Project Inf• • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646- 30-1958 Design Conditions Location: Indoor: Heating Cooling Montauk AP,NY,US Indoor temperature(°F) 70 75 Elevation: 7 ft Design TD(°F) 52 7 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 43.6 37.0 Dry bulb(°F) 19 82 Infiltration: Dailyrange °F) - 12 (L ) Method Blower door Wet bulb(° - 72 Shielding/stories 3(partial)/2 Wind speed(mph) 15.0 7.5 Pressure/AVF 50 Pa/1251 cfm • Component Btuhlr Btuh %of load Walls 2.8 2575 27.7 Glazing 15.5 1483 16.0 Doors 14.9 358 3.9 Ceilings 2.2 1835 19.7 Floors 0 0 0 Infiltration 2.6 2258 24.3 Ducts 784 8.4 Piping 0 0 Humidification 0 0 Ventilation 0 0 a Adjustments 0 Dms Caro; Total 9295 100.0 Component BhihAt' Btuh %of load Walls 0.7 675 9.8 Glazing 16.0 1540 22.4 Doors 6.6 157 2.3 Ceilings 0.8 636 9.3 Floors 0 0 0 Infiltration 0.2 142 2.1 Ors Ducts 190 2.8 Ventilation 0 0 Internal gains 3520 51.3 DMs Blower 0 0 Adjustments 0 Total 6860 100.0 Latent Cooling Load=1104 Btuh Overall U-xe lue=0.158 Btuhlit;°F, Window/Floor Area=11.3% Data entries checked. : 414-wrighffiOft— 2025-Fet>2508T028 Right-SuiteOUrrvereM202323.0.01 RSU30008 Page ...hty-300 KH Crest Drive,Orient,NY 11987.rup Ca1c=MJ8 Front Doorfacea s Summary Project Job: MF651 / .r` Summary Date: Fab 24,2025 'S"'yT x`` System 1 By: Michael Fauci -=-' Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631,244-2627 Email:m1aud@erwgytes6rgsenioes.00m Web:www.eneWtMngsoMm.com Lloense:861987A Project • • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646-430-1958 Notes: Design Information Weather. Montauk AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 21820 Btuh Structure 17498 Btuh Ducts 1856 Btuh Ducts 447 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 elm) 0 Btuh none (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 23676 Btuh Use manufacturers data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 15647 Btuh Method Blower door Latent Cooling Equipment Load,Sizing Shielding!stories 3( rtial)/2 Pressure/AVF 50 Pa 251 elm Structure 2699 Btuh Ducts 1515 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(fly 1903 1903 Equipment latent load 4214 Btuh Nblume(ir) 17316 17316 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 19862 Btuh Equiv.AVF(cfm) 88 40 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0851521 MSA Cond RA1636BJl NA AHRI ref 8934603 Coil RCF3621 STAMCA+R95TA0851521 MSA AHRI ref 8583937 Efficiency 95 AFUE Efficiency 12.5 EER,15 SEER' Heating input 84000 Btuh Sensible cooling 24920 Btuh Heating output 82000 Btuh Latent cooling 10680 Btuh Temperature rise 63 OF Total cooling 35600 'Btuh Actual air flow 1187 cfm Actual air flow 1187 cirri Air flow factor 0.050 cfm/Btuh Air flow factor 0.066 cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60 in H2O Space thermostat Load sensible heat ratio 0.81 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -F -w_ri1w... r� 2025-Feb-250320:25 sr�v+v�n - R4ht-Suite®Umereal2023 23.0.01 RSU30008 fttya 300 HU(crest Drive,Orient,NY 11857.rep Cale=MA Front Door faces S �1 I 51 Project SummaryJob: Fab 2 System 2 By: Feb ae 20zs By: Michael Feud == Energy Testing Services 1848 Locust Ave,Urot E,Bohemia,NY 11716 Phonm 631-244-26V Em01: erergytw!.*= ces.00m Web:www.energytestingservices.00m Men=8619M Project • • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646430-1958 Notes: Design Information Weather. Montauk AP,NY,US Winter Design Conditions Summer Design Conditions Outside db 19 OF Outside db 82 OF Inside db 70 OF Inside db 75 OF Design TD 52 OF Design TD 7 OF Daily range L Relative humidity 50 % Moisture difference 37 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8511 Btuh Structure 6670 Btuh Ducts 784 Btuh Ducts 190 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9295 Btuh Use manufacturer's data n Rate/swing multiplier 0.87 Infiltration Equipment sensible load 5981 Btuh Method Blower door Latent Cooling Equipment Load Sizing Shielding/stories 3(partial)/2 Pressure/AVF 50 Pa 111251 cfm Structure 450 Btuh Ducts 654 Btuh Central vent(0 cfm) 0 Btuh Hearing Cooling (none) Area(ft2) 84T 84T Equipment latent load 1104 Btuh %'blume(ir) 7705 7705 Air changes/hour 0.31 0.14 Equipment Total Load(Sen+Lat) 7086 Btuh Equiv.AVF(cfm) 40 18 Req.total capacity at 0.70 SHR 0.7 ton Heating Equipment Summary Cooling Equipment Summary Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model R95TC0401317MSA Cond RA1624AJlNA AHRI ref 8934600 Coil RCF2417STAMCA+R95TC0401317MSA AHRI ref 7940628 Efficiency 95 AFUE Efficiency 13.0 EER,16 SEER Heating input 42000 Btuh Sensible cling 16800 Btuh Heating output 41000 Btuh Latent cooling 7200 Btuh Temperature rise 47 OF Total cooling 24000 Btuh Actual air flow 800 arm Actual air flow 800 cfm Air flow factor 0.086 cfimBtuh Air flow factor 0.117,cfm/Btuh Static pressure 0.60 in H2O Static pressure 0.60.in H2O Space thermostat Load sensible heat ratio 0.86 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoftm 2025 Fet►2508:20:28 -- RightSuit O Umve va12023 23.0.01 RSU30008 Paget ...hty 300 KH Crest Drive,QiaM,NY 11957.n ip C91c=MJ3 Front Door recee S Duct System Summary Job: MF651 Y rY Date: Feb 24,2025 System 1 By: Michael Fauci Energy Testing Services 1648 Locust Ave.Unit E,Bohemia,NY 11716 Phi 631-244-2827 Email: energyteatirgseMoee.00m Web:xwwr.energytesllngservices com License:851987A Project Information For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646-430-1958 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.212/0.038 in H2O 0.212/0.038 in H2O Lowest fiction rate 0.045 in/100R 0.045 in/100ft Actual air flow 1187 ch 1187 Cfm Total effective length(TEL) 558 It SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfrn) (cfm) FIR (in) (in) Mal Ln(ft) Ln(1) Trunk Dining Room h 1699 85 81 0.072 6.0 Ox 0 ShMt 39.5 255.0 st6 Dining Room-► h 1699 85 81 0.072 6.0 Ox 0 ShMt 40.0 255.0 st6 Foyer h 1644 82 31 0.074 6.0 Ox 0 ShMt 17.0 270.0 sty wodren C 2130 57 141 0.054 8.0 Ox 0 ShMt 51.0 340.0 st6 Kdchen-A c 2130 57 141 0.054 8.0 Ox 0 ShMt 50.5 340.0 st6 Uving Room h 2592 130 94 0.072 7.0 Ox 0 ShMt 23.5 270.0 st6 Lmn9 Room-► h 2592 130 94 0.075 7.0 Ox 0 ShMt 24.5 260.0 st6 Mastareath h 1542 77 27 0.074 6.0 0x0 ShMt 26.8 260.0 sty Master Bedroom C 1206 71 80 0.062 6.0 Ox0 ShMt 41.5 300.0 st3 Master Bedroom-► C 1206 71 80 0.057 6.0 Ox 0 ShMt 45.8 330.0 st4 Master Bedroom-B C 1206 71 80 0.052 7.0 Ox 0 ShMt 44.8 365.'0 st3 Mastermc h 924 46 12 0.053 5.0 Ox0 ShMt 39.0 365.0 st3 mice C 1196 62 79 0.061 6.0 Ox 0 ShMt 50.5 300.0 st3 Woe-A c 1196 62 79 0.056 6.0 Ox 0 ShMt 48.5 330.0 st4 office-B C 1196 62 79 0.074 6.0 Ox 0 ShMt 33.3 255.0 st5 Pantry h 620 31 8 0.045 5.0 Ox 0 ShMt 59.5 415.0 st6 Powder h 108 5 2 0.046 4.0 Ox 0 ShMt 56.0 406.0 st6 ao/dllfe WON*ha••been annually oveMdd®n t Wf lgtltsoft" 202SFeb-2508 028 �+,� e, Right-Suite®Urever8d 2023 23.0.01 RSU30008 Page /�+L+r�...hty 300 Hill Crest Drive,Orient,NY 11%7.np Cdc=MA Front Dxorfee=S SupplyDetail Table i Trunk Htg CIO Design Veloc Diam H x W Duct Name Type (crm) (cfm) FIR 00m) (in) (in) Material Trunk st5 Peak AVF 606 547 0.052 545 13.0 8 x 20 ShtMetl st1 st4 Peak AVF 133 159 0.056 455 8.0 0 x 0 ShtMetl st5 st6 Peak AVF 581 640 0.045 524 13.7 8 x 22 ShtMetl st1 SO Peak AVF 250 251 0.052 452 9.4 8 x 10 ShtMetl st5 st1 Peak AVF 1187 1187 0.045 594 17.3 8 x 36 ShtMetl TableReturn Branch Detail Grille Htg CIO TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfrn) (ft) FIR (fpm) (in) (in) Opening(in) Ma& Trunk rb2 12x46 1187 1187 83.8 0.045 672 18.0 0x 0 ShMt z -�-wrightsoft" zMr,-Feb-2508:2028 � RIghtSuiteOUrinere91202323.0.01 RSU30008 Pop AC ...hty-300 Ku Crest Drive,0ftK Ny 11w7.rop cdc=MJB Fina Dear feces:S Duct System Summary Job: MF651 Date: Fob 24,2025 System 2 By: Michael Fauci _.4 Energy Testing Services 164E Locust Ave,Unit E,Bohemia,NY 11716 Phone:W-244 2527 Email:n*Ktd@enwgytedi*wvion.com Web:www.ewrgytadroervicea.com License:8619M Project • • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646.430-1958 Heating Cooling External static pressure 0.60 in H2O 0.60 in H2O Pressure losses 0.35 in H2O 0.35 in H2O Available static pressure 0.25 in H2O 0.25 in H2O Supply/return available pressure 0.198/0.052 in H2O 0.198/0.052 in H2O Lowest friction rate 0.060 in/100ft 0.060 in/100ft Actual air flow 800 crm 800 cfm Total effective length(TEL) 416 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (crm) FIR (in) (in) Mati Ln(ft) Ln(ft) Trunk Bedroom 2 c 2723 157 318 0.073 10.0 Ox 0 ShMt 13.3 260.0 st7 Bedroom 3 c 2179 251 254 0.060 10.0 Ox 0 ShMt 40.0 290.0 st7 Launay/Hall h 1709 147 128 0.074 8.0 Ox 0 ShMt 14.5 255.0 s17 Mud/Hall h 2001 172 54 0.080 7.5 8x 6 ShMt 23.0 225.0 st7 Shared Be% h 838 72 47 0.060 6.0 Ox 0 ShMt 29.0 300.0 st7 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk st7 Peak AVF 800 800 0.060 655 14.0 8 x 22 ShtMetl st2 st2 Peak AVF 800 800 0.060 655 14.0 8 x 22 ShtMetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (elm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb1 12x 31 800 800 86.0 0.060 573 16.0 Ox 0 ShMt Bond bft values bar•been mmuey overridden wrightsof - 2025-Fea2508:20:26 f'+- ,.«...�._.,<�..., RightSulte®Urrvereal 2023 28.0.01 RSU3000B �3 /1�+�...hty-300 HID Crest Ddve,Orient,NY 11957.r p Calc=MJB Front Door faces:S Manual S Compliance Report Job: MF651 Date: Feb 24,2025 ,Entr�;l Tr1mg System 1 By: Michael Fauci i Energy Testing Services 1648 Locust Ave,Unit E,Bohemia,NY 11716 Phone:631-244-2527 Email:mfaud@energytestinpeMoes.cwn web:wuwr.energyWdngservices.com License:8619824 Project • • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:6464130-1958 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 17944 Btuh Entering coil DB: 75.1°F Outdoor design WB: 72.0°F Latent gain: 4214 Btuh Entering coil WB: 62.8°F Indoor design DB: 75.0°F Total gain: 22159 Btuh Indoor RH: 50% Estimated airflow: 1187 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer. Rheem Model: RA1636BJ1NA+RCF3621STAMCA+R95TA0851521MSA Actual airflow: 1187 cfm Sensible capacity: 24920 Btuh 139%of load Latent capacity: 10680 Btuh 253%of load Total capacity: 35600 Btuh 161%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 23676 Btuh Entering coil DB: 69.57 Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Rheem Model: R95TC0851521MSA Actual airflow: 1187 cfm Output capacity: 82000 Btuh 346%of load Temp.rise: 50 OF Meets all requirements of ACCA Manual S. wrightsoft- 2025-Feb-25082028 RightSuite8l Universal 2029 29.0.01 RSU30008 Page 1 3110 HIT Crest Drive,Orient,NY 11857.rup Caic=MJ3 Front Door facex S Manual S Compliance Report Job: MF651 Date: Feb 24,2025 [nerd is-.tim System Z By: Michael Fauci Energy Testing Services 1W Locust Ave,Unit E,Bohemia,NY 11716 Phone:631 244-2W Email: QerwgytestingsaMcas.com Web:www.amrMrtednpoMcoo.com License:8618624, Project • • For. Tara Geraghty 300 Hill Crest Drive,Orient,NY 11957 Phone:646-430-1958 Cooling Equipment Design Conditions Outdoor design DB: 82.2°F Sensible gain: 6860 Btuh Entering coil DB: 75.1°F Outdoor design WB: 72.0°F Latent gain: 1104 Btuh Entering coil WB: 62.7°F Indoor design DB: 75.0°F Total gain: 7964 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer. Rheem Model: RA1624AJ1 NA+RCF2417STAMCA+R95TC0401317MSA Actual airflow: 800 clrn Sensible capacity: 16800 Btuh 2450/o of load Latent capacity: 7200 Btuh 6520/o of load Total capacity: 24000 Btuh 301%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 18.5°F Heat loss: 9295 Btuh Entering coil DB: 6901F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas furnace Manufacturer. Rheem Model: R95TC0401317MSA Actual airflow: 800 crm Output capacity: 41000 Btuh 441%of load Temp.rise: 50 °F Meets all requirements of ACCA Manual S. t * wrightsoft- 2025-Fet►250820:M a.®,.�,., Right-Suite®Urdversel202323.0.01 RSU30WO Page X�...W 300 Hill Crest Drive,Orient,NY 11957.rup Caic=M,8 Front Door isces:S Residential Plans ExaminerReview Form RP,ER 1 ,4CCK� for HVAC System Design a (Loads, Equipment, 15 Mar 09 AlCanomt9aancdk alra Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 8619824 or MJ1AE Form*(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes' ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ Dud distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 300 Hill Crest Drive,System 1 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 19 'F Orientation:Eas%west,South NortheaFronthw Door faces c Southeast Southwest t Indoor temperature: 70 "F Total heat loss: 23676 Btuh Number of bedrooms: 2 Conditioned floor area: 1903 ft2 Summer Design Conditions Number of occupants: 4 Outdoor temperature: 82 'F Indoor temperature: 75 'F windows Rost Grains difference: 37 grAb @50%RH Eave overhang depth: 1.0 ft Sensible heat gain: 20578 Btuh Internal shade: blinds Blinds,drapes,etc. Eave Latent heat gain: 4833 Btuh oeplh tMn6cw Total heat gain: 25411 Btuh Number of skylights: 0 HVAC EQUIPMENT • 41 Heating Equipment Data CoolongEquipment Data Blower Data Equipment tvoe: Gas furnace Ec�uipcment type: Split AC Heating cfrn: 1187 mace,He ump,Boller,etc. r Mo nkioner,Heat pump,etc. Cooling cfm: 1 187 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R95TC01351521 MSA RA1636BJ1 NA Fan's rffied external static pressure for design airflow Heating output ca acdy: 2(�00 Btuh Total cooling capacity. 0 Btuh Heat pumps-capacityat Qatar design oo conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM D 6 Design airflow 1187 cfm Longest supply duct 475 ft Dud Materials Used Equipment design ESP: 0.60 in H2O Longest return dud: 84 ft Trunk dud: Sheet metal Total device pressure losses: _0_3 in H2O Total effective length(TEL)' 558 ft Available static pressure(ASP): 0.25 in H2O Friction d t nRate=ASP+(TEL�' 5 in/100ft Branch duct: Sheet metal I declare the load calCUlation,eqUipment, eqUipment selection and dUct design were r-igorOLISly performed based on the building plan listed above, I Understand the clairns rnade on these forms will be SUbject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for COLinty,Town MUnicipality or ALIthorlty having jUrisdiction Use. 'Home qualifies for MJ1AE Form based on Abridged Edition Checklist wrighttsoft- �+—wN + Right-Suite®Universal 202323.0.01 RSU30008 ResidentialPlans _ _ Review Form Form ACCK. for HVAC System Design (Loads, Equipment, Ducts) 16 Mar 09 mca ivirutxra sdfrnta Header Information Contractor: Energy Testing Services REQUIRED ATTACHMENTS ATTACHED Michael Fauci Manual J1 Form(and supporting worksheets): Yes ❑ No ❑ Mechanical license: 5619824 or MJ1AE Form'(and supporting worksheets): Yes ❑ No ❑ OEM performance data(heating,cooling,blower): Yes ❑ No ❑ Building plan#: Manual D Friction Rate Worksheet: Yes ❑ No ❑ . Duct distribution sketch: Yes ❑ No ❑ Home address(Street or Lot#,Block,Subdivision): 300 Hill Crest Drive, System 2 HVAC LOAD CALCULATION (IRC41 Design Conditions Building Construction Information Winter Design Conditions Building Outdoor temperature: 19 `F Orientation: Front Door faces South Indoor temperature: 70 .F NoM,Fast,West,South,Northeast,Northwest,Southeast,Southwest Total heat loss: 9295 Btuh Number of bedrooms: 2 Conditioned floor area: 847 ft' Summer Design Conditions Number of occupants: 0 Outdoor temperature: 82 `F Indoor temperature: 75 °F Windows Roca Grains difference: 37 grAb @50%RH Eave overhang depth: 1.0 ft Sensible heat gain: 7866 Btuh Internal shade: blinds Erne Latent heat gain: 1266 Btuh elrods,crapes etc. ozpth Window Total heat gain: 9133 Btuh Number of skylights: 0 EQUIPMENTHVAC •N (IRC V1401.3) Heating Equipment Data Cooling Equipment Data Blower Data ETETu'I�ment t�rpe: Gas furnace E��uip�ment type: Split AC Heating cfm: 800 .jr He pump,Boller,etc. Ir ndlgoner,Heat pump,etc. Cooling dm: 800 Model: Rheem Model: Rheem Static pressure: 0.60 in H2O R95TC0401317MSA RA1624AJ1 NA Fan's rated wdemal static pressure for design airflow Heating output caacity: 41000 Btuh Total cooling capacity: 0 Btuh Heatpumps-raI atWriterdesignout oar conditions Sensible cooling capacity: 0 Btuh Aux.heating output capacity: 0 Btuh Latent cooling capacity: 0 Btuh HVAC DUCT DISTRIBUTION SYSTEM DESIGN (IRC M1601 .1) Design airflow. 800 cfm Longest supply duct: 330 ft Duct Materials Used Equipment design ESP: 0.60 in H2O Longest return dud: 86 ft Trunk duct: Sheet metal Total device pressure losses: -0.3 in H2O Total effective length(TEL): f(1�4(�1�6 ft Available static pressure(ASP): 0.25 in H2O Friction at:Rate=ASP+(TELTr4Q0 in1100R Branch duct: Sheet metal FriI declare the load calCLIlation,eqUipment, equipment selection and duct design were rigorOLISly performed based on the building plan listed above. I understand the clairns rnade on these forms will be subject to review and verification. Contractor's printed name: Contractor's signature: Date: Reserved for County,Town Municipality or ALIthorlty having jurisdiction use. `Home qualifies for MJ1AE Form based on Abridged Edition Checklist 41-anrtrigh eft@ Right-Suite®Universal202323.0.01 RSU30008 N Level 1 10• i i T' 36.8 l 7' 8• 5' 10xe 20x8 22 Y8 5 7' 8. 8uD Rl— BY8 6• 18• e 22X8 10• zz:e Mrs Job#: MF651 Energy Testing Services Scale: 1 : 160 Performed by Michael Fauci for: Page 1 Tara Geraghty 1648 Locust Ave,Unit E Crest Drive RightSuite®Universal 2023 300 Hill Cr orient N Drive Bohemia,NY 11716 23.0.01 RSU30008 1957 Phone:646-430-1958 Phone:631-244-2627 License:8619824 2025-Fets25 08.21.04 energytestmgservices.com mtauci@energytestingservic.. .,.rest Drive,Orient,W 11957.rup N /1 Leve12 ® M-254 oan 80`cth �80 efm ' �T7 cfm F�--130 chn M85 chn ®-141 On B-31 cf n Bedroom 3 Nader Bedroom Pad1y Nader Bath e0 U. 111dng Boom SINhp Room IBkhen Powder 5 dm—® Nod/Hdl 72 chn--® 6, 7787 can Nader WlC P 800 can a, Rimr Shared Bath &6e fM e• e' FeYa 82 elm IIILLLJJJ , 8• *-130 cf. B-85 can U-141 chn 172 can-® 79 chn 79 can� Bedroom 2 ®-147 chn laundry/Nall 318 chn--® Office �Ta oan Stairs 2 Job#: MF651 Energy Testing Services Scale: 1 : 160 Performed by Michael Fauci for: Page 2 Tara Geraghty 1648 Locust Ave,Unit E 300 Hill Crest Drive RlghtSuite®Universal 2023 Orient. re Drive Bohemia,IVY 11716 23.0.01 RSU30008 Phone:646-430-1958 Phone:631-244-2627 License:8619824 2025-Feb-25 08:21:04 www.energytestingservioes.com mfauci@energytestingservic... ,..rest Drive,Orient,W 11957.rup Home Energy Rating Certificate Rating Date:2025-01-15 Final Report - Registry ID: 793194542 Ekotrope ID: LXEzYP9d Index • Savings 0 Your home's HERS score is a relative 11 D performance score.The lower the number, Orient, NY 11957 6 learn $ 1118 the more energy efficient the home.To 2 Builder: more, Geraghty Your Home's Estimated Energy Use: This home meets or excee s the Use WSW Annual Cost criteria of the followin •� Heating 82.6 $264 2020 New York ECCC �� Cooling 1.0 $58 Hot Water 13.0 $14 Lights/Appliances 21.8 $1,021 �9 O Service Charges $120 Generation(e.g.Solar) 0.0 50 04':'�' �J Total: 118.5 $1,476 • Home Feature Summary: Rating Completed by0��o�'b� its rm,.unp Home Type: Single family detached V-1A ,r, Model: N/A Energy Rater. Michael Fauci 10, �e�s1100 rao Community: N/A RESNET ID:8619824 tm Conditioned Floor Area: 2,786 ft2 Rating Company: Energy Testing Services 120 m Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716 Reference' Primary Heating System: Furnace•Natural Gas•95 AFUE 631-244-2627 Nome Primary Cooling System: Air Conditioner•Electric•13 SEER 90 Rating Provider:Building Efficiency R � Primary Water Heating: Residential Water Heater•Natural Gas•0.95 Energy 9 g ty Resources m Factor PO Box 1769 Brevard,NC 28712 House Tightness: 1434 CFM50(2.09 ACH50) 800-399-9620 'a ,;MOome Ventilation: 89 CFM•31.15 Watts(Default)•Exhaust Only 'a Dud Leakage to Outside: Untested Forced Air30 J ¢y Above Grade Walls: R-1820 Ceiling: Vaulted Roof,R-35 /A�f&" f&td re �Y' --=. Zero 0 Windowrype: U-Value:03,SHGC:03 Foundation Walls: N/A Michael Faucl,Certified Energy Rater °r��msar Framed Floor. R-30 Digitally signed:3/4/25 at 1:58 PM • • •e 1-kotrope • • Ratinglho Energy Disdo5urc for • .f .. .1 .. 300 Hillcrest Dr"orient.NY HERS'Index Score: Radnq Date:Jai)15,�025 . 1 Annual Estimates: Rating Company: Electric(kWh): 6,443.1 Energy-T6Whg5er`vic6' Natural Gas(Therms): 964.8 Rating Provider. Building Efficiency Resources CO2(Tons): 8A Rating:Provider Address; Approx.Energy Cost: $1,476 PO Box 1769 Brevard;NC 28712 Home Feature Summary. MOer ,ry 'Singlefariillydetached,4 ..bedrooms 2,786ft2 E,dsdnQ s.o• Heating:95 Homes ,y� Cooll lw" Hot tL5Enct Reference S00 Home w Air Lea r so 1434 C ) I ro Ventilati `0�'ii� 89 CFM t) s° W.Home Exhaust Only so so Duct LTO.Untested Forced Alr '0 Above Grade Walls:R-18 Zero rnergp: 10 Nome, o Ceiling:Vaulted Roof,R-35 Window:U:0.3•SHGC.0.3 Foundation Walls:N/A ..- i I I _ y j i 3,00� :Hillcrest: Dr Orient,NY 11957 Builder:Tara Geraghty THIS HOME IS CERTIFIED TO MEET THE NEWYORK2020 ENERGY CODE Building Features Ceiling Vaulted Roof,R-35 Duct Supply R-8.0,Return R-8.0 Above Grade Walls R-18 Duct Leakage to outside Untested Forced Air Foundation Walls N/A Total Duct Leakage 156 CFM @ 25Pa(Post-Construction) Framed Floor R-30 Heating Furnace•Natural Gas•95 AFUE Slab N/A Cooling Air Conditioner•Electric•13 SEER Infiltration 1434 CFM50(2.09 ACH50) Water Heating Residential Water Heater•Natural Gas•0.95 Energy Window U-Value:0.3,SHGC:0,3 Factor Asa 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Fauci Signature: FauCi Organization: Energy Testing Services Digitally signed: 3/4/25 at 1:58 PM Ekotrope RATER-Version 4.0.2.3583 NewYork ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,Including appropriate amendments Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users Ekotrope disclaims all liability for the information shown on this report. Energy Testing Services 2025 Combustion Safety Testing Form Certified Home Address: 300 Hill Crest Drive City: Orient Builder Name: Tara Geraghty Builder Tracking# Combustion Appliance Zone(CAZ)# of Location of this CAZ: Basement (Use additional forms if store than one CAZ or if/vane has i ndtiple heating systems or water heaters) Date of Test: 01-15-2025 Outdoors Temp During Test: 32 of CAZ Denressttrizatinn (NOTE.:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in rotes) NOTES: . Heating System Primary: Yes Q No Q Tvae: Furnace,/l Boiler❑Heat Pump Q Other❑ E rcienc r Fuel e 2 Vendne Trne'v Draft S 'llti a llla a co C� Circle ) (Pascal) (91orst Case) (Natural (Worst Case) (Natural) Ratin :95.0 N✓❑P❑O❑E❑ N❑%0N S_0 NSA P. Pass_Fail[] PassQFail❑ N/A PPM NIA PPM Yes ❑✓_ Tvne: StandardTank[]lndirect Tankless_El Size: 00 Style Common Vent El Water Heater Prlmar : No Instantaneous ✓ Commercial 5'eeA'otehwx ivj (Gailons Il ❑ ( ) 4 Stand Alone ❑✓ E rcieivc s` Ferel:7lne' I"entink Top DraftS In llnee Snil►nee(Nat tral CO CO (Circle Ty e) (Pascal) _ (Worse Case) avorse Case)I (Natural) EF: 0.95 N❑✓ P❑O❑Ff] N❑M❑SD✓ N/A Pa. Pass ✓❑Fail❑ PassaFailE] I N/A PPM I N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes 0 No❑ Oven CO I PPM Ambient CO(During Oven CO Testing) c PPM t HeatingSlCvlettr Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal Fuel!Type: N =Natural Gas P=Propane O=Oil E=Electric Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis 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,regtialless of Venting Type,if the exhaust vent is accessible. '•Water Heater S(0e: Commonly.Vented with Heatin 'S stern or Stand Alone(independently Vented or Oi hand) 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: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 03-04-2025 r i I r S4; ' Ene Code Inspection .± h kli t M"11i:fty 01on(llant1011 iflllo o\►Ale'61hi)uln9 I)A►uma 110(jititooI ij IJ'ffijtm'tj'(j14111ii;) AN I tilt.ClnM Oftve 611 itJlt,lltllll ).024101 it, E �� C U , Uiicnt,NV 119111 JofIV 0111hio (WiiiR Il(a!rl/i, 10 i rlat�=r Ii);�G14�i% \w tither;liC\=c�►hcyti,N1" l►tdltinr fZ+lRistr/-Ily; Nrw llomii 10&01 iA ttt)„11 Mudem Alto Homo Llulldtm,LLC S E P. 1i 0 2024 20.•f,_030 300Ililt crr.+sl Or,P.cUtg into:9/1600"L1 Building i�epartment Eiwilding lnfurinatian 'Town of Southold Conditioned Afea Olt(t) 56011 Conditioned Volume(cubic it) 62500 I insulated Sholl Area(sit it)' 1200- I The building assemblic)s anti the onerBY features listed below have becin modeled to dsmortstrate compliarW,e'rflth the iMC' utilizing the Slmulated'Performance Path. At.times the energy features.listed belo+i will chan?e in the field ffran o4w tvs: xt-n input in the amitysts. DAmaro Engincertng's field inspection process will Identify any,changes to ensure that OiO fwrras whir.:tls n►eet.the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the li=e meat;the lntcnt of tie IECC'. Ceilings ( l I. Sealed Attic:R.39 SPF SA.(3140 s.(A R•0.0 continuous insulation.R-39.0 cavity insulation. Name:main Insulation Grade: 1 II III Face Onset Comments/Location Above-Grade Walls [ J 1. Wail:R-20 Batt+Rigid(3355.s.f.),Between conditioned space and ambient R-5.0 continuous insulation,11-15;6 cavity insulation. Name:,main, Insulation Grade: 1 II III Face/Inset Comments/Location l l 2. Wait:R-18.SPF+Rig1d(230 s.f.),Between seated attic and ambient R'-5.0 continuous insulation,R-13:0 cavity.insulation. Name:attic'gables insulation Grade: I' II III Face/Inset Comments/Location Windows and Skylights i' Window-to-Wall Area Ratio:0.19 I � 1; Window:U:0:30;SHGC:0:30(42 s.f.,South), U-Vatue:0.300,-SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-1 Orientation:South Comments/Location I REWRate-Residential Energy Analysis and Rating Software v16.M -This information does not constitute any warranty of energy costs or savings. m 1985•1026 NORESCO,Boulder,Colorado. i I Energy Code Inspection Checklist Property Organization HERS Argie Varkoutas DAmnra Engineering Projected Rating 300 Hill Crest Drive 631-878.7808 2021.05.16 Orient,NY 11957 Jerry D'Amaro Rating No:2021 030 RaterID:2614397 Weather:Riverhead,NY Builder Registry ID: New Home 1000.013.2.8.31 Modern Age Home Builders,LLC 2021 030 300 Hilt Crest Dr.P.CC.blg Date:,5/16/2021 Windows and Skylights ] 2. Window:U:0.30,SHGC:0.30(42 s.f.,South), U-Value:0.300,SHGC:0.300 For windows without labeled tl4actois,describe features: Name:W-2 Orientation:South ' Comments/Location N f� [ ] 3. . Window:11:0.30;SHGC:0.30(9 s.f.,South), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:.W.-3 Orientation:South Comments/Location i 4 [ ] 4. Window:U:0.30,SHGC:0.30(15 s.f.,West), U-Value:0.300,SHGC:0.300 '•, For windows without labeled U-factors,describe features: Name:W-4 Orientation:West ' F Comments/Location i [ ] 51. Window:U:0.30,SHGC:0.30(9 s.f.,,South),. U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-5 Orientation:South Comments/Location [ ]' 6- Window:U:0.30,SHGCi0.30(15.s.f.,East), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-6 Orientation:East Comments/Location [ ] 7. Window:U:0.30,SHGC:0.30(15 s.f.,East), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe-features: Name:W-7 Orientation:East Comments/Location ) i{{ REM/Rate-Residential.Energy Analysis and Rating Software V16.0:4 This information does not constitute any warranty of energy costs or savings. �. m 1985-2020'NORESCO,Boulder,Colorado. Page i -2 of 8 l '« Energy Code inspection Checklist Property Organization HERS Argie Varkoutas DAmaro Engineering' Projected Rating 300 Hitt Crest Drive 631-878-7808 2011.05-16 Orient,NY 11957 Jerry D'Amaro Rating No:2021_030 RaterID:2614397 Weather:Riverhead,NY Builder Registry ID: New Home 1000.013.2.8.31 Modem Age Home Builders,LLC 2021_030 300 Hit(Crest Dr.P.CC.blg Date:5/16/2021 Windows and Skylights ( ] B. Window:U:0.30,SHGC:0.30(9 s.f.,East), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-8 Orientation:East Comments/Location [ ] 9. Window:U:0.30;SHGC:0.30(42 s.f.,North), 1.1 Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-9 Orientation:North Comments/Location [ ] 10. Window: U:0.30,SHGC:0.30(30 s.f.,North), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-10 Orientation:North Comments/Location [ } 11. Window:U:0.30,SHGC:0 30(72 s.f.,North);,U-Value::0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:D-11 Orientation:North Comments/Location [ ] 12. Window:U:0.30,SHGC:0.30(96 s.f.,North), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:D-12 Orientation:North Comments/Location [ ] 13. Window:U:0.30,SHGC:0.30(36 s.f.,North), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-13 Orientation:North i 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 3 of 8 f Energy Code Inspection Checklist Property Organization HERS Argie Varkoutas DAmaro Engineering Projected Rating 300 Hill Crest Drive 631-878-7808 2021.05-16 Orient,NY 11957 Jerry D'Amaro Rating No:2021_030 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID. New Home 1000.013-2-8.31 Modem Age Home Builders,LLC 2021 030 300 Hill Crest Dr.P.CC.blg Date:5/16/2021 Windows and Skylights [ ] 14. Window:U:0.30,SHGC:0.30(42 s.f.,North) U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-14 Orientation:North Comments/Location [ ] 15. Window:U:0.30,SHGC:0.30(15 s.f.,West), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,.describe features:. Name:W-15 Orientation:West Comments/Location ( ] 16. Window:U:0.30,SHGC:0.30(15 s.f.,West), U•Value:0.300,SHGC:0.300 For windows without labeled L14actors,describe features: Name:W-16 Orientation:West Comments/Location [ } 17. Window:U:0.30,SHGC:0.30(15 s.f.,West), U7Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe.features: . Name:W-17 Orientation:West Comments/Location ( ] 18. Window:U:0.30,SHGC:0.30(15 s.f.,West), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors;describe features: Name:W-18 Orientation:West Comments/Location [ ] 19. Window:U:0.30,SHGC:0.30(9's.f.,South),. U-Value:0.300;SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-19 Orientation:South 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. a 1985-2020 NORESCO;Boulder,Colorado. Page 4 of-8 "" Energy Code Inspection Checklist : Property Organization HERS Argie Varkoutas DAmaro Engineering Projected Rating 300 Hill Crest Drive 631.878.7808 2021.05-16 Orient,NY 11957 Jerry D'Amaro Rating No:2021_030 Rater(D:2614397 Weather:Riverhead,NY Builder Registry ID: New Home 1000-013-2-8.31 Modern Age Home Builders,LLC 2021_030 300 Hill Crest Dr.P.CC.blg Date:5/16/2021 Windows-and Skylights E J 20. Window:11:0.30,SHGC:0.30(32 s.f.,South),-U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-20 Orientation:South Comments/Location ( ] 21. Window:U:0.30,SHGC:0.30(32 s.f.,North), U-Value:0.300,SHGC:0.300 For windows without labeled U.factors,describe features: Name:W-21 Orientation:North Comments/Location [ J 22. Window:U:0.30,SHGC:0.30(6 s.f.,East), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-22 Orientation:East - Comments/Location j ] 23. Window:U:0.30,-SHGC:0.30(6 s.f.,East), U-Value:0.300,SHGC:6.300 For windows without labeled U-factors,describe features: Name:W-23 Orientation.East Comments/Location [ ]. 24. Window:U:0.30,SHGC:0.30(6 s.f., North), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-24 Orientation:North Comments/Location [ ] 25. Window:U:0.30,SHGC:0.30(6 s.f.,West), U-Value:0.300;SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-25 Orientation:West Comments/Location REM/Rate-Residential Energy Analysis and Rating Software v16,0.4 This Information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO,Boulder,Colorado. Page 5 of 8 I • Energy Code Inspection Checklist { Property Organization HERS Argie Varkoutas DAmaro Engineering Projected Rating 300 Hill Crest Drive 631-878-7808 2021-05-16 Orient,NY 11957 Jerry D'Amaro Rating No:2021_030 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000.013-2-8.31 Modem Age Home Builders,LLC 2021 030 300 Hill Crest Dr.P.CC.blg Date:5/16/2021 Windows and Skylights [ j 26. Window:11:0.30,SHGC:0.30(6 s.f.,West), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-26 Orientation:West Comments/Location ] 27. Window:U:0.30,SHGC:0.30(6 s.f.,West), U-Value:0.300,SHGC:0.300 For windows without labeled U-factors,describe features: Name:W-27 Orientation:West Comments/Location s t Doors 4 ( ] 1". Door:PCH.Front Door(48 s.f.),R-Value 4.3 Comments/Location Door:PCH BSMT(20 s.f.),R•Value 4.5 i Comments/Location [ ] 3. Door:Fiberglass U-0.17 JD(48 s.f.),R-Value 5.9 Comments/Location Frame Floors i N/A i a k Slab.Floors ( ] 1. Slab:R-OParamount(2804 s.f.), R-0.0 perimeter insulation,R-0.0 under slab insulation. Name:main Insulation Grade. I It 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. o 1985-2020 NORESCO,Boulder,Colorado. Page 6 of 8 ,a Energy Code Inspection Checklist Property Organization HERS Argie Varkoutas DAmaro Engineering Projected Rating 300 Hill Crest Drive 631.878.7808 2021.05-16 Orient,NY 11957 Jerry DAmaro Rating No:2021 030 RaterID:2614397 Weather:Riverhead, NY Builder Registry ID: New Home 1000.013.2-8.31 Modem Age Home Builders,LLC 2021_030'360 Hilt Crest Dr,P.CC.blg Date:5/16/2021 Foundation Walls [ ] I. Walt:R-13 SPF(2570 s.f.),Between conditioned space and ambient/ground R-13.0 interior continuous insulation,R-0.0 interior cavity insulation,R-0.0 exterior insulation. Name:main Insulation Grade: I II III Face/Inset Comments/Location Rim and Band Joists [ ] 1. Joist:FF to outside(321 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 Mechanical Equipment ] 1. Heating:Fuel-fired air distribution,Natural gas,96.1 AFUE. Make and Modet Number [ ] 2. Water Heating:Conventional,Natural gas,0.72 EF,50.0 Gal. Make and Model Number [ ] 3. Cooling:Air conditioner,Electric,15.1 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type: Balanced,85.0%Sensible Efficiency,49.0%Total Efficiency,110 cfm,24.0 hrs/day,85.0 watts, No ECM Fan Motor. System description(make) Air Leakage Control ( [ ] Blower Door Test at Final i [ ] House is air-seated so as to achieve 3.00 ACH50 or less at final blower door test. (Max C.FM50 is:3125) [ ]. Visual inspection at rough for mandatory code air barrier and insulation features. REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any-warranty of energy costs or savings. ®1985-2620.NORESCO,Boulder,Colorado. Page 7 of 8 Energy Code- Inspection Checklist Property Organization HERS Argie Varkoutas DAmaro Engineering Projected Rating 300 Hill Crest Drive '631-878.7808 2021-05-16 Orient,NY 11957 Jerry DAmaro Rating No:2021 030 RaterID:2614397 Weather:Riverhead,NY Builder Registry ID: New Home 1000.013.2-8.31 Modern Age Home Builders,LLC 2021030 300`Hilt Crest Dr.P.CC.blg Date:5/16/Z021 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 LFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 40.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 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 2015-20181ECC: Postconstruction Leakage Test:Total.Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/100 sq ft CFA. 2015-2018 IECC Performance Path(Cost Compliance): Requires ducts be tested and reported,but has no compliance thresholds: Notes REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 01985-2020 NORESCO,Boulder,Colorado. -Page 8 of 8 REWRate - Residential Energy Analysis and Rating Software v16.0.4 New York Compliance Certificate Project Title: New Home 1000-013-2-8.31 Projected Rating: Based on Plans.- Field Confirmation Required. Report Date 2021-05-16 Data Filename 2021 030 300 Hill Crest Dr.P.CC.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit a Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Natural Gas Glazing Area Percentage 19% Heating Degree Days 5294 HERSIndex 57 Construction Site Owner/Agent Designer/Contractor HERS Rater 300 Hill Crest Drive Argie Varkoutas Modem Age Home Builders,LLC DAmaro Engineering Orient,NY 11957 300 Hill Crest Drive 3080 Route 112,Suite C Jerry DAmaro Orient,NY 11957 Medford,NY 11763 Certification#2614391 631-767-4807 631-878-7808 Building Information Conditioned Area(sq ft) 5608 Conditioned Volume(cubic ft) 62500 Insulated Shell Area(sq ft) 12190 The items below will be inspected for energy code certification.Any deviation from these specifications should be brought to the attention of the HERS Rater,as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 3923 Maximum UA 652 Your Home Energy Cost($/yr) 3705 Your Home UA 6.13 Better Than Code(Pert) 3.1% Better Than Code(UA) 6.0% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-39 SPF SA 2804 39.0 0.0 97 Above-Grade Walls AG Wall 1: R-20 Batt+Rigid 3355 15.0 5.0 188 AG Wall 2: R-18 SPF+Rigid 230 13.0 5.0 13 Joist 1: Cond ambient 321 13.0 5.0 0 REM/Rate-Residential Energy Analysis and Rating Software v16.0.4 This information does not constitute any warranty of energy costs or savings. 0-1985-2020 NORESCO,Boulder,Colorado. REWRate - Residential Energy Analysis and Rating Software v16.O.4 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Window 1: U:0.30,SHGC:0.30 607 0.30D 182 Door 1: PCH Front Door 48 0.230 0 Door 3: Fiberglass U-0.17 JD 48 0.170 0 Basement Walls Wall 1: R-13 SPF 2514 0.0 13.0 125 Window 2: U:0.30,SHGC:0.30 36 0.300 11 Door 20 0.220 0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution,64.0 kBtuh,96.1 AFUE. Water Heating:Conventional,Gas,0.72 EF. Cooling:Air conditioner, 34.8 kBtuh,15.1 SEER. Required signatures vary depending upon state and or local codes,requirements and regulations.Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name•Title Signature —- Date T Rater 1,Jerry D'Amaro of DAmaro Engineering,certify that the home listed above,as modeled meets or exceeds all requirements of the 2015 IECC.as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. I�76 Name-Title / Y 9Signat Date REhVRate-Residential Energy Analysis and Rating Software v16,0.4 This information does not constitute any warranty of energy costs or savings. m 1985.2020 NORESCO,Boulder,Colorado. Page 2 of 2 - 1 e r e ® • o m � e•. ��. • e VW e X. M. . . 49 CA FOUNDATION(2o .,...`I1� • • qI •w • WhIl d ,: � '. 0 .. - - . . ;: ., 4 �. >. - � � :.; ,r Ai � TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P.0.Box 1179 Southold,NY 11971-0959 %* �T) Telephone(631)765-1802 Fax(631)765-9502 https:/hvww.southoldto%vnny.gov Date Received APPLICATION FOR BUILDING PERMITt'�(� 1E, �Z D �/J �� �r� For Office Use Only I n V ' I PERMIT NO. Building inspector. - MAY 2 5 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 � :�'�I�r � • Owner's Authorization form(Page Z)shall be completed. T W Date:05/18/2021 OWNERS)OF PROPERTY: Name:Tara Geraghty & Daniel Busch SCTM#1000-013.00-02.00-008.031 Project Address:300 Hillcrest Ave, Orient, NY 11957 Phone#:646-430-1958 1 Email,Taralgeraghty@gmail.com Mailing Address:705 GUS Dr. East Marlon, NY 11939 CONTACT PERSON: Name:Tara Geraghty Mailing Address:705 GUS Dr. East Marion, NY 11939 Phone M 646-430-1958 Email:Taralgeraghty@gmail.com DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: Phone#: Email: CONTRACTOR INFORMATION: Name:peter Surkowski/ P,-)or o w \Aamezn itac Mailing Address:3080 Route 112, Suite C, Medford, NY 11763 Phone a:(631) 569 4513 Email:Catherine@ modernagehomebuilding.com DESCRIPTION OF PROPOSED CONSTRICTION 17New Structure CAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other Ido u $$750,000 Will the lot be re-graded? 19Yes[]No Will excess fill be removed from premises? ❑Yes BNo 1 PROPERTY INFORMATION Existing use of property:Residential Intended use of property:Residential Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R80 this property? DYes BNo IF YES,PROVIDE A COPY. B Check Box-After Reading: Theawner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter'236 of the Town Code.APPUCATION IS HEREBY MADE to the Building Department for the Issuance of o Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other appilcable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable taws,ordinances,building code, housing code and regulations and to admit authadred Inspectors on premises and in bullding(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section ZI0.45 of the New York State Penal taw. Application Submitted By(prin ameJ:Tar hty ❑Authorized Agent BOwner Signature of Applicant: Date: 21 STATE OF NEW YORK) 5S: COUNTY OF Suffolk ) Tara Geraghty being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Owner (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth In the application file therewith. Sworn before me this 0 day of .2012--L Notary Public OLIVIA CUOMO PROPERTY OWNER AUTHORIZATION NOTARY PUBLIC,STATE OF NEW YORK No.0ICU630422a (Where the applicant is not the owner) QUALIFIED IN RICHMOND COUNTY Commission Expires:May 27.20Aa I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 s g&l, DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD .f gfi : . SEP 2 2 20 till $ Town Hal nex-54375 Main Road -PO Box 1179 r Southold, New York 1197'i-0959 s 4 �� AWN OF SOUTHDLD 5'11005Telephone{631) 765-1802 -FAX(631) 765-9502 saurholclt©uvr�n . ov seand you holdfio rrri . cv APPLICATION FOR EL TRtCAL INSPECTIaN rLECT ICIAN INFORMATION (Aii Information Required) Date: ;Of ps y Name: Name: � c� � Li se No.: �7 Z3srvi � email: j� _ .s 1�►elec�i�oneNo: 3!- 3 �-�'� request an email copy of Certificateompliance ddress.: 14 op A ) J08 SI INFORMATION (�ul Informdon Req 'red) Name: l� �l ciu S L° Address: o Cr Street: e hone 1Vo.: email: Bld .Pemnit#: UL6to Tax District: 1000 Section: / 3 Block: 2- BRIEF ESCRIPTION OF WORK(Please Print Clearly) GLlati� { Check 1 That APPIY: IYE ,Rough In Final Is:job dy fox inspection?: S NO ❑Do you sed a Temp Certificate?: S []NO Issued On Temp 1 or"Von• (All informWon required) Service Size Ph 03 Ph Size: 3®� A #Meters Old M®ter# �N gem ❑Service Reconnect ®Underground[]overhead it' round'Laterals ( 'I H Frame Oftle Work done on Service? N Additio al Information: APE CATI N -3b' PAYMEN'f DUE WITH LI -- O-- E iol Wo"I ion Form 2tfZ0.xkX i g�ff0(� c BUILDING DEPARTMENT-Electrical Inspector H = TOWN OF SOUTHOLD oy • �� Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone (631) 765-1802-FAX(631)765-9502 Temporary Certificate # • Date 2021 Customer Name 12� 14-Vy Electrician Name LPA IC Address 0D Phone e-mail e-mail LW t k ) Q P 9 Phone License# j, 3 /VI Size_qjZV A Phase Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#1 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 f 0 days from the date above. Authorized by !, DEPARTMENT-Electrical Inspector TOWN.OF SOUTHOLD �x � Sip 2 Tom Hal nex 54375 Main Road -PO Box 1179. �r� wfi� ING DEPT. Southold, New York 119Q71-095,9 � fouTHO�D 7 65 9502N 2 {631)Telepone (631) 65 . FA Y r o err so�liholcltoWrin Lao send �olathr�icii4wnl� ov Y APPLICATION FOR ELECTRI AL`INSPECTION '. INFORMATION (wl Information Required) Date: ELECT ICIAN INFOR Comps y Name: U/ Name: Li �, one'N se No.: 7 Z �i email: f� 1� �7rc�r-i� o: ?!- 3 G�i'� request an email copy of Certirl of ompliance ddress.: o A n ' 0 v / J08 SI E INFORMATION (Ail Infornr4on Req 'red) Name: Address: D r ` Cr s Street: hone No.: email: Bid .Permit#: - Lot: 3 Tax District: 1000 Section: / 3 Block: BRIEF DESCRIPTION OF WORK(Please Print Clearly) Check 1 That Apply: []Final nRou in Is.job y for inspection?: Y S NO 9h Do you ed a Temp Certificate?: YES []NO Issued On Tern,Tern,p I dwiff1muol I: (All information required ® A #Meters Old Meter# Service ize 5b Ph Ph Size: ON gem ❑Service Reconnect ®Underground Overhead #;Unde round Laterals frame[Vole Work done on Service? Ix ON Additio al Information:. PAYMENT DUE WITH APPLIC_ AT1 N Coo- G m lo'� Elwal Inspection Form 2020 xU i PERMIT # U ddr s- ' Switchesy ` Outlets GFI's 1 `y►J�I Surface' Sconces (I11 H H's UC Lts Fans Fridge HW Exhaust I L4 Oven AJ-- WHO,` Smokes DW Mini .Carbon: Micro Generator Combo'M Cooktop Transfer AC I 2 AH 1� Hood Service Amps Have Used Special: < ` too Comments �V C./ Dwyer, Nancy From: Dwyer, Nancy Sent: Thursday,June 10, 2021 3:30 PM To: 'taralgeraghty@gmail.com' Subject: 300 Hillcrest Hi Tara, Your building permit application for the proposed new house is currently being reviewed. There are a few items which are needed in order for us to complete the application process: -Please provide the building department with a full size,to scale, property survey -A REScheck completed by your design professional indicating energy compliance for insulation R-values indicated -All structures require their own building permit application. Please complete and hand in a separate application for the proposed detached garage. Another application as well as drawings will eventually be needed for the in ground pool. If you have any questions, please feel free to call the building department. Thank you, ✓'t��zney Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 Attn: Nancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold, NY 11971 July 2, 2021 Dear Nancy, Included you will find the outstanding documents for our building permit for 300 Hillcrest Ave, Orient NY, 11957. Included you will find the updated basement plan with Egress windows as well as a full size survey. If there are any other questions, please don't hesitate to reach out. Best, Tara Geraghty '705 Gibs Dr. East Marion, NY'11939 646-430-1958 TaraLGeraghty@gmail.com ° n Vma Of T W' SURVEY OF PROPERTY Q 40 3Q Feet LOT 29-SUBDIVISION MAP OF - HILL CREST ESTATES,SEC. t „°,, SCALE: ITN— 40FTfT FILED:AUGUST 15,1983-MAP NO.7218 l.]AV LAND N/F 500 SOUNDVIEW DRIVE LLC SITUATE A VINEYARD• NO KNO'NVWE_LS OR CESSFOOL WITHW 150'OF SUBJECT PRDPERTY D ORIENT Z9 w z TOWN OF 50UTHOLD °"" °� N78°34'ao"E Nib FENCE LEN.Q6N 150.00 > 3 "Y.E - = SUFFOLK COUNTY.N.Y. '_ "��a.°u�R"tea_„ �' LEGEND / - W W .SS.ss ExIST.*+L ELtvAnoN TAX MAP NO.:10000 t 3.0002.0000t3.031 PROPOSED SANITARY SYSTEM PROFILE O/ -55.5S PRCPoSEO ELEVATION LOT AREA:41,250.00 S.F.(0.947ACRES) DATE SURVEYED:OCT.14.2020 ADDED PROP.GAS/ELEC.SERV.:DEC.27.2020 TEST HOLE ar�TosEA�, °� a N / � N c -ELEVATIONS REFER TO NAVD88 DATE:Dcr.,,zozo // GN � 5 -ZONING:Reo(SETBACKS SHOWN AS PER BUYER) cRAOE ELEVAT'.CN less DARKBROWNLOAM -NO WETLANDS OR SURFACE WATERS WITHIN 300' i SLOT 29 o Z -NO SANITARY SYSTEMS WITHIN 150'OF PROPOSED WELL LOT 28 ! r- - ---J--- ___;_. 3 D 5 ! (N 3 < CERTIFIEDTO: // ( TARA GERAGH7e - DANIELBUSCH 10 c,,, L1 PROF'CSED / CTZENS BANK N.A. BROWNSLLYS°ND / a ? W1 I EMINENT ABSTRACT.INC. C p FIDELITY NATIONAL TITLE INSURANCE COMPANf IS' / !Y I I ///' •`�Y!� i MON.FND. —L wATER w N i I Pimf'OL BR0IVN EILTY.^aANO I / �EQJ!p.— SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 0 �` ( 20vjE\^\' PERMIT FOR APPROVAL OF CONSTRUCTION FoR A z5 5r wATEn w 6. yO ',¢T• 35. 150 SROWH FlNE SAFE SINGLE FAMILY RESIDENCE ONLY a 8, I r - 0 tT PAi10 IN OUND a WATER ENCOUNTEREDIB'BM0%VS1JRFACE Ir D 6I P O o (ELEVATH)NG.85) -RAGECq HIGHESTEXPELTED GAWND WATER ELEV.6.S .J DATE 1/2e2021H &F.No. R-20-1e66 PROPOSED LOT COVERAGE APPROVED �wYt RESIDENCE&moNr PORcw 3164 SQ.FT.OR 7.7% Z (¢j FOR MAXIMUM OF 4 BEDROOMS GARAGE.:540 SQ.FT.OR 1.3% J j �, J W O G ij POOL 600 SQ.FT.OR I ZIA w IS.Ox7a5 WODDDECIt �' 2 M 3 EXPIRES THREE YEARS FROM DATE OF APPROVAL TOTAL'4304 SO.FT.OR 1 O.5°.6 ? 20.0' 3,j ' 3 r W L - 8 �'° F o O PROPOSED SANITARY SYSTEM Z 8 PRb—m u m W Q'2 Water lines must be inspected by the 1250 GALLON SEPTIC TANK(S.T.) °z swcLEFa Y Ru R°"Es�NCE og D [� SOHOII(COYnty Dept.Of Health Services. Of FUTURE INSPECTION REQUIRED (21B'DIAM X IT DEEP LEACHING POOLS(L.PJ Q /FFL=zaoO 93 li to FOR SANITARY SYSTEM FUTURE EXPANSION(F.EJ Fnn mu Z ¢ U Call(631)852-5754,48 hours in O�ox,O_o o_EN PoRCN_ Z =7 By HEALTH DEPARTMENT C l0 advance,to schedule inspection(s). DRAINAGE CALCULATION: f i i z IL IL RESIDENCE:3164 S.F.X0.17 FT.X 1.0 c 538 C.F.REQUIRED 2 � i, a 35 K <W SCDHS USE ONLY PROVIDE:(2)8'OLAA(.X 6' EQUIV.DRYWELL OR EQU . D L ' I CLEAN ___- < -IW- GARAGE'540 S.F.X0.17 FT.X I.O-92 CF.REQUIRED 3 a fI �l j -J .L v PROVIDE:N I B'DIAM.X 5'DEEP DRYWELL OR EQUIV. Tom. Ts'fJ N fiH OO�3r. \� �O 8 p o of r =i1 Cq IVY i O o ---------- 1- ISO= `3 u¢nwwa•nrnEsir•x-°�m.ttr�v- 'ur,Nasn�e+'wtsso�er.�_cn�rts r.o�esn.r virr"n � //� � y __— i 1 I- NONFNO. t > •.__ »c 5`s R -zu__}SO:AO-- F'Fi)e:�E . S 8°34' O" 9 • I } CONCRETE,RB r ILI AJCLAND SURVEYING PLLC 080�°� 3mo o HILL ,CRES"f DRIVE ` I LAND SURVEYING&-PLANNING' AND da Fx a APPRO%e OC.ELECT Q�(_E_ 4c lQ3 r^" t - 77 S.COLEMAN ROAD,CENTEM ACH,NYr1 t 720- I - r-� '2 g _ -PHONE:,631..646.99,73- -!_- ai -- ANGE JO HCECERE gi RESIDENCE-WELL WATER C C-- -EMAIL:A.JC:24L6@C)PrONL1NE-NET PROFE56IONAL LAND SURVEYOR VACANT LAND wELt OVER I50'FROM SUBJECT P.QFf 1 „ i - r ., t ....., kxe. G ­ 71, .� ,.,. a ., 77 .,.,e.. w „ •, _ . ., , ,._., . .- " .x m _ ,,.,.,_ w :t•.,.. a _,., _ r_.... ,,, ,+., 3,- ,r m<+ _ ......,M s a'_M..->•,,e w _ �a.......,_......_a..__,_s,_°- ..�....._sr...w,,. ....•{a.!s a. .:a^•-',-. .x6-'�,"«�i' ....«,.< ...177= .: b .., - -' .. .. •r�y x`"_" _ •'g - "ib. .�.'� i1 ���L�",•�'��a`�'�+tr'�;+,t I' .....�. tA. -�.•�j., •' .w s..'1�Jt''t' .^r'_ � j.•'dl � ,,.•i' Ew•Fr' - '�.,: •L,SY'y� .-_.,.vs _ „.�Y' 3:,"'I I,"pR E.i°R"�d"a} ,, ��.y. ,, �Y. tt_a a �•a.'� r »,+.•.w^,e�.i., _ ., - .t 3 .,. t s ..,a u.�,'W. µ"k4 0 40 80 r f +/q{, (./�/�/fit SUBDIVISION ��� ��■/��JJ ',,/�`pR V I S I G N MAP Feet LOT iwy'*•srrt F• ^..rM � V .ate � T � � O R • F O� :A+ HILL CRES r E STATE SEC . �c �a� !v SCALE: I INCC-I �- 4' 0 �=EET FILED:LED: AUGUST 15 1983 — MAP NO . 7218 �' [ � } t� L�R{� � �y 1 ! r-.I ,�.L...i'L.k�.'�a'' I'_I•\I`.SI t' D Gf'"'_A DE: =:. /iS".51 �"'_^ s`t 'a s� LAND D (.,,I f�r'F •_�00 � C)I_1 ILA D V I E—14 ...'"._.~_-•-:`��-� ��c .c r 1''#;•I •..R.•. .�..«�.•.a,,�.�a kl I CY A R f NO K N O W IN VV L L S O R C E SS O01 _ -1 �5 A 0 ONV r w irJJ 1 N T J t t r' rrr''�...,,. INV T.,E 'T;'w T�..Nr; In LE,!',�'ril`.I�� T'J�L TOWN OF SOUTHOLD (11 MIN, � T'•1!r�, { 1 or 2 i N `� 4 t4.0 t� � L:.1 WIRE U 1 i �Eh1. OaC-) N > i ,,4�� E f~R .FE t�!�; ° SUFFOLK a 1 4.r..., ` {?" , .. , .... -._.. . ..__. ."M'w""af ,..._, . Y^-...-. •'$ , _ .. F _.._.w...� ,'e'�.,' r a.,.,. m.. . ....... ..... :. _ n -.� -.., .. .. , .- ♦b COUNTY, N .Y. �r rr ,Itd s � µ+ �- a6 { HiGNES�'aE?r<'��;r.�hliwLd:f?:'�t�"`dC]'�''d.�,''1;:F? IM�l_ �'t:,_.�'.7 _ _- - - •-r LEGEND ' f..L.b..�.•+�.t+A,.A.1+.14,I,sl�,J-6.ryAJd►J6��l�Jr.J.htl•J4Jk. ✓° rA i f - � _,� '..tiROUtYC.71+"�'.ATL+?E I_.=r�,�`; 1' rr - ~,1 � � c � -"P' •1.55•5 EXISTING G ELEVATION` � A. MAP PNO. : 1 OC►O-Cf 1 ,OOt-O 2.�J0�-008.�0 1 {�..•�• � .. ��., ,.. PROPOSED SANITARY SYSTEM PROFILE :� c�� (55.55) PROPOSED EI�IwVATIC�1�1 a LOT AREA• 4 1 , 0.00 S. F. (0• 7 A C R E S � a� -a . ' t` 1_ rr E) r' I w DATE ,� �`-�D PROP. �r V ,v DEC, E 2 2 TEST 1- O LE � ~ r ' � 1� � l �' •+ ADDED E D [- O P• /E L E . �E RV. :. . I....J�..., Imo.7+ 2020 O ,•� '" Cf^�t C7'T"7 Ca ...>r..Jx,l_1;=) !rr?, ' �' � t CvIcDONALD GEOSCIENCE i ! f' co ,, �- ELEVATION'S REFER TO Nf�,''�[�88 DATE: OCT. 1 , 2020 ;.' � ui r � ,ZONING:: R80 (SET A S SHOWN PER BUYER) GRADE ELEVATION 18, E NO WETLANDS OR SURFACE WATERS WITHIN 00' CAE_ D/y,f�Y I3i10'�VN �_.0,�.�I f � -19 _ � � d= NO SANITARY SYSTEMS WITHIN 1 50' OF` PROPOSED WELL. I.�OT 8 a ' q e CERTIFIED (q/,/�y','y� .••�••,t � P 1� iv • y, +rye -•'i7 a. '3ii E R � I F"I D TO , r d x f s.w�1 q TARAEIAC`a�" T'�' .-�•» N I0' t�! PROPOSED t t L U.�C I i S iv1 {-�3' G f tBROWN SILTY SAND fr -� 1 ELL I iCIT17-NS ANi N.A.N � � �. v _ , rr 0 EMINENT ABSTRACT, INC. �• FIDELITY `'«I J`�� I OI L TITLE INSURANCE COMPANY , `' WELL L ' O 9 • �.��WA�I ER Ii�I E~`i70t.. r �?O ...._— CVI BROWN �- E CJ LEI F' !E f !T " O F FOL K C O u I'v T YDEPARTII`i4114TOF11EAl-TH ,.. f 0 \ ! . 1 PERIII�fii—1 WATERFOR. APPROVAI_ OFCOI I T RUCTIOrvl Fac 2 " E� �y� �yi� ! FINE p �l�y ( --- `� -� �' ..._ r�r-�, -fir, .�':.� �•-� ' r - a 3 R ti J V'�r YE F I C_ SANE)�t E) "� ��•++,� �+..r�..i. i +' 1 •� 2 J x 2 X 5.O SINIGLF- FArmLyREsIDEPCE LY /PRO'P. P PROPOSE POSE , RAE AM PROPOSED 2a, � r PATIO I� taE1�U�� 9 STORY ; WATER EC�lICOU1�JIL j FRAME TERE�D i 8' BELOW Sl, Rl ACE ". POOL ELEVATION 0. , GARAGE G.F`L, 23.( � _ cr_ r=1 HIGHEST E�CI-'ECTEDft+ UC�JD GROUNDWATER EL.E 1t,+r.�� DATE� ,.� F 0 -20-1 6 9 6 0 ''0 - %SED LOT COVERAGE�' E �- 1~�+'� e �"�•�..;. .� � n; APPROVED v r' f �..- RESiDENCE FRONT PORCH: 1 - Sty. F�I�. OR r�'.•'7 ,,f% :° '.. �i"�.\A►r.ti'• [—OR � AXI UI' OF 4 BEDROOMS GARAGE: 540 SQ. FT. OR 1 .3 ro I�-11 af:r -- -- Ltj POOL: 600 Sc . FT. OR 1 .5�o E.� -.. � ,,,-�• ,�� PRE THREE YEARS DATE P ROYAL ��` 15,0 X 75,5 WOOD DECK , ° ��?' � x T OTAL.: 423,0 ' S . ET. OR 10. �.� �?O.O � � ::�.�c� - 20,00 �' .�''�. ' �` � E— � LL 0 0 C� � Rm 3 .00 ` f-- .... t 4 t PROPOSED SANITARY SYSTEM �: PRbPOSEDLei Lij r ! 1250 GALLON SEPTIC TANK (S.T•) , 1ST I 'G It`OOf 1 � L.1 SINGLE I-AMILY-F RA14d'IE RESIDENCE � 0 � z � "- g I �. I E CAVATION 1I�SPECTIOP EOUIRED (2) 8'DIAM ' 'DEE`P LEACHING POOLS (L.P.) � �i F.FL. 24...00 �.� � �-W- • I°U�'U RE EXPANSION I"�SI01`� ( F E _ . FOR SANITARY SYSTEM, � .� _ � �D� tir �„ r �1 (G.Flj ,•�,5 7- 7� c,, I t z ,7z, I *� + ,0 t O.O C PEN h! O f C�-! -� w Y EALTIH EPARTiU�ENT ? "" ? Fd�­#Flnco, to cchc re, , DRAINAGE C ► ,_CULATION : } ►�, I y. d �.._,.v..-......,�,r-r.n•.•:,.ei-,.,:--r:....a.:,v.,,...._. qd�,.A.....,nn.c-o,.,.,,..�:�mH*.,.__.._.._.-,. .,»...... ,- .......,,,, ,. -µ � zr,n .. .c-n�k,_•'e-1nu✓aR^ .�Yert".rnn+•amu.,,,.+,+.mb.+emxw^�m.< • • s IY `�i` ,.I�• • � C,,,.,� ON�V 3164 S.F. � 0 � �' FT. � 0 ��8 C'' F REQUIRED � SCDI�S ONLY PROVIDE: ( ) 8, DiAM. x DEED DRYWE �I OR Et t_11 '. a i c) ; - �.L_ CLEAN OUT __-:_li•� _,I'i�,:�,I�A.r, Ii. ,. .r'Ir. r.'.I[.M" I' , r1 GARAGE: 40 S.F. [0 {1 7 FT. x 1 .0 �-- 92 C.F. REQUIRED `,� � r.l i � Ir a -^_ ,I, :k t1 tl '» . I,t.l' I _" !'. r ,. � - ._ • �i ti../• 1 ! 1 . � + {� .I f I'_ ! _ [. i I't I r' r`It „ . •1 . 1 . I_., . ,I.. _ . ,'t'c:.'Y'_i I I'` l'. ,ri'. •! ,. i . I I^ '� . M _ 1 •�„ �— ,1", . -_ '.•'i.'.I; :t'' `,!, .. !.I' i i i ..%_' ,� ri-ir'f ..:,,,. PROVIDE : ( 1 ) S DIAMI . x 5 DEEP DRYWEL•L OR EQUIV. �.�� r'� Ir ' e'�'t�-• ''' `1 , -, .J.. 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GAS MAIN Aoe l S L F 9 t[} 0 mHILL TRIVE .,-. .. ._ ._ ... ._ ,_ .. xv ..,,..,.. .,.. <.,__..._._...._a.__............. .......... ._._.. ,. ... -.._ _ _,......_...-„�......_,._ ,..,,..,_ •.•..,. ._.., ... - p,__ .._..,.--... .,..W.._-._.,_....... ' , ...., ,r ,, ry , co f/�'•'� �!� ,I ' A N F =t?,' '` '`'' � ' '"'1� ,. i!1"'S�.� ynD a " • _ 4"4 !' . '°A • -yr' 9 ✓ '�"^r .` f 7 O ""`."` , Jt,Ff�I O ".rL �C'. C-LE :+� I . �' z..r"I pied - — .� �rJ Lf d ` M1p+wyF�Cv-ox0LrcWANl ll"ROAD, � '� t R `. I , MY Rt7y° 7 , -' •,r'°" lid ? _ • G 7 A.A 1 AI EL o • C ER _ � �' [�E S 1 D�:1'�I C E ''+,11f�'E t_!.._ WATER r� I L: A. 2""t Oa P '0 •1 . .:. - k$ w . � �. °`�c I LAND ' ;- % r� S , t (_ ��:,r ,( " ,,•'Y � F F. I� �E "� ,�"' ,.... .. ' 'R`' EOR' C' �+�t�._I_.L ��' I,1-4 �I ..��...�' E �"'.��1`•1 .�i._1f�r..,a � .� r I� .�i- E_.E� u N. a .. s MIN .� .1 w AL_..w• ,-.... 3'Ii.wi..(."i a a. .tm. °�Yl ., 777 a+ee.•. ,.,¢. ...,. 1. e ,e �, .._.5 i .._ ,,.... •,._._k, ..,.. r c.,., a I'.,:., .+A v r._ w x F ..-••• \.;.. ..r•-,$. .:i#',ra...2.r,.d':x a.-> .,;!:r, :. . ,_. SURVEY OF PROPERTY a 41 so LOT 29-SUSDIVISIOI�MAP OF r f Feet HILL.CREST EST kTES,SEC. t soALM I MCH- 4o'•Ezr FILED:AUGt:ST15.1583-MAP NO,7218 o W C17 LAND N/F50090UNDVIEWDRNELUC U SITUATF E. ORIENT,TOWNOI'SOUTHQLD e• M SUFFOL,KCOUNTY N.Y, —o N78'34'4C"E 150.00 C) 0 - }`AI✓E�PeNCE 0CI1 O.fiy RER.PfO> .+Y. fir, ;lam 6eT D TAX MAP No,:t00001�,0002.00006.031 `r' Rjk ❑ •Zst2a Kefi. LOT AREA:41.250.00 S F.(0,947ACRE,S) O7 Q g e w DATE SURV&'/ED:OCT.14,2020 fl7 NN B ADDED PROe GAS/ELE C.SERV-:DEG.'2.7.2020 s ^�' O c� y FOUND.AS E11,111.T:OCT,14,2021 Q N 8 FINALSURVFV;OCT.17.202? REV.MAY 1.20;24 .•t. c'a LOT29 , PEV.:JUNE 4,;3 t724 LOT `•° O RA -EL.EVA770N5REFER TON\VDaq. -0FFSMME1,SUREDT0I OUNDAMON. 1`• MOHFNO 1 f i : SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES � 9 APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date- 4P272024 H.S. R-zo-issa Q .S.Ref.The sewage disposal and water suppyfacilites at this location have been °m 3 inspected and/or certified by this Department or other agencas N1 and found 4Y 2c'0` O-P O N o G' O to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. mom --I ,�" `mbp QF1aQ�11 E Yr _ O 1.romr FMW OWE WIG c 00 0 t) s CRAIG KNEPPER,P.E.,CHIEF u",+".Dp oven Porsp m 7 office Of Wastewater Management ern�errro Qa � � E^ a a u' za.e.:,� iv3rnm' 95.0 Q scDrts usE wi m�x4f Oaie's .Mz= . ..,o. .�...o.�...��d Epp�iyr _ u �Cp o \. id R O Z110 .MIL_ ss> s u rou..a,.n,ecr. ��w,�vonanwm,®r�am®,r�mn.. * MOKrr>o A— �� .150.00 57a9 440 �. cenc.eye an _ 'A:l(:i�r0o su n G P� a;;�c oo HILL kRE$T C.1RNEj t L."IG1'SUPMEYIN4 PU..h7I�iNG r-; t 153*ADIN6RIVERMANOF RD ML�ORVitd.E;�N1111949 -J. __!PHO b, *-§31.8t;6.9fR73 i F- .._. -✓✓ — �. MAI C246�OPTONLIN ,NET PR4FZW014AL tarn 91 RV"PR li�pi®�In>® I111��b1 �"D ®�U11Qi®=FREE" G SURVEY OF PROPERTY I 40 $� LOT 29- SUBDIVISION MAP OF Feet HILL CREST ESTATES, SEC. 1 SCALE: 1 INCH= 40 FEET FILED:AUGUST 1 5, 1983-MAP NO.7218 LAND N/F 500 SOUNDVIEW DRIVE LLC SITUATE U ORIENT, TOWN OF SOUTHOLD Ld SUFFOLK COUNTY, N.Y. N78D34'40"E 150.00 > WIRE DEER FENCE GEN.0.6'N ix REB.FND. REB.SET ❑ TAX MAP NO.: 1000-013.00-02.00-008.031 +29.24 24.83+ W LOT AREA:41,250.00 S.F. (0.947ACRES) w O w0 > O v DATE SURVEYED:OCT. 14, 2020 N ❑ U o�) z 'a ADDED PROP.GAS/ELEC.SERV.:DEC. 27, 2020 N z IN FOUND.AS BUILT:OCT. 14, 2021 W N FINAL SURVEY:OCT. 17,2022,REV.MAY 1,2024 w� o 0 U- ¢ IL M 1., 1-1 N -ELEVATIONS REFER TO NAVD88. LOT 28 _s a LOT 29 o z n -OFFSETS MEASURED TO FOUNDATION. W z WELL co' 3 CERTIFIED TO: 0 TARA GERAGHTY •• DANIEL BUSCH STAKE FND. CITIZENS BANK,N.A. I : EMINENT ABSTRACT,INC. f' o 0 FIDELITY NATIONAL TITLE INSURANCE COMPANY MON.FND. I .. w J W N :3 0 W F •' j Q Tn O 3i a C LL a 8,ox6'DP. r v DRYWELL w O V r QSTAKE FND. 1 ..: U w z O w z W 24.14' m J T 20.0' WOOD DECK +23.57 �( i,i w w V- EGRESS C CELLAR ENTRY Q O > 0 U WIND. WITH DRAIN z 95.2' U) M = J ❑ 1 STORY FRAME DWELLING#300 0 Q z F.FL.=26.28 W U p d B.FL.=16.73 LL U J A.C. ❑ z J UNITS❑ OPEN PORCH = Q STAKE FND. ,� z I--. m m 15.2' 8'S75x6'DP. —20.1' 32 0.. DRYWELL Q 23.85+ ; r 2 35.0�G�� -I w E SCDHS USE ONLY l b \ a GAS SERV.G s- W 0 O LEGAL NOTES: ..;ts 1.COPYRIGHT2022 AJC LAND SURVEYING PLLC.ALL RIGHTS RESERVED. �� f _ In: '-/'.:: S.T. 5. IVITHO 2,OFNTERAR KSTA EEDUONTO I_A SURVEY MAP BEARINGA LICENSED LAND SURVEYOR'S SEAL ISA VIOLATION OF SECRON 7209. ♦♦ I \F O SUBDIVISION 2.OFNEW YORK STATE EDUCATION LAW. O n' J : GRAVEL DRIVEWAY 3.ONLY BOUNDARY SURVEY MAPSWRHTHE SURVEYOR'S EMBOSSED SEALARE GENUINETRUEAND CORRECiCOPIESOFTHESURVEYOR'5 ORIGINALWORK N: / �T:O N �i W' W/ BLOCK CURBS y AND OPINION. �I1 �; LS'I:N O RFj1, O 4.CERRFlCATIONS ON THIS BOUNDARY SURVEY MAP SIGNIFY h1ATTHE MAP WAS PREPARED INACCOROPNCE WRHTHE CURRENT EXISTING CODE OF PRACTICE y� � �'� 'oym FOR LAND SURVEYS ADOPTED BYTHE NEWYORKSTATEASSOCIATION OFPROFESSIONAL LAND SURVEYORS.INC.THE CERTIFICATION IS LIMREOTO PERSONS F NEW 1► O N \L.P. O P I '^ O OFORWHOM THE BOUNDARY SURVEY MAP IS PREPARED.TO THE TITLE COMPANY.TO THE GOVERNMENTAL AGENCY,AND TOTHE LENDING INSTITUTION LISTED ON ■- Icy TaI THIS BOUNDARY SURVEY MAP. S S.THE CERCATONS HEREIN ARE NOTTRANSFERABLE. O r- L.P.TIFl 6.THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOTALWAYS KNOWN AND OFTEN MUST BE ESTIMATED.IFANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ARE SHOWN.THE IMPROVEMENTS OR ENCROACHMENTS ARE NOTCOVERED BY THIS SURVEY. t^ (Fd`R� IN C 7.THE OFFSETS(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCRIRESTOTHE PROPERTY LINES ARE FOR ASPECIFlC PURPOSE AND USEAND THEREFORE �" R �nR� C ARE NOTTENDED TO GUIDETHE ERECTION OF FENCES.RETAINING WALLS.POOLS.PATIOS PLANTING AREAS.ADDTIIONSTO BUILDINGS.AND ANY O'IHERTYPE 3 G OFCONSTRUCRON. 190.00 O B.ONLY SURVEYS BEARINGTHE MAKERS EMBOSSED SEAL SHOULD BE RELIED UPON SINCE OTHER THAN EN15OSSEDSEAL COPIES MAY CONTAIN MON.FND. MON.FND. -- --UNAUTHORIZED-ANO UNDETECTABLE MODIFlCAMONS;DELEMONS.AODR10N5,AND CHANGES.- U 9.PROPER7Y CORNER MONUMENTS WERE NOTSETAS PART OFTHIS SURVEY UNLESS OTHERWISE NOTED. - -- - -- --- -- -- - - - - -- 10.ALL MEASUREMENTS REFER TO U.S.SURVEY FOOT. 1 150.00 S70 A1AO 1 I, T J VV O �-!'Y� �- CONCRETE CURB I m w Q ACC,9 6�'i/9 eCc,9 N BL N C�LAI`ID- U'RVE� ,I=N -PLLC— o99c 8�° �s� 82� eelrz r m 0 x, HILL -,CREST x, 4 DRIVE �� SEP 2024 ° LAND SURVEYIN &JPLANNI1tiLG� ° °'ems e Building 153 WADING RIVER MANOR RD ,,MANORVILLE;NY i-1-949 W 3cq PHONE`631.846.99.73 ,r°L 1 -- — ------ i©e�� �;, ._,:.,,::,,,;:;a '� / J ems+ ANG O JOSEPH CECERE y i ! EMAIL:AJ,C246@OP'1`ONLINE.NET PROFS ZONAL LAND SURVEYOR O° CERTIFICATE OF LIABILITY INSURANCE DAo iMs�2oz 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(ies)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 NCONT CT Cole Lahey ' PF Northeast Brokerage Inc A/cONI o Et: (845)223-8107 NC No): '(845)227-8816 1035 Route 82 ADD Lahey@pfnortheastcom INSURER(S)AFFORDING COVERAGE NAIC# 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 3080 Route 112 INSURER D: Suite C INSURER E: Medford NY 11763 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2112512392 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 TYPE OF INSURANCE POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICYNUMBER MM/DD/YYYY MMIDDIYYYY X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE i$DAMAGE TO RENTE15 1,000,000 CLAIMS-MADE ©OCCUR PREMISES(Ea oaunence $ 300,000 X Contractual Liability MED EXP(Any one person) $ 15,000 A BLS59538207 03/15/2021 03/16/2022 PERSONAL&ADV INJURY $ 1,000,000, GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE is 2,000,000 POLICY❑X JET LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY COMBINEDSINGLELIMIT $ 1,000,000 Ea ac id.nt ANYAUTO BODILY INJURY(Per person) $ A OWNED SCHEDULED BAS59538207 03/15/2021 03/15/2022 BODILY INJURY(Per accident) '$ AUTOS ONLY AUTOS X HIRED �/ NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY /� AUTOS ONLY Pera.dent V X UMBRELLA LIAB OCCUR EACH OCCURRENCE $ 1,000,000 B EXCESS LIAB CLAIMS-MADE US059538207 03/15/2021 03/15/2022 AGGREGATE $ 1,000,000 DED I X1 RETENTION$ 10,000 $ WORKERS COMPENSATION X1 STA UTE EORH AND EMPLOYERS'LIABILITY YIN N ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 500,000 C OFFICERIMEMBER EXCLUDED? Li NIA UB-2J303967 03/14/2021 03/14/2022 (Mandatory In NMI E.L DISEASE-EAEMPLOYEE I$ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.LDISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if 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 forth CG8810 0413,to the extent provided therein:Town of Southold. I 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 AUTHORED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD C_ORPPORATION.I All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD Y� 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 3080 ROUTE 112 SUITE C MEDFORD,NY 11763 1 c.Federal Employer Identification Number of Insured 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"l a" 54375 Route 25 DBL617449 Southold, NY 11971 3c.Policy effective period 06/25/2020 to 06/24/2022 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits. rl B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,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 5/19/2021 By �lYi (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 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board(only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the', NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. i 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. 1313-120.1 (10-17) �I III III1°°°1°1°1°°11°°11°111°1°1°!��III III STATE OF NEW YORK WORKERS'COMPENSATION BOARD, j CERTIFICATE OF NYS WORKERS' COMPENSATION INSURANCE COVERAGE Ia.Legal Name&Address of Insured(Use street address only) lb.Business Telephone Number of Insured:: (631)767-4807 Bukowski Homes Inc. 3080 Route 112,Suite C 1c.NYS Unemployment Insurance Employer Medford,NY 11763 Registration Number of Insured a Work. Location of Insured (Only required if coverage is Id.Federal Employer Identification Number of Insured specifically limited to certain locations in New York State, i.e., a I 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 Hof America 3b.Policy Number of entity listed in box"la" Town of Southold UB-2J303967 i 54375 Route 25 3c. Policy effective period Southold,NY 11971 03/14/21 to 03/14/22 3d. The Proprietor,Partners or Executive Officers a�e 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"Y' insures the business referenced above in box "1a" 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 notes the above certificate holder within 10 days IF a policy is canceled due to, nonpayent of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the i sured from the coverage indicated on this Certificate. ('These notices may be sent by regular mail.) Otherwise,this Certificate is var'id for one year after this form is approved by the insurance carrier or.its licensed agent, or until the policy expiration date listed in box "3c",whichever is earlier. j i 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) I Approved by: e A�' ,,4 5/19/2021 (Signature) (Date) Title: President—PF Northeast Brokerage Inc. I 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 b pokers are NOT authorized to issue it. I C-105.2(9-07) www.wcb.state. y.us n Workers' Compensation Law t Section 57. Restriction on issue of permits and the entering into contracts unless compensation is secured. 1. The head of a state or municipal department,board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, and notwithstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed'by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter.Nothing herein,however,shall be construed as creating any liability on the part of such state or municipal department,board,commission or office to pay any compensation to any such employee if so employed. 2. The head of a state or municipal department,board,commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in a hazardous employment defined by this chapter, notwithstanding any general or special statute requiring or authorizing any such contract,shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair,that compensation for all employees has been secured as provided by this chapter. C-105.2(9-07)Reverse Generated by REScheck-Web Software Compliance Certificate Project Tara Geraghty 300 Hill Crest Drive, Orient, NY 11957 M r v Energy Code: 2018 IECC Location: Greenport, New York Vv Construction Type: Single-family Project Type: New Construction Project subType: None Conditioned Floor Area: 2,786 ft2 Glazing Area 19% ®gp� Idt, Climate Zone: 4 (5572 HDD) Bulild1Tt p{sou Permit Date: TOWS Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 300 Hill Crest Drive Tara Geraghty % Orient,New York 11957 Compliance: Passes using UA trade-off Compliance: 7.8%Better Than Code Maximum UA: 579 Your UA: 534 Maximum SHGC: 0.40 Your SHGC: 0.30 The%Better or Worse Than Code Index reflects how close to comp0ance the house Is based on code tradeoff rum. it DOES Nor provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Vaulted Ceiling:Cathedral Ceiling 1,750 35.0 0.0 0.030 0.026 53 46 Sealed Attic:Cathedral Ceiling 1,713 35.0 0.0 0.030 0.026 51 45 Exterior Walls:Wood Frame,16"o.c. 2,912 19.0 0.0 0.060 0.060 137 137 Front Doors:Solid Door(under 50%glazing) 42 0.200 0.320 8 13 Windows:Vinyl Frame 591 0.300 0.320 177 189 SHGC:0.30 Staircase Walls:Wood Frame,161 o.c. 220 19.0 0.0 0.060 0.060 12 12 Basement Door.Solid Door(under 50%glazing) 20 0.200 0.320 4 6 Floor Over Basement:All-Wood joist/Truss 2.786 30.0 0.0 0.033 0.047 92 131 Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date: 02/25/125 Data filename: Page 1 of10 i Compliance Statement The proposed building design described here is consistent with the building plans,specifications.,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Michael Faud-HERS Rater wlk " 'F-a-u Sz: 02-25-2025 Name-Title Signature Date I I � II Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date 02/25/25 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0%were addressed directly in the REScheck software Text In the°Comments/Assumptions°column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented,or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pro-Inspection/Plan Review Value Value Complies? Comments/Assumptions &Req.ID 103.1. Construction drawings and ®Complies !Requirement will be met. 103.2 documentation demonstrate ❑Does Not ; [PR1]1 energy code compliance for the rJ building envelope.Thermal ❑Not Observable Ienvelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ®Complies iRequiment will be met. 103.2, documentation demonstrate []Does Not ; 403.7 energy code compliance for ; [PR3]1 lighting and mechanical systems. ❑Not Observable 00 Systems serving multiple ❑Not Applicable dwelling units must demonstrate ; compliance with the IECC Commensal Provisions. 302.1, Heating and cooling equipment is Heating: Heating: ;®Complies :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hrM Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA Cooling: Cooling: bNot Observable A' Manual J or other methods ; c ; v approved by the code official. Btu/hr. it ;❑Not Applicable ; I Additional Comments/Assumptions: i I 1 High Impact(Tier 1) 2 Medium Impact(ner 2) 3 Low Impact(Tier 3) Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date: 02/25/�5 Data filename: Page 3 of10 i Section #R Foundation Inspection Complies? Comments/Assumptions &Re .ID 303.2.1 A protective covering is installed to ;®Complies I Requirement will be met. [F011]2 protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in.below; U ,❑Not Observable: grade. ;❑Not Applicable 403.9 Snow-and ice-melting system controls;[] Complies ;Exception:Requirement Is not applicable. IF01212 installed. ;❑Does Not QJ ;❑Not Observable ®Not Applicable Additional Comments/Assumptions: i I I i i I I i I i i I i I I I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) i Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date:, 02/25/25 Data filename: Page 4 ofi0 Section Plans Verified Field Verified Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, !'Door U-factor. ; U-O-2 ; U- ;®Complies ISee the Envelope Assemblies 402.3.4 I ;❑Does Not ;table for values. [FRI]1 III , U ; ;❑Not Observable ; :,[]Not Applicable 402.1.1, Glazing U-factor(area-weighted ; U-0.30 ; U- ;®Complies ;See the Envelope Assemblies 402.3.1, (average). ;❑Does Not :table for values. 402.3.3, If ; bNot Observable 402.5 [FR2] E ;❑Not Applicable V 303.1.3 {U-factors of fenestration products ®Complies :Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable ; 402.4.1.1 Air barrier and thermal barrier ®Complies :Requirement will be met. [FR23]1 iinstalled per manufacturer's ❑Does Not v {instructions. ❑Not Observable ; ❑Not Applicable 402.4.3 Fenestration that is not site built ®Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA MIDMA/CSA 101/I.S.2/A440 or has Infiltration rates per NFRC ❑Not Observable 400 that do not exceed code ❑Not Applicable ; limits. 402.4.5 IC-rated recessed lighting fixtures ®Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate s2.0 cfm []Not Observable leakage at 75 Pa. ❑Not Applicable 403.3.1 (Supply and return ducts in attics ®Complies ;Requirement will be met. [FR12]1 insulated>=R-B where duct is ❑Does Not >=3 inches In diameter and>= R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of ❑Not Applicable the building insulated>=R-6 for diameter>='3 Inches and R-4.2 ; for<3 inches in diameter. ; 403.3.2 Ducts,air handlers and filter ®Complies :Requirement will be met. [FR13]1 boxes are sealed with ❑Does Not 00 f joints/seams compliant with ❑Not Observable International Mechanical Code or International Residential Code,as ❑Not Applicable applicable. ; 403.3.5 f Building cavities are not used as ®Complies 'Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable ; 403.4 HVAC piping conveying fluids R-3 R- ®Complies ;Requirement will be met. [FR17]zabove 305 QF or chilled fluids ;❑Does Not A below 55 OF are Insulated to aR- i 1 •� 3 ; ; ;❑Not Observable ; [ Not Applicable 403.4.1 Protection of insulation on WAC ®Complies ;Requirement will be met. [FR24]1 I'piping. ❑Does Not U E ❑Not Observable ❑Not Applicable I 403.5.3 Hot water pipes are insulated to ; R-3 ; R- ;®Complies ;Requirement will be met. [FRiB]z zR-3. ;❑Does Not J ;❑Not Observable ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date: 02/25/25 Data filename: Page 5 o1`10 Section Plans Verified Field Verified # Framing/Rough-in Inspection Value Value Complies? Comments/Assumptions &R .ID 403.6 Automatic or gravity dampers are ®complies I Requirement will be met. [FR19)2 installed on all outdoor air ODoes Not Intakes and exhausts. pNot Observable I� []Not Applicable ; Additional Comments/Assumptions: i �I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date: 02/25/25 Data filename: Page 6 of10 i I Section Plans Verified Field Verified Insulation Inspection Value Value Complies? Comments/Assumptions &Re .ID 303.1 JAII installed Insulation is labeled ®Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1. Floor insulation R-value. I R-3 R ;®Complies ;See the Envelope Assemblies 402.2.E ® Wood ❑ Wood ;❑Does Not �tablePorva/ues. [INi]1 I ❑ Steel ❑ Steel ;❑Not Observable U li ;❑Not Applicable i 303.2, Floor insulation installed per ®Complies :Requirement will be met. 402.2.8 manufacturer's instructions and ❑Does Not [IN2]1 In substantial contact with the U underside of the subfloor,or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous ; `insulation Is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value.If this is a: R-19 R ;®Complies ;See the Envelope Assemblies 402.2.5. mass wall with at least%of the i® Wood ;ElWood ![]Does Not ;table for values. 402.2.E wall Insulation on the wall ❑ Mass ❑ mass ;❑Not Observable [IN3] exterior,the exterior insulation , 0 requirement applies(FR10). ,❑ Steel Steel ;❑Not Applicable I 303.2 Wall insulation is installed per ®Complies ;Requirement will.be met. [IN4]1 manufacturer's instructions. []Does Not []Not Observable ❑Not Applicable Additional Comments/Assumptlons: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tara Geraghty-300 Hill Crest Drive,Orient, NY 11957 Report date: 02/25/25 Data filename: Page 7 of10 i Section Plans Verified Field Verified Final Inspection Provisions Value Value Complies? Comments/Assumptions &Re .ID 402.1.1. Ceiling insulation R-value. ; R-35 ; R- ;®Complies ;See the Envelope Assemblies 402.2.1, ;® Wood ;❑ Wood ;❑Does Not :table for values. 402.2.2, '❑ steel '❑ steel ' 402.2.E ;❑Not Observable [FI3.]1 ;❑Not Applicable 303.1.1.1. Ceiling insulation installed per ®Complies ;Requirement will be met. 303.2 manufacturer's instructions. ❑Does Not [F[2]1 1131own insulation marked every 1300 ft2. ❑Not Observable i ❑Not Applicable ; 402.2.3 Vented attics with air permeable ❑Complies :Exception:Requirement is [F122]2 insulation include baffle adjacent ❑Does Not ;not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ®Not Applicable ; 402.2.4 Attic access hatch and door ; R-3 R ;®Complies ;Requirement will be met. [FI3]1 Insulation aR-value of the ;❑Does Not adjacent assembly. :,[]Not Observable ; :,[]Not Applicable 402.4.1.2 Blower door test @ 50 Pa.<=5 ACH 50=3 ACH 50= ®Complies Requirement will be met. [FI17]1 ach In Climate Zones 1-2,and :❑Does Not ' <=3 ach in Climate Zones 3-8. ;❑Not Observable :,[]Not Applicable 403.3.3 Ducts are pressure tested to ; 4 cfm/100 cfm/100 ;®Complies ;Requirement will be met. [F127]1 determine air leakage with ftz ft2 ❑Does Not either:Rough-in test Total ; ❑Not Observable leakage measured with a pressure differential of 0.1 inch ; ,❑Not Applicable ; w.g.across the system including the manufacturer's air handler enclosure if installed at time of test.Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; i i handler enclosure. ; ; 403.3.4 Duct tightness test result of<=4 ; 4 cfm/100 ; cfin/100 ;®Complies i Requirement will be met. [F14]1 cfm/100 ft2 across the system or W ftZ ;❑Does Not <=3 cfm/100 ft2 without air ; handler @ 25 Pa.For rough-in ;❑Not Observable ; tests,verification may,need to i ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.2.1 Air handler leakage designated ®Complies :Requirement will be met. [FI24]1 by manufacturer at<=2%of ❑Does Not design air flow. []Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ®Complies ;Requirement will be met. [FI9]2 installed for control of primary ODoes Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat Installed ❑Complies ;Exception:Requirement is [FIJO]a on heat pumps. ❑Does Not !not applicable. ❑Not Observable ; ®Not Applicable 403.5.1 Circulating service hot water ®Complies Requirement will be met. [Flii]Z systems have automatic or ❑Does Not ; accessible manual controls. ❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date: 02/25/25 Data filename: Page 8 of10 Section # Final Inspection Provisions Plans Verified Field Verified Complies? Comments/Assumptions &Re .ID Value Value 403.6.1 All mechanical ventilation system ®Complies ;Requirement will be met. [FI25]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable R403.6.1. ❑Not Applicable 403.2 Hot water boilers supplying heat ❑Complies ;Exception:Requirement is [F126]2 through one-or two-pipe heating ❑Does Not :not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable Iicable temperature based on outdoor ®Not APP ' temperature. 403.5.1.1 Heated water circulation systems ®Complies i Requirement will be met. [F128]2 have a circulation pump.The ❑Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are ; not present.Controls for circulating hot water system pumps start the pump with signal ; for hot water demand within the occupancy.Controls automatically turn off the pump when water Is In circulation loop Is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies :Exception:Requirement is [F129]2 comply with IEEE 515.1 or UL ❑Does Not :not applicable. 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ®Not Applicable ; desired water temperature In the piping. 403.5.2 Demand recirculation water ®Complies :Requirement will be met. [F130]2 systems have controls that ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable water entering the cold water ❑Not Applicable piping to<=104QF. ; 403.5.4 Drain water heat recovery units ❑Complies :Exception:Requirement is [F131]2 tested in accordance with CSA ❑Does Not :not applicable. 855.1.Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ®Not Applicable Individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 90%or more of permanent ®Complies :Requirement will!be met. [FIG]' fixtures have high efficacy lamps. ❑Does Not i ONot Observable 1 ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have ®Complies i Requirement will be met. [FI23]3 no continuous pilot light. ❑Does Not v ` ❑Not Observable ❑Not Applicable ; 401.3 Compliance certificate posted. ®Complies :Requirement will be met. [FI7]2 ❑Does Not i ❑Not Observable : ❑Not Applicable 11 High Impact(Tier 1) 2 Medium impact(Tier 2) 3 1 Low Impact Mer 3) Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date: 02/25/25 Data filename: Page 9 of10 Section Plans Verified Field Verified Final Inspection Provisions Value Value Compiles? Comments/Assumptions & .ID 303.3 Manufacturer manuals for ®Complies !Requirement will be met. [F118]3 mechanical and water heating []Does Not systems have been provided. ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title:Tara Geraghty-300 Hill Crest Drive,Orient,NY 11957 Report date: 02/25/25 Data filename: Page 10 of;10 2018 I ECC Energy Efficiency Certificate insulation Rating R-Value Above-Grade Wall 19.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/Roof 35.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 ! Door 0.20 Heating & Cooling Equipment Efficiency Heating System: Cooling System• Water Heater. Name• Date: Comments i I ; APPROVED AS NOTED O C C U PAN CY OR DATE:__1; B.P.it USE IS UNLAWFUL FEE: BY: NOTIFY BUILDI G DEPARTMENT AT WITHOUT CERTIFICATE 765=1802 8AM TO 4 PM FOR THE OF OCCUPANCY FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH FRAMING & PLUMBING 3. -INSULATION V COMPLY WITH ALL CODES OF 4. FINAL --CONSTRUCTIONN' UST NEW YORK STATE & TOWN CODES BE COMPLETE FOR C.O." AS REQUIRED AND CONDITIONS OF ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF'NEW SOUTHOLD TQ'JVN ZBA YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING BOARD DESIGN OR CONSTRUCTION ERRORS: SOUTHOLD TOWN TRUSTEES N.Y.S.DEC DO,IVOT PROCEED WITH FR ING:UNTIL SURVEY `OF,FOUNDA�TION LOCATION HAS BEEN APPROVED. TRUSS PLACARDING REQUIRED RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. AN exterior fighting _.. _. hstafled,replaced or PLUMBER CERTIFICATION ftPW and shall conform ON LEAD CONTENT BEFORE to Chapter 172 CERTIFICATE OF 0CCUPANC j Of the Town Code SOLDER USED IN WATER SUPPLY SYSTEM CANNOT Blower door EXCEED 2110 OF .1% LEAD_ end ductwork testing required. PLUMBING ALL PLUMBING'WASTE &WATERUNES..NEED Must provide Manuals TESTING'BEFORE COVERING D,I and S as per NYS Energy Code E7T H E z ® � r � ,� >i ® � FLOOR AREA TABLE INDEX TO 17)RA I NOS zi LICENSE NUMBER: 120369 II THESE PLANS ARE BASED UPON THEORIGINAL DESIGN ,259 MAIN FIRST FLOOR 2,804 sf ELEVATIONS COPYRIGHT© 201 ALAN MASC DESIGN ASSOCIATES, INC. BASEMENT 2A04 sf DRAWING No. PERMISSION T MAKE REVISIONS TO THE ORIGINAL DESIGN FRONT PORCH 360 sf ELEVATIONS 2 O O WERE GRANTED, BY LICENSE. TO (END USER) REAR COVERED DECK 155 sf MAIN FLOOR PLAN 3 z O TARA GERAGHTY -. - 705 GUS DRIVE EAST MARION, NV 11939-1407 T G ED-GARAGE--'�-" bOa sf � FOUNDATION PLAN 4 SITE: TED AND THEIR DESIGN PROFESSIONAL (AGENT):AND IL LIVING SPACE 2,804 Sf SECTIONS 6 ERIC J HARMON / UNLIMITED OPTIONS INC 6 tu (� 11909 CENTRAL ENTRINE L5 AVE NE CONDITIONED FLOOR AREA 5,608 sf 00 PLAN � 763-3905942 NOTES WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY (INCLUDES BASEMENT) GARAGE PLAN g N \J_ RETAINED BY ALAN MASCORD INFILTRATION VOLUME DESIGN ASSOCIATES, INC., THE 62 — / LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR ,500 cf SUPPORTING THE DESIGN, IN ITS REVISED FORM. Mascord prepares Its Plans carefully for use by its Customers. (INCLUDES ATTIC BASEMENT) However, adaptation of the Plans to meet specific state and local building codes and regulations, and specific site conditions, Is the 'I1 respcnsibill ty of the contractor. In addition, Mascord will not be responsible for any damages relating to he accuracy and overall t N integrity of the Plans In excess of the license f d ee pald for their r O use. The contractor, therefore, must carefully Inspect all N � dimensions and details 1n the Plans for errors or omissions. THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS (YT /..,� lF. 4' CROWN MOULDING NL to RED CEDAR SNAKE N n, T.O.P. DORMER0. ` - CY ROOFING — -- -- - - °c °a'o 8 'a a WIN.ND ° ° _ WOOD SNAKE SIDING •°+ 1° s ra o (SEE NOTE R103.6,SHEET 9) G. I.GUTTER ON 2 X 8 FASCIA _s gas� � 12 C/W DOWNSPOUTS (SEE ROOF PLAN) � MID POINT OF HIGHEST ROOF D �5oza _� _ ° "' I - - -- - $ r JIB fgeg�Ei Sk•� � � G C13.0 pa,E� c F N - — - -- L VO DIN. g;1 f_ `°�� " 5/4 X CEDAR CORNER BDS. ---- 12 d -. s $ o 9 w �4af E`a� Eg rn �, b18�a =• s'S Z m L g� °EEae ffic S 0 iZ7 se t w in 0 0 z� a a S3E age � g OQ g• to < ov r fL � 833:E g�ES � S g rD BILCO DOOR - m 2;fig; 4jat 3U L LJ 11 ;A< ! a ¢3 co gg `r SIP 42%1— — — — - — - — - — - — LJ LLI9 �< < -- - - - --- ---J - - — — . — . — _ — _ — FINISHED FLOOR - - _ - - _ - 0l \\. T.O.P. m V B5MT. — I ....... .. ..... ..... .. .... STEPS TO GRADE AS REQ'D ADJUST GRADE A5 REQ'D FOR NO RAILING AT REAR PORCH 1-U DECK ELEVATION SHALL BE MAXIMUM 30' ABOVE GRADE W m Z uU z Jv O -�w cl) z �— d r0 _ ul 0z � OLw _ _ __ _ (U '4 =� m O� Q� — — . _ _ _ _ _ _ _ FINISHED FLOOR 9[- -- _ — . _ — _ _ - -- - - - - -- -- - - - -- - ------ - - - - ---- - -- -- - - - -- - - - - ------ - - - --- --- ------- - - - - !- - -- - - ------ ---- — — . — — . — �d — — I �EAI� ELEVATION SCALE; 1/4' = 1'-0' c7-:11 � N LAJ ��' , ^-t. •'Ica. c,, PLAN No. 421-AD LH m - / C) In W. Ld O v -L ,� - LLI o y o — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I OL V 1L i 1 O OL I ILL Lj ILgcpa"� a / _ v� aF1/i ``ate�f :a,`•.�'as W Ca-" q �,' MAY 2021 FQONT ELEVATION SCALE - 1/4' = 1'-0' ELEVATIONS DRAWING NUMBER THE CONTRACTOR A55UME5 FULL RE5PON5151LITY FOR THE CORRECT IN5117ALLATION OF ALL EXTERIOR FINISHES AND WEATHERPROOFING, �J T IHI B Z O O i LICENSE NUUMBER: 1 0 69C'I_I 1111111l F- _ THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 COPYRIGHT(r) 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. Z PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN WERE GRANTED, BY LICENSE, TO (END USER)' TARA GERAGHTY O v 705 GUS DRIVE EAST MARION, NY 11939-1407 SITE: TED O AND THEIR DESIGN PROFESSIONAL (AGENT). ERIC J HARMON / UNLIMITED OPTIONS INC ROOFING MATERIAL W)SEE ROOF PLAN) 11909 CENTRAL AVE NE `1. BLAINE, MN 55434 763-390-5942 � EA.COURSE 0))/2' RATED SHTH'G INDEX 32/16 0) WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE ROOFR -SEE PLAN LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR SUPPORTING THE DESIGN, IN ITS REVISED FORM. Mascord prepares its Plans carefully for use by its Customers, 6 C O ED-CELL SPF However, adaptation of the Plans to meet specific state and local 5 building codes and regulations, and specific site conditions, is the /$' GYPSUM BD.CEILING _ responsibility cf the contractor, In addition, Mascord will not be responsible for any damages relating to the accuracy and overall N N integrity of the Plans in excess of the license fee paid for the < 0 use, The contractor, therefore, must carefully inspect all 12 12n 2 X SOLID BLKG. L1 �- dimensions and details in the Plans for errors or omissions, THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS 3 I- 'SIMPSON' HImA SEISMIC CLIPS # AT EA,RAFTER > - l SOFFIT 1/2' "AGX' PLYWD W/ I" CONT. a SCRN'D VENT a 8 ggf R$R E 0 G.I.GUTTER ON 2 X 8 FASCIA01 E �$ • ^ SUS•g UA •c��a S € s rA N� EXTERIOR FINISH (SEE ELEV) �� €o ;< U s•.. s 3 m 150 B TYVEK) ILL VLDG.PAPER(OR � • a =` ° it I' RIGID XPS INSULATION (R-5) TQs1 i/2' RATED SHEATHING €$s a g �; 2 X 6 STUDS e I6' O.C. N T.O.P. R-15 BATT INSUL rss � s og WINDOW HEAD 1t/2" GYPSUM BD. has SAN. a "tea$ , a h � g -hA" z o she gosa $d S r SECOND FLOOR PLATFORM (IN 2-STY BLDG) s8 } FLOOR FINISH s$ a� E €s Q ----- -- 3/4' GDX PLYWOOD SUBFLOOR ss„g'. so°- a v 0 0 ------ _ i 2 x FLR JOISTS (5EE PLAN) ����o Y B: g (D 0 /2"GYPSUM 5D.CEILING `• s• i BATT INSUL OVER UNHEATED SPACES «; ��xr a'g �ioggl Si€` g° F . w O o 0 ILE LE 2 X RIM JOIST Po.to �'g�'�yy g� 2' CLOSED-CELL SPF AT BAND 4 o=�� a Pa 2 RIM JOISTS R-13 : a� •€I E€ FINISHED FLOOR — — . — — — — . — — — — . — — . — . — . — — — — . — — — . — . — . — — — — . — — — _ 3/ g s Hi ��' z a, FLOOR FINISH ���s= g•s`$ a- e <z — — — . — — . — — . •- . — — 4 CDX PLYWOOD SWBFLOOR s'�"<< ° g € 0 2 x FLR JOISTS (SEE PLAN) '82 ` _F 22 .... ... .............. ........... I 1 SLOPE_ .......................................... ... .......,................................... ... ...... . . - PROVIDE #4 BAR WITHIN 12' OF TOP OF WALL ___- _ 2 X 6 P.T.MUDSILL WITH 5/$" A.B. 9 1 --- - 48 O.C.W/6IMP50N 'BP65/$-6' BRG. -.--- __ _-- 1E OR APPRVD EQ.(MIN.OF 2 PER m W V PLATE E W/IN 124 OF ANY CORNER) Q in Z fU t �OF REBAR � V' z � - Z _ • APPLY ROLLED ON EMULSION � 7- <� O Z w WATERPROOFING PER MFR.SPEC'S — - �_ PRIOR TO ALL BACK FILL TYP. }- < - r O z 2' CLOSED-CELL SPF OR = O- r O W DRAPED-BATT INSULATION --- _ W UJ ® O LEFT SIDE ELEVATION - - 4BARSHORZ. � 36" O/G ® �> vz < � R-13 SCALE : 1/4" = 1'-0' „ - CLEAN GRANULAR 5ACKFILL `- 2/3 OF WALL HEIGHT p Q EXPANSION --- --- JOINT AS REQ. z 4'CONC.SLAB ON 6 MIL M0I5TURE BARRIER ON 4"GRANULAR FILL12 12 i In (2)"4 BARS CONT. - ----- -^ :_�o;•`yj : ) . r.,, TALL STEEL REINFORCING TO 20" L1J ;;o. � i1 fi�•;,,� RED CEDAR SHAKE HAVE MIN.30' LAP m SPLICES) '� . > t;,t;am�a•`��q 44 Y w ROOFING G. I.GUTTER ON 2 X 8 FASCIA ICONC.Pc = 3,000 PSI C/W DOWNSPOUTS (SEE ROOF PLAN) STEEL Fy = 60,000 PLAN No, TYPICAL VVAL SECTION P5155J =P1,500PSF 421-AD WOOD SHAKE SIDING SCALE : 1/2' = I'-0' m I 5/4 X CORNER 5D6. m O 0 T.O.P. L O WINDOW HEAD Q , Z L O ~ -- m w - LU O U E:il F=- ® co UJ Q � BILGO DOOR v � o FINISHED FLOOR ® p<.,• — . — . — . — . — T.O.P. �J Q —1 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — —g g— — — — — — 5SMT. F- _ ............... . ................... Iis i I I � � m .. v ., V I I I 1 I I 0 I I I 111 I I I I I I FINISHED FLOOR MAY 2021 ELE\/ATIONS P,1IGNT SIDE ELEVATION SCALE : 1/4' = 1'-0' DRAWING NUMBER THE CONTRACTOR A55UME5 FULL RESPONSIBILITY FOR THE CORRECT INSTALLATION OF ALL EXTERIOR FINISHES AND WEATHERPROOFING. 2 I IHI 1E 0ILlLlE CTB0N LICENSE NUMBER: 120369 IIJ!IIII �II THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 lo COPYRIGHT(C) 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. 95 -ID, PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN O WERE GRANTED, BY LICENSE, TO (END USER) TARA GERAGHTY 151-ID" 6ID1-IDn 705 GUS DRIVE 2IDi_IDn O EAST MARION, NY 11939-1407 z SITE: TBD 11_6n Zi-6' g'-ID" 5I''ID" 4' IID' 8' IID" IL AND THEIR DESIGN PROFESSIONAL (AGENT): ERIC J HARMON / UNLIMITED OPTIONS INC ( 3'-g' I 5'-3' g" I 32'-6" 11909 CENTRAL AVE NE IID'-5' 1'-4" i 5'-2" BLAINE, MN 55434 II'-3" I5'-ID' �' 3" 5'-3' 5'-2' I I I q O 763-390-5942 WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE LICENSEE. AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR SUPPORTING THE DESIGN, IN ITS REVISED FORM Mascord prepares its Plans carefully for use by its Customers, However, adaptation of the Plans to meet specific state and local building codes and regulations, and specific site conditions, is the responsibility of the contractor in addition, Mascord will not be responsible for any damages relating to the accuracy and overall I ry ,lr0l Integrity of the Plans in excess of the license fee paid for their use. The contractor, therefore, must carefully inspect all I I ry dimensions and details in the Plans for errors or om GRADE issio STEPS ns, E I 1 THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS r I I I I I I I 1— CND i I I I I I .2 .2 F to RECESSED LIGHT RECESSED DIRECTIONAL I I IfRAIS WOOD I lOO I I I I I -Sa ;e W I I I LIGHT FIXTURE I E W D D E WALL-MOUNT LIGHT - - - _ ri to I ✓✓1NYvY�vY1�z>� - - - - -'y'✓YWVYI��Y'vtiYYvY✓�lk- n I - " I � �•- � SURFACE-MOUNT LIGHT IID'-4" '-9 16'-6' 13'-I" -I'_4 �lx�;bl_"[XM��✓vu �vY'✓i(�(yvvv�'Wd✓v "><1YY✓✓Y✓`"Nu✓v✓YvYY�NvYY'�' ���� �•oa m (0X12WDHDR I I- R. 45. Rai. I g o in: ----- - o O I STRUCTURAL BRACKETS I ----------- �' ,I - t o ❑ I I I TO SUPPORT ROOF AWNING I II I _ g8=� E Z o FLOOD LIGHT e I 2 N � `"s;s �_�$ � � SURFACE MOUNTED - - - - - - ° N (2)3/0 X it S.H.(36 12 VENTS)(TEMP.)MULLED - I I I I "' g``� #d ni FLUORESCENT - - - - - - i - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --�- - - - - - � vo�,e 12r a rn bVv NVNJ✓v✓vim - - - - - - - - - - - - - - - - - - - - it - $� :sa € a ® RECESSED EXHAUST FAN O l9 GLG.) fi - - I- - - - _ _ _ _ a Y 6XSBI�1 6XSBM 6XSBM �6XSBM - �1 6XSBM LL fil3 +� §a �9 �� � o� VENTED TO THE EXTERIOR FREE- TAND'G E; %_ g o ' TUB w "` I I ( )-1.15 x 11.815 LVL HDR I l2)-1.15 x 9.25 LVL HDR I I I I BIBj 3 BILGO a°o �g r a a CEILING FAN r - - I I - . .. R - - - 1 i -- 'a .- - - - - III - O III STAIRS .ao lgi o z E (3) 5__11,515 LVL ND __ `n ; D+ 6 +6 + 12/0 X 12/4 TO BSMT `°c g: a $s o" ~ ° _ VAULTED --- Vvk�'XY' yvvv' X} / -_ -_ _ -_ _ _ _ _ �yv h f vvvvY v�Yw n _ _ _ _ ✓vV v i�-. (9' CLG.) Q $ •d° - o ao DUPLEX OUTLET ,''� S _ V+ - - - - - _ _ _ - - - _ _ °- - - - -- - - +� MZ - 4 X lID HDR _ "�sa� ao o Z - ! s 1 C- - rz- T r-T - +� SHELVES n g <o= •ao se ¢L 20 cfm GONT. - - -�- - - - - - - - -L�- - - - o^£�� °g.o p> 2 X 6 G.J. I ( - I I I T; CEILING MOUNTED 14/(D X IS/ID TO ERV " I Ox4 DORMER I I =g-Qo sg £ 6 <r DUPLEX OUTLET 16 O.G. I BEAR BEAM �1 [MI5D5.4] 1 (2)-2xIID WITH 1/2' I I I FD j - z 1 1 STEEL FLITCH PLATE I I ON EXT.WALL = I r k �_ 22IDV OUTLET I I I I AT EA.END v u U 1 �, �_ _ �•�$ _ g z 1 O z 2 X lID C.J. roe "= a .. VAULTED I co s ,n< g o FLUSH FLOOR MOUNTED I I I I x 10 PANTRY `" 1 16' O.G. ` ° s; e o is V OUTLET (VERIFY LOC.) 110 N (9 CLG.) 3/6 X 5/ID 2' I' I I I T TELEPHONE OUTLET10 1 Q DATA OUTLET 7 ED SN 32/ID X 2ID/ID I � p � m I -- 0 }' IID'-8' 4- 6' I" I ❑T TELEVISION OUTLET - - - - j I I j r SHELVES Y - 74 SPEAKER LOCATION O I - - - z O w m I �__ L_ - I - SMOKE /GO DETECTOR(SEE ❑9 T I Z Q U ,te) Q I 'n 1 O I1 ❑g > (�/ D_ O 'GENERAL NOTES' FOR OTHER - - 50 cfm i �T_� 11. �I o z oa 22 X 30 dK_ m WWF SPECS) R E S. ® I Q �, u z I a ATTIC ((� Z O -v _---_- _ 5 20 cfm GONT. ACCESS ---_ BEARING POINT LOCATION - - - - - - 9' CLIz. — — (9' GLGJ I :� Q B ~ 1 �I m I O TO ERV 20 cf GONT. f z � W - I O Q 5 1 '' i-- O t [MI505.41 �� ��� TO 0 � Z Z (PROVIDE SOLID BEAR'G - y, I - - I O �I I -� -, x I pO - - — — -1 tT O -I W y I [MI505 4] Q It _ W fL 1'-8" 4'-8" I 2�-4 , _ } m I VAULTED ,n 1 1 ,n U I -- -( IID° $/ID TUB F8'-1�" N ' W N I 5 1 1 ® I I � � U) rQz MIN.OF MEMBER WIDTH U.N.O.) ,� = I x ¢ I I POINT LOAD FROM ABOVE :t r I (� _ - ❑ID N O�' I I I r`� I -- I ( ❑8 _ O W/SHWR w LU Z . I (c- - I C1 I - Z d1 � Q ICI I pi v !Xtu I I I P ILA' ENT _ � 4 4 X 4 POST FROM ROOF NIP, 2 X 8 C.J. x = 1 I I 1! o m "k VALLEY OR RIDGE DOWN TO I 16' O.C. ��- �� I �i `p I I I I I! 25 cfm GONT. N � z y o > �p Q d BEARING POINT ON WALL BELOW c� I 22 X 30 I ( X -0 I I I I TO ERV � � (S' CLG.) z (MAX.OF 45'FROM VERT,) - 1 ATTIC 4r 1 I 1 I I I I � [M1505.4] I IX� � 11 --t `� � � O � Q � ACCESS 1 !( I r I I I (S' GLG.) `r la i 1 I (2)-2xIID WITH 1/2 1 N Z BEARING WALL SUPPORTING - I 1 I I STEEL FLITCH PLATE STRUCTURE ABOVE TIL FRZR. OM5 - 4X1ID _-�=- - -�- -�-- M5 - 4X10ZONE �` ;- - - - - - - - _ - -L� I 6� I I o 4 X IID HDR. BEARING WALL INT. } i II H R- - CDR_ _ __ _J L__ _J , I— �1M'Y`rV1htiN��Y'YY M/Y�'`l6 ; — DOOR E OPENINGS W/MIN (2)2 X s I _ _- � /dvYYYM!v"N ✓d✓vv>r�✓� 'Yv'vv rJ>! VvV"!yV/y�/�1 _ _ _ N AIY"ISM•�d"r4'�vY"rv4'vvVvV�I�M�Y'ekv%"!vW _ _ I�MIy�"�tv t ^7�/d���vV 7�M, JAMZIQ SUPPORT EA END (UN.O.) I ---�+� I x ❑j O M5 - 4 X 10 O O ? I � MI50 DRYER EXHAUST cv DROPPED STRUCT.MEMBER R. d S, OO s - 2 .Rt . ` .f,.."'''... -- ------ � � 0 1=RONT PORCH I I I � � I � �,,. .,°" ". BEARING m WALL - --- �, r X� PATIO I I O �� w II 12/ID X 12/8 �n a'' � •�. (VERIFY EXTENT) > (9' CLG.) 151-ID' 15'-0' 6' 3" 5' 3" 5'-2" l' 4" I Fi (9' CLGJ - -� 1j• J, ❑ TRI LE C.J.UNDER KNEEWALL *c� S" 8' 4' _ W J -- t-- -- --- - -- _ I _ i_ M4 - 6X1(I)BM _ _M4 - 6X (D_BM - M4 - 6X10> BM M3 - 6XlIDBM co M3 - 6X1(DBM ~� -� O - - - ----- ----__-- - - - - - --- -- - - ----- - - - - - - ------ -__-_-- x 2 X lID G.J. ; 1.,.ti ra. Ria ENERGY ENVELOPE KEPI' - - - - I- - ---- I WRAPPED 6DA POST xIID BOX BM - I -j L�_�� I- - --- .r IID" 1- 16 O.C. - - �,$� •, 4. ... WSW/ 'PC6Z' ITYPJ O - O f' '%f Et °••� �':,°a' WALL/FLR./CLG. INSUL. FOUNDATION INSUL. VAULTED I I I OI 11 12 T LAN No. (SEE SHEET 2 FOR INSULATION VALUES) - 5R_ .4 I 2" 14'-1" 2' 9'-ID° 8'-il' m -------T -- --- BUIL _INS--- HOSE 421-AD 13 -II 14'-ID 14/0 X 11/ID+ 1 BIBB O - - , C.O. DET LOCATION — — _ — . — c ; � ; -ID' 2' 6, Sn � o CARBON MONOXIDE ALARMS SHALL BE r i LOCATED IN EA.BEDROOM AND WITHIN 15 e `r D 14 IS RS O FEET OUTSIDE OF EA.BEDROOM DOOR, n, NOSE r O BIBB 6 X 12 WD DR r O AT EVERY FLOOR LEVEL W/BEDROOMS �v'y - - _h/v'✓ v/✓vvVN✓vvy�vVvy'wvv",v� x?v✓vv✓vw 'vw✓,' " v vv�dvVr/vvv�tiv✓✓✓y✓✓✓'v�V✓✓VVvVv Y 0 � � z I I � o � IID'-ID" IID'-ID' Z FIREPLACE DISCLAI IER 151-0" tu 6m'-ID" 20'_ID" '� 0 o FIREPLACE INSERT TO BE INSTALLED PER 95' ID" ,(1 O 13 MANUR SPECS. FIELD VERIFY ALL SIZES, V to FRAMING,VENTILATION, a CHASE fy 13 REQUIREMENTS.CONTRACTOR TO MAKE PROVISIONS AS REQ'D PER MANUF. LU IL 1J1E)CUJ 5CHID U _ 0.�0 � � = �. 2 DOOR 5CHIDUL MARK ANDERSEN 200 MARK OL X -1 10- M A I N F L.O O� PLAN O SIZE DESCRIPTION QTY. SERIES PRODUCT DUCT SIZE DESCRIPTION QTY. SCALE : I/4' = i'-ID" _ ❑ A (2)3' 0" X 1'-0' 4/4 LITE VINYL SINGLE HUNG WINDOW (42" VENTS) - MULLED 4 PAIRS 3010 1 (2) 3'-0" X 8'-0' EXT. FULL LITE SOLID WOOD FRENCH DOORS 1 PAIR ' O B 3'-0" X 3'-0" 4 LITE VINYL FIXED WINDOW 3 3030 2 3'-0" X 8'-0° EXT. 3/4 LITE SOLID WOOD DOOR 2 Ld 0 m C 3'-0" X 5'-0" 4/4 LITE VINYL SINGLE HUNG WINDOW (30' VENTS) 1 3050 3 S'-0" X 8'-0. EXT. 3-PANEL SLIDING GLASS PATIO DOOR I D 2'-0' X 4'-6" 4/4 LITE VINYL SINGLE HUNG WINDOW (21' VENTS) 1 2046 4 12'-011 X 8'-0' EXT. 4-PANEL 51-PARTING GLASS PATIO DOOR I --� E 6'-0' X 5'-0" 3-PANEL ACCORDION WINDOW (WITH FLUSH COUNTERTOP SILL) IID N/A 5 2'-8" x 8'-0' INTERIOR RAISED PANEL H.C. DOOR I IL F (2)3'-0' X it 4/4 LITE VINYL SINGLE HUNG WINDOW (36" VENTS) - MULLED I PAIR 3060 6 3'-0" X 8'-0' INTERIOR RAISED PANEL H.G. DOOR 3 G 4'-0' X 2'-0" 3 LITE VINYL FIXED WINDOW 8 4020 1 (2) 2'-0' X V-ID' INTERIOR RAISED PANEL H.C. DOOR 2 PAIRS H 4'-0" X I'-6' 3 LITE VINYL AWNING WINDOW (DORMER) 6 4016 g 2'-6' X 8'-0' INTERIOR RA15ED PANEL H.C. DOOR 6 S 2'-4" X 8'-O' INTERIOR RAISED PANEL H.C. DOOR 1 10 2'-6' X 8'-0' INTERIOR RAISED PANEL H.C. POCKET DOOR I MAY 2021 11 (2) I'-C' X 8'-ID' INTERIOR RAISED PANEL H.C. DOOR 4 PAIRS 12 (2) 2'-6' X 8'-0" INTERIOR RAISED PANEL H.C. DOOR 2 PAIRS 13 3'-0" X 0 -8' INTERIOR RAISED PANEL H.C. DOOR I MAIN FLOOR PLAN 14 2'-8" X 0 -8" INTERIOR RAISED PANEL H.C. DOOR 1 15 3'-0' X ll8' EXTERIOR METAL RA15ED PANEL DOOR 1 16 3'-0" X 0'-0' EXT- 1/2 LITE METAL DOOR W/ SELF-CLOSING DEVICE 1 DRAWING NUMBER 11 18'-0" X 8'-0' METAL OVERHEAD GARAGE DOOR W/ OPENER 1 UUz z f � Q Z C ® IL ]L E C T 1 0 N H Q LICENSE NUMBER: 120369 THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 COPYRIGHT© 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. 10 z � � PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN WERE GRANTED, BY LICENSE, TO (END USER) TARA GERAGHTY 951-IDa O 705 GUS DRIVE O EAST MARION, NY 11939-1407 601-ID" 2ID� a 3 SITE; TBD 15-ID' _IDIL AND THEIR DESIGN PROFESSIONAL (AGENTI: cj�_ID" I I 51'-D" I I IIDi_IDe IIDi-©' Q O ERIC J HARMON / UNLIMITED OPTIONS INC 11909 CENTRAL AVE NE BLAINE, MN 55434 763_390_5942 WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY (2)-2X1ID GDR � W RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC, THE (2)-2xI0 GDR LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR SUPPORTING THE DESIGN, IN ITS REVISED FORM `/ ! \J \� I ! �-/ �•J `J I �'/ However,preparesits Plans carefully for use by its Customers L J 1 I !_ J adaptation of the Plans to meet specific state and local J L— J L J L_——— L_—_ — L_—. building codes and regulations, and specific site conditions, is the g' 6'-2' 6'-2' 6'-2' (�' 2' 6'-2" 6'-2" /o' 2' ('-2' 6'-2' V-2' 6'-2' responsibility of the contractor. In addition, Mascord will not be responsible for any damages relating to the accuracy and overall U V < ry O integrity of the Plans in excess of the license fee paid for then © O use. The contractor, therefore, most carefully inspect all 2x8 [UG3B] P.T. LEDGER „ � r dimensions and details in the Plans for errors or omissions. I/2"m x 4" GALV. LAG SCREWS AT I6" c4 @ 4 x4" [UG4B] PRESERVATIVEar��TREATED POST WITH GALV. METAL POST BASE ANCHOR ON @ Q THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS 12"W 6'x -O" HIGH P.G. GOLUMN WITH (2)-#4 VERTIGAL REBAR ON a O.G. STAGGERED [R507.G] r cn 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM # MAXIMUM SUPPORTED LOAD AT 7' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING SOIL (TYP-22) �1 (ENGINEERED DESIGN) - LL - ------ --------- -- - - - -I ---, --- -- - - ---� ----I r--- - r - - - - -- ----- - - -- -- - - - - ----- -- - -- — — — — — — - x (2) 2x1ID GDR x (2)-2x1ID GDR —I N L-- —J L-- -- J L— - - L---- J L-----1 E r" E-s I o NON-EGRE55 WINDOW I 2x8 [UG3B] P.T. LEDGER AS READ BY GRADE ------- -- - ---- - -. ---------- 5/4 WOOD DECKING PERPENDICULAR TO JOISTS I/2"(V x 4" GALV. LAG SCREWS AT 16" ! _' f "- a still = E p WOOD I }^� �/ -- - -- — -- — — i� I� � WOO J.J �I� O.G. STAGGERED [R507.q] ! �9 j G«F Eag� 3 LL I P FER Y1111,11 - a„11. p;°As �8 g L N A UF. e eBa 2o£ y aa$i -- - T z o - w m TL:8256 LU U N cc .-I " .Im bed r3" � U O Q o I I X _ j 'PERMENTRY' o s � $ o X I I UNFINISHED z I ¢g.>a Co T e cno �� N 1 b 54,eE �'ENT -d �, ! ! BILco STAIRS a: � � l z 1 3-I/2"D STL COLUMN N _ A s - -1 +`n 9'-1' 9'-4` I itl °c 1'. Isz.' �y w O (6'-10, 1-3` - 4"xIO"A/2" TOP PLATE ' _ _ � al £4 g a a 8"x8"xl/2" BASE PLATE h }L r1 . r- - - ON 2'-6"x2'-6"xl2" DEEP P.G. FTC. Y Y rI •� °s 9s __ 0> I w/(4)-#4 REBAR EAGH WAY u — — —' an — — — — — — (TYPICAL-17) X i — — — — — — — — — — — —! — — — — — OD t — I— (2)-1.75 x 11.615 LVL GDR z _ (ENGINEERED DESIGN) F30 F3(D ¢3 L- F3m - -I F3 D O _� J- F' o ��` o Z -- - - - gt3 a° F ¢ o �F _ ---- - -I - (2)-1.15 x 11.815 LVL GDR , "e; e 'a �g r (2)-1.15 x 11.815 LVL GDR I N l ! 1 1 - (ENGINEERED DESIGN) d (ENGINE EREDDESIGN) -� - - - - I— - - - - - - - — L — +- - - — _— — -� - - - - — -� - - - - -� F3� — — — - r— 3�F3m..l — — — — L F3mJ— — — - -F3m — — — —I F3D7 L F3(d L - - -F30 — — — — IL- --F3m — — L---F3 I F3D I I O — — — — — — — I I I 1 U6' 9" 6' 9" 6'-9" 6' 9" 6'-9° 6' 9" r - 11 6'-9' 6'-9" EMERGENGY ESCAPE III I AND RESGUE OPENING [R310] ANDERSEN 200 SERIES WINDOW I 1 'v fK I fY 7 O I n �t 244DH3050 — ! I N - ! " - 6" P.G. WALLS OR PREFAB. UNIT I I `-r I 1 t4 ' 1 I c4 N I'-8 `r ( W 0 6" GRAVEL BOTTOM, 6" BELOW SILL 1 [K 4" GONG.SLAB ON 6 MIL 6, (Y X LADDER PER GODS `L I I MOISTURE BARRIER ON 4' u� N W m z 1V d" a N 9 BEAM POGKET °' z W z X I GRANULAR FILL X � (TYP-6) 7— 7— < z N N EMERGENGY ESCAPE — — �_ J W 1 (2)-1.15 x 11.815 LYL GDR AND RESGUE OPENING [R310] ) - r Q z ANDERSEN 200 SERIES WINDOW 'f �! � U_ (ENGINEERED DESIGNJ I 6 )- � � (V - - - -- - -- - - -- --- --- - -- -- - -- - -- -- ---- --- - - - - ---- -- --- ---- -- -- - -- - - - - -- - --- -- - --- - -- - -- -- -1 --- - 244DH3050 d�-JI Z Q Z (2)-1,15 x 11815 LVL GDR I 6" P.G. WALLS OR PREFAB. UNIT W ENGINEERED EKED DESIGN) 6" GRAVEL BOTTOM, 6" BELOW SILLCj -- - - _ !il — — — — — — — !— --! — — — — LADDER PER GODS -1 m a — - - - - - II - - - - - - - t- 3� —I _ I a — — — — — — — — — - L---F3ID a, (V Q Q Q 1 z F3(D 1 I - 440 n - PATIO -- — — — — — f F 14" @ `' 4"I 1 i do 13' 2 ° IDii 13' 3' ID' 13' 22' 0' 8' 2" ID' - - ! "v @• I co - I e - IIF71 6x6 POST( p! F24 F24 � FURNACE t WATER HEATER _ F24_ F24 W/ 8566 L __ J 1 ' BASE (TYP,) SEE GEN NOTES FOR MIN REQ'MTS. N (PROVIDE OUT51DE COMB AIR VEN ) ( III ! J � t_ ,L O i X I 13' 112" I 14' I° I 1 14' (D2" I 1 9' ID' I 8' II° 14 O 4 6 - :_3 ' v� 0 I -T— _1 I *• l —_— —r-1--1 o. e ! I I I 1-1_A_F STORAGE 1 I I I I I I (2)-2 x 12 FLUSH HEADER ) t REP ► I I I vl I I I I COLUMN AT MID5PAN PLAN No. II I I I I I I I I I I I U 14 RIS RS -- ------ I 42 I-AD ! I I I m O I O 15'-ID" 6ID' ID'4- 20'-0" '' ' O 95'-ID' O 0 z O � � Oz FOUNDATION PLAN LEGEND - oz PROVIDE AT LEAST ONE EMERGENCY ESCAPE/RESCUE OPENING AT BASEMENT WHERE REQUIRED BY CODE 1'n W (SEC.R31ID). SCALE RECESSED EXHAUST FAN 150LATED FOOTING 5CNEDULE Q _ *ONLY REQ'D EMERGENCY ESCAPE/RESCUE OPENINGS, ® � Q W - - - - - VENTED TD THE EXTERIOR TAG PAD SIZE REINFORCING MAX.BRG ® Q O FLUSH 4X LINTEL ¢ SURFACE-MOUNT LIGHT - IS' DIA.x 1" NA, 2,414" to COL (SEE PLAN) EQUAL TO JOIST DEPTH (SEE PLAN) F2ID 2ID'x2..... N.A. .._3,819 . W IL F24 24'x24'xl2" (2)*4 BARS E/W 5,400 * � BASEMENT 5A5H SMOKE /CO DETECTOR(SEE W * e e F28 28'x28'xl4' N.A. 1211 * (X (EGRE5SIBLE) (0 GENERAL NOTES FOR OTI-ER .................. ..... ... ............ . SLOPE 1/4/FT MIN SPECS) F30 30'x30`xl5' (4)*4 BARS E/W 8,203 " n U OO !l- .... ..... ... . ............ ....... OPTIONAL OPERABLE F36 36'x36'x13' (4)*4 BARS g 1' O.C.E/WI 12,031 * SAFETY GRATE *(MUST .. .. ..... .. _. ... . =1 BE EASILY RELEASABLE BEARING POINT LOCATION( F42 42'x42'x12" (5J*4 BARS 8" O.C.E/W 16,531 * z ---- PROVIDE SOLID BEAR'G -MIN.OF .... k — ------- OR REMOVABLE FROM F48 48'x48'xl2' (6) 4 BARS g 9 O.C.E/W 21,600" O __ -- ---- MEMBER WIDTH UN.O.) :.. ... ......................... --- ---_------ 30 F54 54'x54'x12' (6)*4 BARS 9' O.G.E/W " 21337 e z m _ -- INSIDE PER R31ID.4) �.... .. ......."....... �..... F6ID :4 6ID x6ID"x12 (1)*4 BAR5 ,s 9 O.C.E/U) 33,15o* O POINT LOAD FROM ABOVE FOR ACCESS ------= PRE-MANUFACTURED ASSUMED MIN. 4x4 *2 DR COLUMN (U.N.O, - SEE PLANS) - --- WINDOW WELL SYSTEM - - --- 6x6 *2 DF.COLUMN FOR MAX.BR'G Y --- - _.- -- *(MIN.36"x36' CLEAR 1 I -� --- - (2)$40 BARS INSIDE DIM, 4 9 50.FT. BEARING WALL SUPPORTINCx 3 x3 2 PSL COLUMN FOR MAX.BR'G (OR 6x6 TO 18,521 ") O 51r4'x51/4' P5L COLUMN FOR MAX.BRG, iL CONT.T 4 B --= PER R310.2) STRUCTURE ABOVE LL (SEE POST-CONN.DETAIL) SOIL BP.=1,500 P5F Z ----- - - -- , N — * PROVIDE ESCAPE [] 4 X 12 HDR e BEARING WA-L INT. ----- - LADDER WHERE HGT. f DOOR 4 OPENINGS W/MIN (2)2 X " "`_= SUPPORT EA END (UN.O.) x :< � _ FROM WELL FLOOR TO GRADE EXCEEDS 44' -- - 55MT.WALL 797 6"x6" [U64B] PRESERVATIVE TREATED POST WITH GALV. METAL POST BASE ANCHOR ON (SEE TYP.WALL SECTION) DROPPED STRUCT.MEMBER MAY 2021 LL CRUSHED ROCK I I BEARING fit WALL -_ _- 12"cD P.G. COLUMN WITH (2)-#4 VERTIGAL REBAR ON --- —:-._-_. 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EAGH WAY, REBAR 4" ABOVE BOTTOM (ENGINEERED DESIGN) PROVIDE ADEQUATE DRAINAGE FOUNDATION PLAN I1�lD OUJ WE=L L D E_T,41 L N.T.S, DRAWING NUMBER D�T�41L SCALE : 3/4' = I'-ID' .4 717 T H E O C 01 LE CT10Iq LICENSE NUMBER: 120369 111111[III III- I 1- THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 COPYRIGHT© 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. z PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN WERE GRANTED, BY LICENSE, TO (END USER1 v 7ARA G Y 0./ 7 GUS DRIVE / \ EAST MARION, NY 1939-1407 N. SIIT& TBD IL O AND THEIR DESIGN PROFESSIONAL IAGENTIi / \ / \ / \ / ERIC J H 11909 1 09NCENTRAL TA D OPTIONS \ TIONS INC lu r ——— -- BLAINE, MN 55434 \ \ / / 763-390-5942\ / I I I I / / WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE LH LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FORLl Ll (1 I I OO OO SUPPORTING THE DESIGN, IN ITS REVISED FORM V /\ __ Mascord prepares its Plans carefully for use by its Customers. I i L J However, adaptation of the Plans to meet specitic state antl local � L— J ooO L J L J L J L J L J Q \ building codes and regulations, and specific site conditions, is the L_J I / \ \ I I / \ / \ \ � � r / \ \ � �� _ _- ����II respons,bllity of the contractor In addition, Mascortl wdl not be responsible for any damages relating to the accuracy antl overall N / \ / \ / \ / \ / \ • / \ 1 / \ \ I i / \ / \ u ' U ' -° integrity of the Plans in excess of the license fee paid for their use The contractor, therefore, must careful) inspect all v p dim ensions and details in the Plans for errors or omissions. � THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS — RANGE REFRIG. SINK D.UJ. VANITY SINK DRYER WASHER vANITY VANITY # (N.I.C.) 1> - 2'-6° 2' 6" 2'-6" 2' 6" 2' g° 2'-6" 2'-g" 3'-0" 4' 0" 3'-0" 3'-0" 3'-0" 2'-0" 0' 2' 0° 3'-2" 2' 0' 4'-0" 4'-4" 5'-0" V-4' I I I Cn I ' fi�. 2/ '. 33T 1„�ST34T KTCN GTC� N ITCNN ISLAND D �O ZONE � U�fi� �TI IT�' tl • °�� g n O� CABINET ELEVATIONS jX° 3 Q LL SCALE : 1/4' = 1'-0' $_+ a o •' \ ................................. a r 8 a.a� 'o°F`g eg N €rges$s sg q N ;�gaa °rg• 8° o So to qi 6 .......... ... gN°N €a o .......... g•�g « w m aU O..._. ................... ... ...... ......... ....... ... ..... .... .............. . .. .... .. ........ ............ .... ...................... ............................ . $ 'F 33•g6 � ' s O ` S•l z .. ......... ....... ..... ... ... — G _ .................... . .......................... .. ......................... ................ ti 9 3 c°O •` e r • C7 1- e8 w0 ..................... 4 £ j� �� Coo B`d< a•`o or g �LLl wcc).......... ....................... / \ az a «� u;P� �Sse �� 8 .� o ..................... . . ... ... ............................................................................................................................................................................................... - _0 M E ek 44 ... ..... .......................... 12 8` S ........ .......... 12 i' gggg 9 .... ............ ................. ............... .................... .. .... ........ ... .................._........................ ............ ............................... .................. ... . .............. ..... ... .. ................... / FIELD DV WIF F HOMEOWNER - - - - --� 7 1/2' 'ACX' OL PLYWOOD ..................... . . Lu :.................. . .::.. .............. z w z z Q dl _ f� . IIJ - 7- �, pR ppONT OC R LN _ i w ,r >. r ,r 2:1X F ACING MEMBERS :: ' 2 X FRAMING MEMBERS ® ",< R O (k 4 KY CNN ' )SEE P�ANS,FOR SIZE � SPACING) (SEE S FOR SIZE ACING) : {� PLAN SP No PATIO - - - - - -- - i ... � Ll COUNTERTOP DOWN TO THE FLOOR ON THE - SIDES OF THE ISLAND BUILDING SECTION --- -- .- - UNFINISHED - _ � UNFINISHED c\, - - 8,4E)EMENT SCALE : 1/4' = 1'-0' 5 4 M IVING - OPENING; TO KITCHEN _ ---— --- -- — �.- ♦s^�/`J-��' ��d��*="`•lam -- 4' LONG.SLAB ON 6 MIL =_-- - `^' '�, 4' CONC.SLAB ON 6 MIL ~� ---- -- MOISTURE BARRIER ON 4 ---- 9 �� T �'�'P —-- MOISTURE BARRIER ON 4 4',���� L s- GRANULAR FILL - -- �" e I' :_ f GRANULAR FILL ----- - 413-- - ENERG)" ENVELOPE KEG- ----- — Ny WALL/FLR./CLG. IN5UL. - - _- 4,,�4`"" •.�G^•° ,{,� _ ----- _ --- b hNv�Y�N✓rQ 3 — - — - - -- — Ld --- --- - FOUNDATION INSUL. ".'# (SEE SHEET 'G' FOR INSULATION VALUES) PEAS No. 421-AD FIELDVERIFY . ......... ........_........................................................................... .............. .................................................. WINDOW REC OW RECESS m >I .............. .. ...... ..... ..... ....................... ............................................................................ ................. _ =� 12 RA Q 12 0 ` \ r �.J I yl z F.B. \ FIELD VERIFY ((�� O z !> FINISHES WITH -1 ft) 111 Q HOMEOWNER � � O III � � T - F.B. - -- Olu ... .................. . . ........... .................... ...... . ... ... ........ .......... _ O IQ LL I Q � TV DL � ly luz i . < � a v ST o NIN KIT: FANTR1' � I: INC / hI C-x l� E3T�I 1„ILIp _ :.............. i ( � o FIREPLACE 'I � m I _.... . ..... .................... ......... .... :' , 2 X FRAMING MEMBERS ; ;. ! k�-� O .:.. PLANS ACING)(SEE PL FOR SI S v R ZE P Y J ---- B LIVING- - FIREPLACE UUALL .................................................... - -- - -- UNFINISHED _ _ 5,45E M ENT MAY 2021 r -- 4' CONC,SLAB ON 6 MIL SECTIONS MOISTURE BARRIER ON 4' GRANULAR FILL _ --- -- - - DRAWING NUMBER _- -- BUILDING SECTION - -- --= SCALE : 1/4' = I'-0' IT 1HI IE ENERG r ENVELOPE KEG' o WALL/FLRJCLG. IN5UL. ~ V FOUNDATION IN5UL. ® IE ® (SEE SHEET 2 FOR INSULATION VALUES) 1111 1l�LICENSE NUMBER: 11 THESE PLANS ARE BASED UPON THE ORIGINAL DESIGNN 1259 _ COPYRIGHT© 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN (� WERE GRANTED, BY LICENSE, TO (END USER). 211-�" 0 TARA GERAGHTY z 705 GUS DRIVE FIELD VERIFY FIELD VERIFY O V I _ EAST MARION, NY 119 3 9-14 0 7 SITE: TBD IL 2X OVERFRAMING O AND THEIR DESIGN PROFESSIONAL (AGENT). ERIC J HARMON / UNLIMITED OPTIONS INC i/8' DIAMETER THREADED ROp 12 W (TYPICAL-4) 11909 8LAN E, MN CENTRAL AVE 55434 NE 9�� //\� � (n() v 763-390-5942 WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY •' '\ (2) 1.75 x 16 LYL STRUGTURAL RIDGE - RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE 3 3 LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR / I� , SUPPORTING THE DESIGN, IN ITS REVISED FORM \ 1211 Masccrd prepares its Plans carefully for use by its Customers However, adaptation of the Plans to meet specific state and local 2x4 COLLARS building codes and regulations, and specific site conditions, is the N responshlitty of the contractor. In addition, Masoord will not be \ ...... .... . . ..................._ .......... ... ..................... .. responsible for any damages relating to the accuracy and overall , i me nt of the Plans in excess of the license fee paid for their \ \ r Ocv gy p r use. The contractor, therefore, must carefully inspect all ® ' — tllmensions and details in the Plans for errors or omissions. /� THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS / W � u RIDGE SUPPORT TRUSS u� N SEE EXAGGERATED SKETCH Q X (BEFORE AND BEYOND SECTION - TOTAL OF 2) # ® ':....... ...................................... RAFTER: (4)-1.75 x 9.25 LVL a 0 VAULTED CEILING JOIST: l3)-175 x 725 LVL 4n Q \ USE (4)-1/8' DIAMETER N.D.GALV. THREADED RODS WITH H.p.GALV.WASHERS AND NUTS AT EACH ENE) Ix & >lo 61 m:l o F8 rn ELD VERIF FIELD VERIFY �S• CEILING JOISTS SHALL BE CUT AT AN ANGLE TO IELD vERIF 1' 1 FIELD VERIFY A� P. e o L6 3 12 12 MATCH ROOF SLOPE WITH ZERO CLEARANCE 12 (2)-2xf0 WITH 1/2' STEEL FLITCH PLATE 12 N F$. —t3 BETWEEN. 31— � F$. Qo= _.60 t s 9 F.B. 2NF$. ILL PLYWOOD 'ACX" L "ACX' PLYWOOD ;\/ ': s o a g ?� PLYWOOD PLYW00 £'t r��s og "� SOFFIT Q SOFFIT O SOFFIT SOFFIT - _ V a.ao to a N m M 1.9�if oar Pis �» M ° d °• Is Q ` EXAGGERATED SKETCH _ QLIVING 0 V ASSEMBLE TRUSS MEMBERS BY ALTERNATING RAFTERS AND CEILING JOISTS. / - °" gas N DECK M6TR 5 4TH W.C. F0"'EI� �, N a eo =gee 9g - W X Ff Ro VT PLACEMENT ORO PLACEMEIDED ° ON O NER SIpED FASTENERS AOF RUSLL IS IS MIRROCTLY R THIS DETAIL. X D IN IN� FRM X £ a � 9 As g Q N - $; - ........................ N N ;sit °°c U PfRONT _ .......... .... ................ ... .. ................. .. ... .. ........ �'`f�,� Q Q z 26 G.I.GA. `� 26 G.I.GA, �`Y:� sg a FLASHING FLASHING a�o� 12 , ��-, (SEE PLANS FOR SIZE 4 SPACING) PATIO �K (SEE PLANS FOR SIZE E SPACING) s o°a TIO - 'gf »_ s -- -- - -- - _-- (VERIFY EXTENT) - -- ---- -- r(VERIFY EXTENT) a �; o � 0> II 9°s ag• g � r �1 c GRADE GRADE J Z - -- - - - -- - -- UNFINISHED _ ,' - UNFINISHED s... . o� + -_.__---- J`'., - - _._ :' "•--_-_ -. 4' CONC.SLAB ON 6 MIL - -- = ' -- --- -- - - - -- ' -- -- - --- ------ 4' CONC.SLAB ON 6 MIL --_ MOISTURE BARRIER ON 4' - ___ ---_ _ - ---- MOISTURE BARRIER ON 4 7: V -- -- - ------ ------- -_ --GRANULAR FILL GRANULAR FILL -- _ . ---- - - _ ----- ---- { ---------- ` - ----- w m z z __------------- -- -- ---- -- - - - - BUILDING SECTION JY---- 7 z - - Itu SCALE : 1/4' = I'-0` v N r z L Oz Paz UT 'A ® O m <d, BUILDING SECTION o o > \D< Y SCALE : 1/4' = 1'-0' I, D z� p 7- I III 21'-0' f+` c \jRE��et�sa•e.�,,., FIELD VERIFY \ 2x12 NON-STRUCTURAL RIDGE W E (2)-12" x LENGTH UNDER ROOF SHEATHING x I/2 THICK �.� '�• ,, n43k ��,,� \ 12 51=5 PLYWOOD GUSSET AT EACH DOUBLE RAFTER ATTACH TO RAFTER WITH 6d COMMON NAILS AT 2' LLJ Fbl.A•• 9 ON-CENTERED STAGGERED AS SHOIIfN WITH 1' EDGE C:3 ., •'' �����' ® i DISTANCE ALL AROUND. j PLAN No. Q U COMMON ROOF TRU55 421-AD X X RAFTER: DOUBLE 2x10 AT 16" ON-CENTER w ® VAULTED CEILING JOIST: 2x8 AT IV ON-CENTER e o USE (2)-5/8" DIAMETER H.D.GALV.BOLTS WITH o H.D.GALV.WASHERS AND NUTS AT EACH END Q m 12 r 3 O3' OII (10. 43 IELD VERIF �! FIELD VERIFY 2X OVERFRAMING 12 31 F.B. 12 l � O„�I V F$. t 3 >I — I A. o ? ))/z" "ACX' 'ACX' PLYWOO PLYWOOD ' (� (ij W l-] SOFFIT SOFFIT - O w - � O - O S I LIVING / .................. , o DECIK MUD fiR1„I 1=A1„f. ENTz�' UTILITY I. .I X DIN INCH fiRM X r 1=fi�'ONT 5/4 x6 DECKING PERPENDIGULAR TO JOISTS N N (2)-8d THREADED NAILS OR p i I 0 � OD SCREWS AT 26 G.I.GA. _I O ............................. ................. OLI (2)-No. 5 WO n 2 X'FRAMING MEMBERS 2 X FRAMING..MEMBERS ::::: ::'::':":'::::::; :: ; ;' #1-. EAGH SUPPORTING MEMBER FLASHING -� (SEE PLANS FOR SIZE 1 SPACING) (SEE PLANS FOR SIZE d SPACING) [R5o7.7] PATIO -- -- --- --- __-- - -_-- ---- -- (VERIFY EXTENT) -- - - ----____ - -- - - - -- 0 -- - - _ -------- m LU FLOOR JOISTS SEE FOUNDATION PLAN (SEE PLAN FOR SIZE) - ------- L� In v UG35 PRESERVATIVE TREATED ---- -- ------ —_ `� ........ ...... ... Y GRADE ------ --------UPLIFT GONNEGTION5: G518 GALV. COIL STRAP - - , ---- - - ---- ---- -- - --- ?:.:::::""""""':::"""'"::::::: ------ --- O USE (2) AT EAGH POST -_- -- -- - - .,:' '.- - ----- --_ UNFINISHED --- ------ 1�L (4)-IOd NAILS AT EAGH END ----- -- .• •n tf1 4x4 WOOD POST --------- - 5ASEMENT ------ - UG3B PRESERVATIVE TREATED ----- ---- -- '� PB44 HOT-DIPPED GALV. ------ - ---- _ - --_ - r 4 CONC.SLAB ON 6 MIL - ' ------- - -- 4' CO NC,BASE ANGHOR ------ -- --- - -- •' MOISTURE BARRIER ON 4' __----_- ----_ MOISTURE N 14' MAY 2021 . •. ---_--- NC SLAB ON 6 ' • =__ ---------- STURE BARRIER 0 -- -- ---- GRANULAR FILL - - - ----- - - -- ---- -- -- a GRANULAR FILL 12"<P x 61-0" HIGH P.G. GOLUMN WITH (2)-#4 VERTIGAL REBAR ON _ _ _ - -- _ SECTIONS 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EAGH WAY, --1 �- _—- - --- ------ — --------------—----- REBAR 4" ABOVE BOTTOM ---------------- ----- _ - -- � FLOOR BEAM (SEE PLAN FOR SIZE) BUILDING SECTION BUILDING SECTION - - UG3B PRESERVATIVE TREATED ASSEMBLE WITH TWO ROW5 OF IOd NAILS SCALE : I/4' I'-0' DRAWING NUMBER 16" O.G. ALONG EAGH EDGE [R507,5] �A SCALE : 1/4' = 1'-0" F7T H B ri C 0LILIE C T 1 0 N LICENSE NUMBER: 120369 II1IIII- I_ III THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 _ COPYRIGHT(r) 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. 00 PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN O WERE GRANTED, BY LICENSE, TO (END USER) TARA GERAGHTY 705 GUS DRIVE _ EAST MARION, NY 11939-1407 SITE: TBD -------- ————— -- ----- O AND THEIR DESIGN PROFESSIONAL (AGENT), r r----- --- �---------, �------------ I_ —___—�--------------� 1—____—__ .L_______ ERIC J HARMON / UNLIMITED OPTIONS INC i I I ?I Q� 11909 CENTRAL AVE NE I 1 1 1 1 1 1 1 ll.l BLAINE, MN 56434 Q� 763-390-5942 WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY '7*L 121 �e 19�-�II 11'-�' O� 1 I 1 I 1 1 1 1 RETAINED BY ZAN MASCORD DESIGN ASSOCIATES, INC, THE 2 X 10 R.R. 2 X 10 R.R. I E I 1 I O LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR I I/ I I/ -- I 1 1 r] C 1 I L� SUPPORTING THE DESIGN, IN ITS REVISED FORM 1 1 16' O,G. 16" O•C. 1 1 Mascord prepares its Plans carefully for use by its Customers. 1 1 I r I 1 1 However, adaptation of the Plans to meet specific state and local — ___ building codes and regulations, and specific site conditions, is the respons ibllrty of the contractor. In addition, Mascord wd! not be responsible for any damages relating to the accuracy and overall 1 1 W 1 1 I 1 O integrity of the Plans in excess of the license fee paid for their X 1 1 Q�• 1 use, The contractor, therefore, must carefully inspect all dimensions and details in the Plans for err 0ls or omissions. 1 I II r I 11 I Q THIS STAMP TO BE DISPI AVED ON Al_L REVISED DRAWINGS I I 1 1 1 1 V 1 1 1 _ ■ I I I 1 1 —-I 1 (VERIFY ROOF CLRNC) O x4 I I I I I 1 1 TYP.ALL DORMERS I ) 4r� 1 1 1 1 1 1 LJ l 1211 12 ko0 U w I X_ I e � I � 1 I ° -Z. I I I ImoF-1 . 1 O 1 n I ;ego oFB, o f u4 PITCH TRANSITION LINE I 6, - I Q PITCH TRANSITION LINE w 1 I I I LI i N 10 z 1 :s; U_ z 1 I I LT---� I I �• � s $ 3 J I i w - ;$sue j z z I I 1 L--------- I I M —T --- u m w I IIIm I I I a£aa 2 0 � PITCH TRANSITION LINE I 1 `tYL I 1" I Icn I I I ;as _s in N F1 Nr O L—__ z I_� I eI 1 N I— O I I I r--- --� I tnl I - - - - - - - - — _® — IN I I _r 1 I I X r2---J I I —__--- I ( + I (2)-1.75 x 16 LVL STRUCTURAL RIDGE ® +- 1 1 1 1 N 1 1 I I gs = _____ N 1 1 1 L_____ co"a$ ;it N I L----- Q }-I I - - I+ Q 1 1 1 �1 sr° � =�s- vi I r-----D-------- ---- 1 I 1 I... I I 2 X 12 RIDGE 5D, 1 1 €o�,° 3 LU rn ......_.................. 1 ----- €� w 111 i w -----------� �I l I� 1 1 I 9 1 1 1 1 „B1 >!°� �� a UO I I I -- ------____-- PITCH TRANSITION LINE N I I s:- _° Ef > - - <_� N I 1 1 I I I I ��o'o Legg $' co f ..........1 L`J I -------- I I I _1 ; 0................. L...��_ �/ 1Q... ... ... . .... ... .. p .........I._1 1 I r--------� fir---- C I I I �g�$ °€� �« a o�- I I I [Y PITCH TRANSITION LINE i PITCH TRANSITION LINE (� i 1 V L 1 1 I Sm- ° nY �, - 1I I I rn z 6l O I z '^ I I 1 1 I I €° z WO I I I I I '1 O I O 11 „f I I 1 1 I -�Sre$eo ; oa ,: yp X_ 1 A 4 N i naa Y'ES 'o �LLl t I I 1 I 6 I 1 1 `��$ � 8€ g7 n¢ U I 1 1 w -------� C 'H Q w I I / 2 X10R.R I 16 O.C. I 1 1 sg ='x g Z I I I I (VERIFY ROOF CLRNC) I �� p 0 , _� _J I I j �;�o� � e g z I I a i G x4 I I — L------ I I s €t< e a 8'-0'± {E TYP.ALL DORMERS O X I rk I °KV € o X 1 1 sg€ 80 r 1211 12 1 9 ® I _12 I II I -______________ ' JJ - 1 ------------ ---_ 1 1 1 I I 11 ,, 11• 1 1 I 12'-0" 19'-0" 12'-0' _ I X 1 1 V i I I �.. , ' 1 1 I I �I � _ J "n I I O I 1 1 — I I F_ ---------- � � �- I I 1�lJIL� �0 �-�--M r 1 1 1 1 1 I I 1 (n I Z Z IIICI ----------r---------------- ------- --------------------T----------------------------- --------- -------�------------------� I1 1 I v z � lU II I ------- ---------------- U--------------------- —L---------------------- L—L----------------1—C--------------- I I F� d d z QC I I X I > Q I------- I----- T J / 2 X 10 R.R. / 2 X 10 R.R. 1 I (—� - -1 O w I I �_ 1 1 1 1 16' O.G. J 1 --7 16' O,G. I = ZO Z I I I I �• 1 1 r--- I I O L J I I Q 1 1 Lr--- I 1 1 �-H � 0 2 p- z II 11 II I 11 0. r I I jI 1 1 t L �• dl W l I 1 1 I rJ �1 I < ^O O 1 / 2 X 10 R.R. / _ 2 X 10 RR, I j n----J L---- -----J 1------------- v , z Q (� 6' O.N.ITYP.) 16' O.C. / IC" O.G. 1 I < -7 U.N.O. j I I I I I I 1 1 1 1 I I I Q� -i b ... ---L-- —————— --1------------J �00� ��AMING PLAN - NOUS� L----I-------------L-- ---1---------------- z 01 ° - r SCALE : I/4' = I'-0" i,00F DE5I6N NOTES " ~ THIS ROOF HAS BEEN DESIGNED TO SUPPORT CEDAR SNAKE ROOFING MATERIALS AND COMPOSITION ROOFING OF VARIOUS TYPES. THE TABLE BELOW DESCRIBES IN DETAIL — ————————————————— s I r------------------ ---- 1 tit �►.l.off^ THE ASSUMPTIONS MADE IN THE DESIGN OF THE ROOF STRUCTURE OF THIS BUILDING. s I I I I Q � FGy+a ROOF LIVE LOAD (SNOW) 30.0 PSF 3.25 PSF AVE.(WET) ` a- FRAMING MATERIALS: 2.0 PSF I I T I 'e's..+t,..•„• SHEATHING MATERIALS: 1.5 PSF 3825 PSF ACTUAL REQ'D I I 1 , C' I I I I I I Q' MISC.MATERIALS: 1.5 PSF 6,15 PSF SAFETY FACTOR I 1 I I 1 1 I PLAN No. ROOFING TYPE DRY /WET .45 0 PSF TL 421-AD MED SHAKES 2.0 /325 PSF HVY SHAKES 3.0 /4,0 PSF GYPSUM MATERIALS: ADD 2.0 PSF SHINGLES 2.0 /325 PSF FOR VAULTED AREAS (COVERED IN COMPOSITION 2.5 /3.0 PSF SAFETY FACTOR) I 1 \ I I I — NOTE: HIPS,VALLEYS 4 RIDGES SHALL NOT BE LESS IN DEPTH I I O THAN THE END CUT OF THE RAFTERS (FIELD VERIFY ALL 1 I I I 1 dj CONDITIONS) I 12 12LEGE '' I 1 O N COMP/SHAKE ROOF i 9 o D MAXIMUM SPANS 11 I O 0 4 X 4 WOOD POST FROM RIDGE PER 2004 W.W.PA.TSL.RR-29 1 (HIP OR VALLEY)TO WALL BELOW "2 D.F.L/240 z 1 1 I I I Vlll �« (MIN.(2)2 X 4 REQ'D AT WALL 30'ILL 4 15'DL - ' « BEARING POINT) SIZE SPACING SPAN 1 1 C1 I I '� 1 V m W 2X6 12' O.G. 13'-2' 1 1 I 16" O.C. 11'-5' 1 1 X ' 1 1 24' O.G. V-4' 1 1 N PITCH 2X4 PURLIN WALL TO BM,OR WALL 2X8 12' O.C. 16'-8' SITION LINE BELOW,(FRAM'G AT 24' O.C.) 16' O.C. 14'-5' (� I �! 1 1 I 8 t— W 1L 24' O.C. il'-9° i / 2 X 8 R.R 2 -8 R.R. X B�R.R I V N O 7- SHADED AREA NOTES ROOF 2XIO 12' O.C. 20'-4' 1 I 16" O.C. 16' I I IV O.C./ z FRAMED OVER RAFTERS BELOW 16' O.G. 17'-8' 1 1 I I 0 24' O.C. 14'-5' I I I I 1 1 X -j 2X12 12' O.G, 23'-1" ®Q� DOWNSPOUTS 16" O.C. 10'-5' 1 1 12 1 24' O.C. 16'-8' 1 1 1 1 3 10 Om 6" O.N. (TYP.) v U.N.O. I L----� O IL I I I i OS IL ----- ----------------------------------� I I-- -----1------------ ----------------------j w� arc MAY 2021 ROOF PLAN f200F FLAMING PLAN - GA;,)AGF- \NWNSCALE : 114' = 1'-0' DRAWING NUMBER T H 3 z C 0lL12CTR0N LICENSE NUMBER: 120369 I' I 20-0, THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259© O f 20-�" 3 COPYRIGHT 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. 3-�Y PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN v o —j TARA GERAGHTY z a/ -- - - -- - --- -- E GRANTED, Y LICENSE, TO )END USER) 705GUS DRIVE O i EAST MARION, NY 119 3 9-14 0 7 I I I SITE: TBD AND THEIR DESIGN PROFESSIONAL (AGENT) R , N F ERIC J HAM--l 1ON CENTRAL UNLIMITED E NE IONS INC j V BLAINE, MN 55434 (n 6 ! = 763-390-5942 ((� F24J- -7 'V WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY cv RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE n/ ! LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR SUPPORTING THE DESIGN, IN ITS REVISED FORM, `` I----� Mascord prepares its Plans carefully for use by its Customers _ However, adaptation of the Plans to meet specific state and local N building codes and regulations, and specific site conditions, is the Q r� responsibility of the contractor, In addition, Mascord will not be N V responsible for any damages relating to the accuracy and overall d 1 Integrity of the Plans In excess of the license fee paid for their I / use The contractor, therefore, must carefully inspect all — 1 dlmen sions and details in the Plans for errors or omissions,s ons. 1!1 THIS$TAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS I /x� I I I � I I 22 X 30 I j ATTIC ACCESS S 3 g E o i I 4" C )NC.SLAB W/6 X 6 10/10 W.W.M. F a N � � ,n I — — @ ON 4' GRANULAR FILL. n 12 12 - '£ =" o `o r r 19/0X26/0 i s n r co m 9 s°�� ` ° No I I II -A rands LL r, �.. 12 12 'S as a 5 s o g t CD 3 �— j j m I ',2 X 6 CJ. 2 X 10 G.J. F s Sip, t i 12 0 16' O.C. �e y S `- S U s91ayy tits j r go O N ti y'`r 5Ue° g5 E W m S � e Q z �S a z J 8" POURED GONGRETE FOUNDATION STEM WALL W 4 UPON 16" x 8" Ht GONTINUOUS P.G. FOOTING E�>s. go o r- - -^- - -J $aa;� a S. Dui +� MINIMUM 3'-0" BELOW GRADE o` o v a a -, ---- - 24 ---- --- BgE.a = �s OS J z _1 ootlF a o ------- ,--- - - -- -- ------ - ------ - - - - - --- - - - ggs o IS $ v th � �s � BLOCK Ol•i'f'«,�OR --- ' 3/0 r00o 6' 23'-0' GARAGE FLOOD PLAN FOUNDATION PLA I:�EA� ELEVATION FRONT ELEVATION m tu SCALE : 1/4 I-0' SCALE : 1/4' = I'-0' SCALE : 1/4' = I'-0" SCALE : 1/4' = 1'-0' z � ILI) Id I fjzw }- N r O— UJI Oz Paz 4 ; mV- < < o z LIJ z � t,t cam '` IC4 ° '{;•"�,,, RED CEDAR SNAKE LU ROOFING R r ` a ° r^ ROOFING CEDAR SNAKE G. I.GUTTER 2 X 8 FASCIA L = yt.t,e � �\ G. I,GUTTER ON 2 X 8 FASCIA a �,-q. . Ly •<ooa� . C/W DOWNSPOUTS(6�E ROOF PLAN) C/W DOWNSPOUTS(SEE ROOF PLAN) '�, •,•#""' a�;;q�° 12 12 L CEDAR SHAKE SIDING CEDAR SNAKE SIDING m PLAN No. 9 5/4 X CEDAR CORNER BDS. 5/4 X CEDAR CORNER 5DS, 421-AD 9 \ j \x 18 LVL FLUSH HEADER —12 rt3 �n USE s�' TYPE 'X' GYP.BD. C dJ ON ALL CLGS,,WALLS k (2)-1.15 18�5 LVL HDR WINDOW HEAD EXPOSED STRUCT,MBRS. WINDOW HEAD OO � ` I V O I � � O 7 O lu u � Ld oW � 4' CONC.SLAB W/6 6 10/10JIII W.W.M.ON 4' GRA LAR FILL. — — — — FIN — — — — — — _ _ _ _ FINISHED FLOOR 0 LI N O _ _ _ _ D FLOOR � zm LEFT SIDE ELEVATION f:�IGNT SIDE ELEVATIO BUI DING SECTIONN SCALE : 1/4' = 1'-0' SCALE : 1/4' = 1'-0' u SCALE : 1/4" = I'-0' 0 tL MAY 2021 GARAGE PLAN DRAWING NUMBER ( NOTE5 INDEXED TO THE NOTES INDEXED TO "2020 RE51 DENTI AL CODE OF 2020 ENERGY GON5ERVATION GO",I5TRUGTION NEW YORK 5TATE O GODS OF NEW YORK 5TATE RI01.1 UNIFORM CODE: All work shall conform to the New York State CONTINUOUS LEDGER BACKER R101.5 COMPLIANCE: This building was designed and shall be constructed Uniform Fire Prevention and Building Code - Iq NYGRR and publications FLASHING AND CAP 'Z' to meet the 2020 EGGCNY5. Both REScheck N.S. Department of Incorporated by reference therein. FLASHING (PER CODE) ID TABLE R402.4.1.1 -2020 Energy) and REM/Rate (Noresco) computer software was utllitzed to AIR BARRIER AND INSULATION demonstrate compliance. All mandatory provisions of the 2020 R1052 BUILDING PERMIT: A building permit shall be Issued by the Town 'SIMPSON' LUS26 W/ INSTALLATION EGGGNYS - Res►dentlal Provisions are In force. prior to the start of work. A copy of the building permit and °SD9112' FASTENERS O O - INSULATION INSTALLATION approved construction documents shall be kept on-site until project FLR SHT'G NAILED z (X COMPONENT AIR BARRIER CRITERIA completion. , CRITERIA Ri0522 WRITTEN STATEMENT: To the best of my knowledge,belief and p �' 6'MAX O/C TO DECKING MATERIAL � V l A continuous air barrier shall be installed in the professional judgement,these plans comply with the Energy Code. JST W/ 'DTT2Z' (SEE PLANS) �I ' CLOSED-DELL SPF R106.3 DESIGN PROFESSIONAL: A Certificate of Authorization is filed with p �i building envelope. Furthermore,as a RESNET certified rater (I.D. No. 26143cl'T), I certify The State Education Department entitling D'Amoro Engineering and Air-permeable insulation shall not be used as that these plans comply with the Home Energy Rating System (HERS) 11-1 General requirements The exterior thermal envelope contains a a sealing material. program. A signed certification of compliance with the HERS program Surveying, P.G. (Designer) to provide professional engineering O continuous air barrier. services. However,the Designer has not been retained to provide (HERO) will be submitted of the constructed building to demonstrate construction engineering,supervision nor inspection,and therefore is Breaks or joints in the air barrier shall be sealed. complione. The air barrier in any dropped ceiling soffit shall be not responsible for work performance of the builder. The builder shall GYPSUM BOARD immediately notify Designer, in writing, If there Is any discrepancy found aligned with the Insulation and any gaps in the air R301.1 CLIMATE ZONE: 4A Suffolk, NY CONTINUOUS BEAD OF Ceilin rattic barrier shall be sealed. The insulation in any dropped ceiling/soffit between field conditions and plan dimensions,especially with regard to g shall be aligned with the air barrier. existing construction. N SEALANT Access openings,drop down stairs or knee wall R4012 COMPLIANCE: This project complies with 2) Section R405 - W O Simulated Performance Alternative,and the provisions of Sections FLOOR JSTS doors to unconditioned attics aces shall be sealed. P R3012.1 WIND DESIGN: in accordance with Figure R3012(5)B, wind design SIMPSON 'DTT2Z (V GYPSUM BOARD Cavities within comers and headers of frame R401 through R404 labeled "Mandatory." is not required. This building Is designed In accordance with the wind (SEE PLANS) DECK JSTS (SEE PLANS) Q The junction of the foundation and sill plate shall be walls shall be insulated by completely filling provisions of the 2020 RCNY5. the cavity w ith a material having a thermal Mandatory requirements: i�, ul sealed_ R40r3 CERTIFICATE. Builder to post per Code. NOTE: ALL HARDWARE s HDG THREADED ROD resistance of R3 per inch minimum. p R3012.12 PROTECTION OF OPENIN65: This buildingIs not located in a W/NUTS AND WASHERS CONTINUOUS BEAD OF Walls The junction of the top plate and the top of exterior R402.4.1 THERMAL ENVELOPE: To be tested 4 verified to 3 AGH by Windborne Debris Region. TO BE COMPATIBLE W/ walls shall be sealed. Exterior thermal envelope insulation for HERS rater. See Table R402.4.1.1 in lass. g P.T.2 X 10 LEDGER W/(2) SEALANT P P.T.MATERIAL } _ framed walls shall be installed in substantial R402.42 FIREPLACES: Factory built with UL 12-1 doors. Knee walls shall be sealed. contact and continuous alignment with the air R402.43 FENESTRATION: See window/door schedule R3012.4 FLOODPLAIN: This building Is not located In a flood hazard area. LEDGERLOK 'FMLL358' OR GONTINUOU5 MINIMAL barrier. R402.4.4 FUEL-BURNING APPLIANCES: All room heatingand hot EQ. 9 16' O/C (U.N.O.)MIN EXPANDING FOAM AT WINDOW The space between window/door ambs and R301.5 LIVE LOADS: Minimum uniformly distributed live loads: Attics without ' PROVIDE 9 EA EDGE OF DECK 13/4' EDGE DIST.(TIP TO UNIT PERIMETER Windows,skylights and doors P 1 water heating appliances to be direct vent with both Intake and storage 10 pelf,Attics with storage 20 psf,Balconies 4 decks 40 psf, (MIN 2 REQ D) framing,andskylights and framingshall be sealed. exhaust piper, Installed continuous to the outside. Rim joists Rim joists shall include the air barrier. Rim joists shall be insulated. R402.4.5 REG55ED LI6FfTIN6: IG-rated and labeled as having an Rooms other than sleeping rooms 40 psf,Sleeping rooms 30 psf, EXTEND FULLY BEYOND so co MEETS ORSC 4 I.RG.FIG.5m1.23 INSIDE FACE OF RIM BD) $g 0) Floorframin cavity insulation shall be Stairs 40 pelf tt e o WINDOW UNIT 9 tY air leakage rate of not greater than 2.0 cfm per Code. €� �;a g o installed to maintain permanent contact with R402.5 MAX. U-FACTOR 4 5H6G: See window schedule. s g" ° N the underside ofsubfoordecking- R403.1 CONTROLS: See laps for thermostat Information. R30110 ROOF LOAD: Roof Design Load Is based on the greater of the /��/ II }-� s$$� $'� E `° o Alternatively,floor framing cavity insulation p Ground Snow Load (20 psf,applied per AECE-1) and projected roof DECK L E DGE fR �T-Tf U.N.O.) Ro ae. _•€ t� o 0 Floors including cantilevered floors The air barrier shall be installed at an exposed y g tY R403.32 DUCT SEALING: All duct joints shall be mechanically $«e!< <9 g y p shall be in contact with the to side of live load per Table R301b. Span table design corresponds to the 30 3 . _ 1 o E and floors above garages_ edge of insulation. P fastened and sealed with duct mastic sealant. Apply mastic to �4 - I' 0 + € sheathing or continuous insulation installed duct seams. psf ground snow load column to account for unbalanced load `o 4 ;x 9; R403.33 DUCT TESTING: A duct air-leakage test Is not required conditions. $� �� g on the underside offloorframin and =� + ° o° 3 GONTINUOU5 MINIMAL extending from the bottom tothe top of all under exceptions I and 2. ' Ill. - EXPANDING FOAM AT WINDOW rimeterfloor framin members. R40335 BUILDING CAVITIES: Framtn cavi;les shall not be used as R301.8 NOMINAL SIZES: Dressed lumber dimensions specified on these ;; ` 1 am UNIT PERIMETER Exposed earth in unventedcrawl spaces shall be Crawl space insulation,where provided ducts or plenums. g plans are nominal sizes. Engineered wood dimensions (LVL,PSL, earb -'IsA $ Crawl space walls covered with a Class I vapor retarder with instead of floor insulation,shall be R403.4 MECHANICAL SYSTEM PIPING INSULATION. Insulate I Joists,glu-lams,etc) are actual dimensions. €Qgi a VIA overlapping joints taped. rmanentl attached to the walls- mechanical s stem pip►ng carrying hot water to an R-value of not Or a gel o Duct shafts, utility penetrations,and flue shafts less than R- R302.1 FIRE-RE515TANT EXTERIOR WALLS: All exterior walls and °s Shafts,penetrations opening to exterior or unconditioned space shall be R403.5.1 HEATED SERVICE HOT WATER (5F+H) CIRCULATION SYSTEM: projections shall be located at least 5 feet from lot lines and are not HANDGRIP SECTION lilts tit] �g z o sealed. Fire-reslstonce rated. i : ° ; N Not In project. BRUN I i2 4 2' �-$ -$s -9d ; Batts to be installed in narrow cavities shall R403.6 MECHANICAL VENTILATION: ERV continuous ventilation �'* '� $:€ '+ = w°f be cut to fit or narrow cavities shall be filled s stem s ecifled In the tans exceeds the minimum efficacy of 12 R302A FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR WALLS AND ...... a B os�$ a < CONTINUOUS BEAD OF Narrow cavities with insulation that on installation readily p p y CEILINGS: sum wallboard Is a Glass A finish In vin a F51 = 15 'b� s:' 00 SEALANT conforms to the available cavity space- R403.? HVAC EQUIPMENT: Sized in accordcnce with AGGA Manual J (regd max. 200) and a SDI = O (regd max. 450);and complies with a„� s $$ m Garage separation 9 P garage and Manual 5. Code. OR TERMINATE 6 NEWEL POST = ' �'=fr t8 • a Air seal n shall be provided between the ara e a <Z and conditioned spaces. o HANDRAIL ENDS SHALL RETURN * -18 r g r 6 Z o R403A MULTIPLE DWELLING SYSTEMS Not applicable R302.10 FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION: OR SAFTEY TERMINAL ° Recessed light fixtures installed in the building Recessed light fixtures installed in the R403.q SNOW MELT: Not in project. g e n ¢ GYPSUM BOARD Recessed lighting thermal envelope shall be sealed to the finished building thermal envelope shall be airtight R403.10 POOLS AN SPAS: Not in project. Exposed Insulation that Is not Installed In concealed spaces having g$ g ° s o 0 surface- and IC rated. R403.11 PORTABLE SPAS: Not 1n project. substantial contact with cavity surfaces shall have a F51 < 25 and a s = g€ sg € In exteriorwalls,batt insulation shall be cut R404 LIGFfTIN6: Builder to Install high-efficiency lamps In at least SDI s 450. See plans for exposed Insulation values. CONTINUOUS BEAD OF neatly to fit around wiring and plumbing or q0% of permanently Installed fixtures. Y < ADHESIVE Plumbing and wiring insulation that on installation,readily R302.11 FIRE BLOGKI46: Use approved material to fireblock around all 1 S"s-s"g d�a o ¢ 5 conforms to available space,shall extend R405 SIMULATED PERFORMANCE ALTERNATIVE: This method was used to penetrations of the floor and ceiling planes,and where otherwise li ' PART. U NOS HANDRAIL °" �a 9$$" °i $ Z CONTINUOUS BEAD OF behind piping and wiring- show compliance with the Energy Gode. REM,'Rate software was used specified by the 2020 RGNYS. Z 8 BD B LL E �g� �g ,£ a 3 SEALANT The air barrier installed at exterior walls adjacent to to model the bulldin erformace - see 2020 IEGG Ener Gost TREADS GLUED 4 SCREWED z Shower/tub on exterior wall showers and tubs shalt se aratethe wall from the Exterior wails adjacent to showers and tubs g P - P Compliance report provided with Permit Application RE heck was R302.12 DRAFTSTOPPIN6: Not needed for this project. (INSTALL AFTER ROOF ON) BALLUSTER OR shall be insulated. P p P �P shower or tub. used to model the building performance based on national standards - PARTITIONS ° gel R302.13 FIRE PROTECTION OF FLOORS: Not needed for thisproject The air barrier shall be installed behind electrical see REGcheck Compliance Certificate and Inspection Checklist (VERIFY STYLE) 2" GL05ED-GELL SPF Electrical/phone box on exterior walls and communication boxes. Alternatively,air-sealed under Exception 4. m provided with Permit Application. p boxes shall be installed. R302.14 COMBUSTIBLE INSULATION CLEARANCE: Recessed luminaires shall ¢ SHOE RAIL FOR ' HVAC supply and return register boots that --�; penetrate building thermal envelope shall be sealed be IC-rated I/A/W NI102.45 with separation from insulation per listing. (MAX,) BA LLUSTERS HVAC register boots to the subfloor,wall covering orceiling penetrated LU b the boot. R308.4 HAZARDOUS 6LAZIN6 LOCATIONS: Tempered glass or other NOSING OF TREAD . approved safetyy glazingmaterial shall be Installed in and adjacent to � ... 10" tv\ Where required to be sealed,concealed fire door oriels;witht 60 Inches of wet surfaces;and at locations where M CONTINUOUS BEAD OF sprinklers shall only be sealed in a manner that is p (MIN. 10) SEALANT recommended try themanufacturer. Caulking or Concealed sprinklers shown on the plans. GYPSUM BOARD other adhesive sealants shall not be used to fill O voids bet veen fire sprinkler cover plates and walls R30q.1 6ARAC-E FLOOR SURFACE. 6ora a floor shall be 5-inch thick 2 X 12 STRINGER gg A J-q I W orceilin s. poured concrete sloped 1/4-Inch per foot toward vehicle entry ((� ju m Z IV doorway. 2 X BLOCKING z ILI z < 4 � za R310 EMERGENCY ESCAPE AND RESCUE OPENINGS: It Is the builder's - - -1 1W O _J W responsibility to verify that window units supplied the manufacturer 'SIMPSON' LS50 EA.SIDE = - dJ z LU CONTINUOUS BEAD OF p y pp by �a Q - z / SEALANT comply with he dimensional requirements for emergency escape and lie' PLYWOOD RISERS _ N f- 0 rescue openings where required. x Z LU 'S 2 z GONTINUOU5 MINIMAL (3)2 X 12 STRINGERS p- 1GI IU EXPANDING FOAM AT WINDOW R3113 5TAIRWAYS: Interior stairways shall be pre-assembled wood units. fI� J ^ O UNIT PERIMETER The maximum riser height shall be 8-1/4 Inches and the minimum tread 5i8' TYPE "X'G.W.B. ® < } Q depth shall be cl inches,plus nosing where required. Provide handralls per Code. p g q 7YP.UNDER STAIR PROVIDE MIN. 36' CLEAR Q d WINDOW UNIT (OR R312.1 GUARDS: Walking surfaces more than 30 inches above grade,and 6'pIA.MAX WIDTH AT STAIRWAYS V i Q WEATHER-PROOF DOOR) steps leading thereto, shall have guards that conform to Code. t < Q TAIL R312.2 WINDOW PALL PROTECTION, Windows with sills less than 24" above S I A f � �E finished floor and greater than •72" above grade shall be protected SCALE 3/4" = 1'-0" per Code. GONTINUOU5 MINIMAL R314 SMOKE ALARMS AND HEAT DETECTION: Interconnected smoke (� EXPANDING FOAM AT WINDOW alarms,carbon monoxide alarms, and heat detection alarms shall be a Installed at all locations shown on the plans. "i UNIT PERIMETER R315 CARBON MONOXIDE ALARMS: Install at all locations specified on \s'S :0- the plans. R511 WOOD DECAY PROTECTION: Lumber specified In the plans as pressure preservative- treated (P.T) shall be In accordance with 6�: " f �,,."`7 GONTINUOU5 BEAD OF ,- •�t �i � n AWPA Ul for the Intended use and location. Fasteners shall be 11.FASTENING SCHEDULE: SEALANT hot-dipped galvanized steel,stainless steel,silicon bronze, copper or BLK'G BETUEEN CEIL JSTS OR t�TO TOP e 4-Sd BOX(211/2'xO.113') TCE NAIL 1/2" diameter or greater steel bolts. CLG JST TO TOP B 4-8d BOX(2 1/2'x0.113") FACE NAIL LLB CLG JST LAPPED AT PARTITION 4-10d BOX(3'x0.1257 TOE NAIL R401.4.1 GEOTEGHNIGAL: Footings and foundations shall rest on W' GEIL JSTS TO RAFTER PER TABLE 8025.119) FACE NAIL EA..RFTR GYPSUM BOARD g ���. ►."a+ undisturbed soil with a minimum load-bearing valve of 2000 pelf. DOLLAR TIE 7o RAFTER 4-10d Box l3'x0.I287 TOE NAIL La.J , Visual) graded soils that have this load-bearingg value Include 6W d R4FTER/TRU65 TO fE 3 Ibd BOX(3 2'x0.135') END NAIL d CONTINUOUS BEAD OF 6P-gravl and sandy gravel;6M 4 6G-silty ondcloyey gravel;5W 4 RAFTER To RIDGE/HIP/VALLEY(MIN.29 3-Ibd BOX(3'/2'x0.135') 12'O.C.FACE ADHESIVE SP-sand and gravely sand;5M 4 5C-silty and clayey sand. Unsuitable STUD TO STUD s INT5ECTING WALL CORNERS Ibd BOX(3i1/2'x0.135') IV O.C.EA.EDGE subsoil material encountered during excavation shall be excavated and BUILT-UP HDR 2X MEMBERS Ibd COM(31/2'x0.162') TOE NAIL PLAN No. CONTINUOUS BEAD OF replaced In-situ with s/4" crushed stone to a minimum depth of 8 Inches CONT.HDR TO STUD 5-8d BOX(211/2'x0.113") 12'O.C.FACE 421-AD SEALANT WIND COMPLIANCE PATHWAY NOTES or AOBE. p TOP B TO TOP IP 2-Ibd COM(31i2'x0.162') FACE EA,SIDE DBL.TOP P SPLICE 12-Ibd COM(31i2'x0.162') IV O.G.FACE R402.2 CONCRETE: Basement walls,foundation walls,exterior walls and SOLE 1E TO JST,RIM OR BLK'Cs Ibd COM(31i2'x0.162') ENE)NAIL 2" CLOSED-GELL 5PF WIND DESIGN STANDARD: 2020 RGNYS other vertical concrete work exposed to the weather shall be air TOP OR BOTTOM E TO STUD 3-16d 5OX(311/2'xO.135') FACE NAIL ULTIMATE DESIGN WIND 5PEED: OBTAINED FROM entrained stone concrete with a minimum compressive strength of f'o TOP E LAPS 6.CORNER/INTERSECTION 2-16d COM(3i112'xO.162') m htt s://hazards.atcouncll.or FOR THE PROJECT LOCATION: =3,000 psi at 28 days. Porches,carport slabs and steps exposed toTOE NAIL Q p 9 the weather,and garage floor slabs shall be air entrained stone JOIST To SILL,TOP E OR GIRDER /_2 x . 4'O.C.TOE NAIL N 41.15510 W 12.2548° concrete with a minimum compressive strength of Pe,=3,500 psi at 28 RIM JST OR BLKG TO SILL OR TOP ie $d BOX 121i2'x0.1139 a EA 5EAR'G O WIND DESIGN 15 NOT REQUIRED IN ACCORDANCE WITH FIGURE clays. ,� 2'SUBFLR 7o JST/GIRDER 3-Ibd BOX(2ii2'x0.135°) m EA BEAR'G O R301.2(5)B 1' 2'PLANKS(P,4 B FLR AND ROOF) 3-Ibd BOX(21i2'x0.1359 END NAIL 0 R403.1.4.1 FROST PROTECTION: Exterior footings and foundations s,stems 0 RIM JST.TO JST. 3-Ibd COM(3i1/2'x0.162') 24"O.G.FACE TOP 4 ° MEAN ROOF HE16HT 15 NOT GREATER TH,NN 30 FEET [TABLE shall extend below the frost line, Le.,to a minimum depth of V-0' BTM 4 STAGGERED CONTINUOUS SILL SEALER - �OI.2(3)] below finished grade. BUILT-UP GIFOERSBEAMS(2'LAYERS) 10d BOX(3'x0.128') N g 6 EDGE/12'FIELD � O }- FULL HIDT44 OF SILL FXF05URE GATE6ORY: EXPOSURE B R404.1 7 BAGKFILL: Backflll shall not be laced against foundation walls a 3/' 1/7'WOOD STRUCTURAL PANELS ad GOM(2i/2'x0.i317 6'EDGE/12'FIELD r Z p '4 WOOD STRUCTURAL PANELS ed GOM(211/2'x0.1311) V EDGE/12'FIELD O COMPONENT AND CLADDING LOADS [TABLE R301.2(2)] DO NOT until cured a minimum of 7 days. Brace top and ttom of wall during Pis'-hi4'WOOD STRUCTURAL PANELS 10d COM(3'x0.148') T EDGE/P FIELD Q ~ j�� FOUNDATION WALL REQUIRE ADJUSTMENT GOEFFIGIENTS [TABLE R301.2(3)1 backflll placement. 1/2'GYPSUM WALL/CLG.BD.(UN.O.) 111/4'TYPE 'S'/'W'SCREW T EDGE/1'FIELD ttj W MAIN ROOF UPLIFT CONNECTION FORGE = 14a plf (24'-0" roof R502.1 WOOD FLOOR FRAMING: Load bearing dimension lumber shall be 5j8'GYPSUM WALL/CLG,BD.(UN.O.) 15%'TYPE 's'/'W'SCREW - fJ V -3 span 150 mph pitch less than 5:12) [TABLE R802.11] Douglas fir-larch No. 2 or better. Laminated veneer lumber (LVL) shall SEE TABLE R602.30)FOR ADDITIONAL FASTENER ALLOWANCES � r O O GONGRETE SLAB ' ' WALL-TO-WALL UPLIFT CONNECTION FORGE = Sq pif have a minimum Fb=3,100 psi and modulus E=2.0 x 10 b. a WALL-TO-FOUNDATION UPLIFT CONNECTION FORGE = 641 plf Rbo2 WOOD WALL FRAMING: Load bearing dimension lumber shall be O !X p UPLIFT METAL FRAMING CONNECTORS AZE REQUIRED AT TOP Douglas fir-larch No. 2 or better. Studs shall be a minimum No. 3, W p v O OF ALL BRACED WALL PANELS [RE025.5]. standard or stud grade lumber. IL R'702.3 6YP5UM BOARD: All interior walls to be covered with)i" gypsum z board;taped,spackled and panted;unless otherwise noted on plans. n, < (X 0 1 K- OL v TABLE R301.2(1) R703.6 WOOD SHAKES: Wood shakes shall be installed over I" by 3" O (n � F- \ CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA horizontal furring strips in accordance with Table R103b.1,Table '"� v =t R-103.6.30U,Table R703b.3(2),or manufacturer's instructions for high-wind re�lons. The horizontal furringg strips are to be installed O GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER FLOOD AIR MEAN over I" by 4 vertical furring strips at f6" on-center. Vertical furring O SNOW Speed To o ra hlc Special wind Windborne DESIGN Frost line DESIGN UNDERLAYMENT FREEZING ANNUAL strip fasteners shall have a minimum I" penetration Into wall studs. All O m LU NOTE: IT 15 THE INTENT TO PROVIDE FORA Topographic p Weathering Termite TEMP REQUIRED HAZARDS INDEX TEMP steel.furring strips and shakes shall be fastened with Type 316 stainless V CONTINUOUS AIR BARRIER ALIGNED WITH THE LOAD (mph) effects region debris zone CATEGORY depth THERMAL ENVELOPE. THIS DETAIL SHOW5 V TYPIGAL METHODS OF AIR-SEALING U51NO 20 psf 128 None No No B Severe 36" M to H 15 °F Yes None 599°F-DAYS 51.0° F R802.1 WOOD ROOF FRAMING: Load bearing dimension lumber for J VARIOUS BUILDING ELEMENTS, APPROVED rafters, trusses,roof beams and telling joists shall be Douglas TH15 NEW RESIDENTIAL STRUCTURE UTILIZES O ADHESIVES AND SEALANTS. FRAMING MANUAL J DESIGN CRITERIA- Central Islip fir-larch No. 2 or better. PRE-ENGINEERED WOOD GONSTRUGTION IL GONFIGURATION5 NOT SHOWN, SUCH AS IL GANTILEVER5 AND STAIRWELLS, SHALL BE Winter Summer Altitude correction Indoor design Design temperature Heating temperature Reg 06 ROOF VENTILATION: Soffit vents shall be provided with a minimum FOR FLOOR FRAMING AND ROOF FRAMING. SEALED IN A 51MILAR MANNER TO PROVIDE FOR Elevation Latitude heating cooling factor temperature cooling difference net free ventilating area of X50 of the area of the vented space within A CONTINUOUS AIR BARRIER ALIGNED WITH THE the soffit. Attic is unvented. THE OWNER SHALL NOTIFY THE TOWN AND THERMAL ENVELOPE IN ALL LOCATIONS. 25 ft 41° North 15° 99% outdoor DB 85° 1% outdoor DB 0.999 70°F 75°F 55°F AFFIX THE ABOVE 51ON IN ACCORDANCE Rc[05,2 ASPHALT 5HINOLE5: Asphalt strip shingle wrappers shall be WITH TITLE Iq NYCRR PART 1265 Cooling temperature Wind velocity Wind velocity Coincident Winter Summer labeled to Indicate compliance with ASTM D�158 Glass 6 or H,or Daily range - A5TM 0-5161 Glass F,and shall be fastened in accordance with the MAY 2021 difference heating cooling wet bulb humidity humidity manufacturer's instructions to achieve that rating. Use a minimum of six 10°F 15 mph 7.5 mph 72°F Medium 16°F to 25°F N/A 50% (design) _ nails per strip shingle. Use stainless steel nails when building within 3,000 feet of saltwater. RI006.2 AIR SUPPLY: All combustion air for factory-built fireplaces shall NOTES be provided from the exterior of the dwelling In accordance with the UL listing. DRAWING NUMBER TlH[ Z z ~ 0 C 0II, L3 C T 1 0 N LICENSE NUMBER: 120369 11I I 1�I111_I��II V z THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 0 to COPYRIGHT C 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. 9511 PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN WERE GRANTED, BY LICENSE, TO (END USER); 0 U Q TARA GERAGHTY 15'-0' 60'-0" - 20'-0' Z 705 GUS DRIVE EAST MARION, TBD NY 11939-1407 1'_61 1'_61 gi_�" tj1'-0" 4' 10" 8'-10" �p'-tL" O } SITE, AND THEIR DESIGN PROFESSIONAL (AGENT): 31_pe 1 5'-3" S. 1 32'-6" 1 10'-5' 1'-4' 1 O ERIC J HARMON / UNLIMITED OPTIONS INC I I 5'"2n L 31_Sn I, W - O 11909 CENTRAL AVE NE BLAINE, MN 55434 n 1 V 1 7s3-3so-5sa2 _ ( 6' WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY I I I Z RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR SUPPORTING THE DESIGN, IN ITS REVISED FORM I I I I I I I W Mascord prepares its Plans carefully for use by its Customers, However, adaptation of the Plans to meet specific state and local I I I N building codes and regulations, and specific site conditions, is the responsibility of the contractor. In addition, Mascord will not be responsible for any damages relating to the accuracy and overall I O O integniy of the Plans in excess of the license fee paid for their use. The contractor, therefore, must carefully inspect all I I I I STEPS TO Ll f p dimensions and details In the Plans for errors or omissions. THIS STAMP TO BE DISPLAYED ON ALL REVISED DRAWINGS GRADE I — I LEGEND I I I I I I I I o W I e €ga $ 0) RECESSED LIGHT I co �€ :o o g o n RECESSED DIRECTIONAL I I I I I g Cy I � LIGHT FIXTURE RAI6ED WOOD DECK I , ��;`� 1-:� <_ , o E WALL-MOUNT LIGHT O I I I I I O 9 � 5 Pi a ;LL ag;a a °_n �r33s �ES� � o,to ✓v`d'i✓','v`wY'v'YvyvV✓vy- - - — vYvvvvvV'r`vv"J✓YvY'/ I S n g` a �:a g rn �} SURFACE-MOUNT LIGHT y' -- -- -- — -- - 9" 16'-6' 13'-I" 10'-4" y `_lv.''r/✓v'rx M;'Y't eY XxY'dv'rvv✓v`, uCv`v'v,NV `✓dv�^N✓!xV Ni tv''./.PY�r Sa S S • S `In 6X12WDHDR I I- R. # S. R. 45, o� ss € s o r ---- - ----------- a a M FLOOD LIGHT 0 I I 2 e I STRUCTURAL BRACKETS § $ s a I Sao TO SUPPORT ROOF AWNIN3 I I I { I I �I( I �I SURFACE MOUNTED (TEMPERED)MULLED Z , FLUORESCENT $ $3 e gj_._ a LUW?N (✓/✓ v'dv'v✓vY's 11 [L Z S <0 G l9 CLGJ „ - — — 1- — — — — — — — — — — — — — — -I I— — — — — — — — — — — — -} I— — — — — — — — - I I— — — — — — 5 3Y o0 ® RECESSED EXHAUST FAN O 6 X 8 B�1 6 X 8 BM 6 X 8 BM r6 X 8 BM 6 X 8 BM ❑ N $. g g o �, I© I I I I III III 2 °��Et toil I = �o VENTED TO THE EXTERIOR FREE-STAND G '�' I I I I I I 11 GA TUB w .y "` I I � l2)-1.15 x 11015 LVL HDR I I (2)-1.15 x 205 LVL HDR I I E I I BIB j 3 BILCo �; a�S a'g z a CEILING FAN O I STAIRS ..aa o z C✓ z _l3) 5 x 11.815 LvL HD -- Y D�0 I I 'Y6 - - - - - - - - - - I I 6 - - - - - - - I I +� _ M1 - 4 X 10> HDR I 1 I T g g$ e w o y + + 12/0 X 12/4 zl TO BSMT �' ggs abf t VAULTED -- -- — — y✓ (y'f{r'f dyxv'i vY�✓Y Y' <YY v'✓ V'1'r V'!vY✓Y`dY4VVYYuY' Y'Y✓rvN✓Y✓YJ� _ —_ ^1YvY'r'v'Y`vV'd✓V,NvV , Y" WV`r,"/Y'`('�Y`rNY'!Y`tY`YY�`l} lg CLG.) G- a DUPLEX OUTLET } p - sr - - T - - - _ - - - - - - - - - - --- - - - - - - - - g :g o I IASTI\ `� - - - - - - - - +6 I L-,- r ,-_ T-T _ 4 _- -fib+ - �r D+a SHELVES ._n $� �� s .$p o CEILING MOUNTED c 20 cfm GONT. 2 X 6 CJ. i I — — — — I I I t �o_ �1-�° 14/0X18/0 —'-1- - - - i - - - - - -- - -'-I I 1 J �80�A $ a + N DUPLEX OUTLET _. 0 TO ERV 16' O.C. i '. I Ox4 DORMER Bo ���a a g [MI5o5.4J I I I (2)-2x1O WITH 1/2' 220V OUTLET _ �13 - ¢ ( SINK UD 1 _ : •-E z ❑8 I I STEEL FLITCH PLATE I I -i = I -� `91 ' s'p Is a a 3 00 0 V I 5 :o 8 $� g J z z 2 X 10 C.J. I VAULTED { I 0 0 a Pill g £ 2 < �, FLUSH FLOOR MOUNTED — I I I I f I x 10 `� PANTRY `" I 16" O.G. ? � � g $ OUTLET(VERIFY LOCJ (� IN IN C > k I I 1 I (9' CLGJ t TELEPHONE OUTLET = 3/6 X 5/0 I T I IT ED SH 32/0 X 20/0 4 DATA OUTLET -I r 10' 8' 6 i" I I � TELEVISION OUTLET I I °' l v l I U I m l I SHELVES I - SPEAKER LOCATION O - - - w I HA SMOKE /CO DETECTOR(SEE co g InI ICI O ❑8 < 11� O O "GENERAL NOTES' FOR OTHER - - 50 cfm i N i T i N i �I z 1 22 X 30 I M v LU m F- V SPECS) 5 'v _ - - - v W R. 4 S. ® u�u> a ATTIC > r a _'7+ 0 F'E � ------ u °o `� �p z cn 5 I - °° 20 cfm GONT. ON JtJd J ZBEARING POINT LOCATION - - - - - — — lg' CLGJ I` B -' m TO ERV --��(9 CLG) 20 cf G T. �(PROVIDE SOLID BEAR'G - r I i - r [M1505.4] oI' 0 " x 1 [Mi505 4] D - J W 0 J WfLIL h� 6 6 4'-8" I I, 2 -4"� I 0" 8'-10" ZWMIN.OF MEMBER WIDTH UN.OJ I �? I p I � " 1Ixl i5/0 TUB - Q P 0 z VAULTED I of I I l w i r� I I 4 d z JJ-A POINT LOAD FROM ABOVE I _ - _ 1-0 I I _ _ ❑8 W/SHWR W 1 I t 0. T- Z 111 - I I x I I Q �= I n= I I F I �, I `� my jy to 0 4 X 4 POST FROM ROOF HIP, -a VALLEY OR RIDGE DOWN TO I 216 O.G.J L� _ 71 "� I cci I I I_ I I I II II I 25 cfm GONT. (� ��� I I� = z 8 <;: ® < BEARING POINT ON WALL BELOW co r, I 22 X 30 I -� I I x I I I I. I I TO ERV (9 CLG.) 1 I B v z 0 } (MAX.OF 45°FROM VERTJ >. I ATTIC -v 1 I I 1 I I I I - IN Q d [M1505.4] I IX Il z La ACCESS 0 I I (2)-2x10 WITH 1/2 I I i (9' CLG.) BEARING WALL SUPPORTING I I I . I I STEEL FLITCH PLATE - I ) f - - - I I I G x4 DORMER I I I 1 STRUCTURE ABOVE I I 1' . I "� - -O - - I 1 I REF 0 1 IS I O �? M5 - 4X10 =-�T--_- - -_'-�_ = M5 - 4X10 4 X 10 HDR. m BEARING WALL INT. I II -'-� HDR _23 DOOR 4 OPENINGS W/MIN (2)2 X s ---------_ - - _14- - - x - - -fT - - Y' rY ` A''r ` - - - - - - - - - - - L-N I P1JJv'lvIY1hY' t,`1 r,(/J! (', NvY r4VrP ` Ptv "/ Ni''h N `v4YlM �P%ra`1r !d"A Yrl r vP!'r' r"v'(r'v'd•rYvr`v rM`rvrrvPd 'v`Ndr! P!Yl�rrJlv`PJYrr' •`vr' v`/Pi Aj/, Nr SUPPORT EA END (UN.O.) I vJ I I D DRYER EXHAUST � OM5 - 4X10 O O I F MI502 Y A U * I � [ ] - DROPPED STRUCT.MEMBER ;r R. 4 S. O FI\OI V FORC1-t I _ j 2 - BEARING WALL ' e x PATIO I = �I I I 12/0 X 12/8 # z ,R•«4.C• PR"'�V (��'=E,1 ----------- (. (VERIFY EXTENT) 6' 31 g' 3' 5'-2° 11_4" I I fg' CLGJ � � . �l > Ln TRI LE C.J.UNDER KNEEWALL v 0 I I I I T :r•2s 4n M4 - & X10BM M4 - 6X 0BM M4 - 6X10BM _ M3 - 6X10 M - -_ _ � -� -8° ❑ 8' 4" z ——————-_——— B_ o� M3 6 X 10 BM I rt wt *..— I­—z ___ i - - I I I �1 I 2 X 10 C.J, 10'xl0' BOX BM 16 O.C. ''* ENERGY ENVELPFE KEY — — — — - � � 1 � � 2 X CEDAR � - ; WRAPPED ii POST ( e VvYrrvv'v✓v`'r�s W/ PG6Z' ITYP.) I O WALL/FLR./CLG. INSUL. � I I I I I FOUNDATION INSUL. VAULTED j I I I O @ Il I:� 12 @ J PLAN No. (SEE SHEET 2 FOR INSULATION VALUES) r �} > T " r 13-I I - HOSE 42 I-AD .9 1 ' 2' 14' I 14' 0 " 9'-0 8'-11' ----- BIBB I -- 14/0 X 11/0+ Ir y R45. G.O. DET LOCATION G 0° 2'- _ o CARBON MONOXIDE ALARMS SHALL BE rr LOCATED IN EA.BEDROOM AND WITHIN 15 eC Irk t x FEET OUTSIDE OF EA.BEDROOM DOOR, HOSE -s 1 `� a D WN 14 ISE S BIBB 6 X 12 WD DR { O AT EVERY FLOOR LEVEL W/BEDROOMS � rrYvNlvvv'rYvwYvr'Yv�v`'rdvv - - - YVYv,'✓✓rvvyYvvY°lvv vvvvw Y Ar✓✓,Yv✓✓':.Nvv';"v;'YYY\^1G'v`'vw✓� v`r✓ Nuv rrti- _`vY" vvr.dvY d`'✓ �;`rv✓YYY`vrti O i LLJ 4 z I©'-0' m W FIREPLACE DISCLAIMER 60'-0" 20' 0" SEp 1 0 2ii2r �' o o U� Q o FIREPLACE INSERT TO BE INSTALLED PER w MANUR SPECS. FIELD VERIFY ALL SIZES, 951 011 U / O FRAMING,VENTILATION, 4 CHASE L;�;e�.sr,f,onnr;�"'-nicnt V 0 a O REQUIREMENTS,CONTRACTOR TO MAKE T v:r ® +�- W p PROVISIONS AS REQ'D PER MANUF. UY �D C� 5 C H ID l�L U = 0,3 0 5 H G C = 0 3 DOOR5 C ULE O_ \ a � 0 Z MARK ANDERSEN PRODUCT MARK n X v 0 MAINF L O O Q PLAN O SIZE DESCRIPTION QTY. CODE SIZE DESCRIPTION QTY" !� ~ SCALE : 114' = 1'-0" n/ 0 A 6'-4' X 6'-5° 2 x 2 LIGHT MULLED DOUBLE-HUNG 400-SERIES 4 TW30ii 1 (2) 3'-0' X 8'-01 EXT.FULL LITE SOLID WOOD FRENCH DOORS I PAIR �!� z m B 3'-0" X 3'-0" 2 x 2 LIGHT AWNING 400 SERIES 3 AXW31 2 3'-01 X 8'-01 EXT. 3/4 LITE SOLID WOOD DOOR 2 N^I o C 3'-2' X 5'-1' 2 x 2 LIGHT DOUBLE-HUNG 400-SERIES 1 TW30410 3 SI-10" X 8'-01 EXT. 3-PANEL SLIDING GLASS PATIO DOOR 1 D 2'-2' X 4'-g' 2 x 2 LIGHT DOUBLE-HUNG 400 SERIES 1 TW2046 4 12'-0" X 0'-0" EXT. 4-PANEL BI-PARTING GLASS PATIO DOOR I E il4" X 4'-5' 2 x 2 LIGHT MULLED DOUBLE-HUNG 400-6ERIES 1 TW3042-2 5 2'-a' X 8'-0" INTERIOR RAISED PANEL H.C. DOOR 1 IL F 6'-4' X 6'-1" 2 x 2 LIGHT MULLED DOUBLE-HUNG 400-SERIES I TW30510-2 6 3 -0. X 8'-0' INTERIOR RAISED PANEL H.C. DOOR 3 G 3'-5" X 2'-0' 3 x 2 LIGHT PICTURE WINDOW 400-SERIES 8 .A351 1 (2) 2'-1 X 8'-0' INTERIOR RAISED PANEL H.G. DOOR 2 PAIRS H 4'-0° X I'-6" AWNING WINDOW (BASEMENT) 100-SERIES ISo 100AS4016 g 2'-6° X 8'-0' INTERIOR RAISED PANEL H.G. DOOR ro g 2'-4" X 8'-0° INTERIOR RAISED PANEL H.C. DOOR 1 10 2'-6' X 8'-01 INTERIOR RAISED PANEL H.C. POCKET DOOR 1 MAY 2021 11 (2) I'-6° X 8'-0" INTERIOR RAISED PANEL H.C. DOOR 4 PAIRS 12 (2) 2'-6" X 8'-0" INTERIOR RAISED PANEL H.C. SLIDING DOOR 2 PAIRS 13 3'-0" X 6'-8" INTERIOR RAISED PANEL H.G. DOOR I MAIN FLOOR PLAN 14 2'-8' X 6'-8" INTERIOR RAISED PANEL H.C. DOOR I 15 3'-01 X 6'-51 EXTERIOR METAL RAISED PANEL DOOR 1 16 3'-01 X 8'-01 EXT. 1/2 LITE METAL DOOR W/ SELF-CLOSING DEVICE I DRAWING NUMBER 11 18'-0" X 8'-0" METAL OVERHEAD GARAGE DOOR W/ OPENER I 18 3'-0" X 8'-01 INTERIOR RAISED PANEL H.C. POCKET DOOR 1 FF7T H lE F 0 �7 �1� 0 1= 0IL iC ILE CTc ON Q vz LICENSE NUMBER: 120369 Jill _. 11 'M M�I THESE PLANS ARE BASED UPON THE ORIGINAL DESIGN 1259 V/ Q COPYRIGHT(r) 2019 ALAN MASCORD DESIGN ASSOCIATES, INC. O PERMISSION TO MAKE REVISIONS TO THE ORIGINAL DESIGN 10 ,` z WERE GRANTED, BY LICENSE, TO TEND USER): O U O TARA GERAGHTY 95'-0" z 705 GUS DRIVE EAST MARION, NY 11939-1407 SITE. TBD 15'-O" 60'-O" 2O'-O" � (W>� AND THEIR DESIGN PROFESSIONAL (AGENT). O ERIC J H iRMON1909 / UNLIMITED A VE E ITED OPTIONS INC 9_Oe I I 51-0" ( I 10'-0" 10'-O" j -1 BLAINE, MN 55434 ((� 763_390-5942 % ___ r @ 1 - - Z WHILE ALL RIGHTS TO THE ORIGINAL DESIGN ARE FULLY RETAINED BY ALAN MASCORD DESIGN ASSOCIATES, INC., THE ! (2)-2XI0 GDR ! ! //.,�\ ! I //�'q\_� ! //\\ /�,,.^,�� (2)-2x10 CsDR ! I ('\ LICENSEE, AND THEIR AGENTS, ARE FULLY RESPONSIBLE FOR ! t�q-i- !— — -- -F- -0-}- — — — - -�-Q9-j- -�- — —� V la V — - — to '-f'- — — — —I )-!— — — — '�-0-�- — — `! to J- 'r'-- -r - — — -- \ �a �'- — — j T-I — — — — -t-� t251/ --I- — — — —i -® ]L� SUPPORTING THE DESIGN, IN ITS REVISED FORM, L ��� J L__.. I 1 L_`___/ J \••/ J L-`__/-J L__-J I ! `/ �•/ `/ ! ry Mascortl prepares its Plans careful) for us P b its Customers, -__ ;_ __ --_ - � L.---J L._ __J I--__-J L---J L ____._ J L._. __.._ J P Y Y --__ �_-__-. However, adaptation of the Plans to meet s ecihe state and local building codes and regulations, and specific site conditions, is the 9" 6' 2" 6' 2' 6'-2" C -2' 6'-2" 6'-2' 6' 2' 6'-2' res ponsibih ty of the contractor. In addition, Mascortl will not be tF+-•+ O responsible for any damages relating to the accuracy and overall BASEMENT ENTRANCE STAIRS _ Q t! ('(l Integrity of the Plans in excess of the license fee paid for then O use, The contractor, therefore, must carefully inspect all O 2x8 [UG3B] P.T. LEDGER O 8" REINFORCED GONGRETE RETAINING WALL 0 i Q dimensions and details iI me Plans for errors or omissions, - 4"x4" [UG4B] PRESERVATIVE TREATED POST WITH GALV. METAL P05T BASE ANCHOR ON - LL s STAMP 10 ae othe18P vEo ON ALL aEwSeo DRAwiNGs 1/2"m x 4" GALV. LAG 5GREW5 AT 16" o� #4 REBAR AT 12" ON-CENTER EACH WAYTHI co 111 -_ O.G. STAGGERED [R50�.G] `�. 12"� x 6'-O" HIGH P.G. COLUMN WITH (2)-#4 VERTICAL REBAR ON 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM '- STANDARD HOOK AND LAP INTO 20" x 8" # ►`-- �- e OTING. 2 MIN REBAR COVER MAXIMUM SUPPORTED LOAD AT 1' DESIGN DEPTH = 18k IN PRESUMPTIVE 2k BEARING 501L (TYP-22) - N (ENGINEERED DE51C-N) pL _ LL U_ ---_-____-- _-- _.___--0-----.- ---- - r-- - -I - - -_r - - - 1 -- - -I ---- ---- - - ----x x(2)-2x1OGDR I �� I I /� I 1 1 (2)-2xlOGDR -----LLI `�' ---- --- -- -- __ - - - � 1 ES T 3a w o 2x8 [UG3B] P.T. LEDGER ! 05/4 WOOD DECKING PERPENDICULAR TO JOISTSI/2"m x 4 GALV. LAG 5GREW5 AT 16 ! °°$ 3x i��4IS�I� UJOOU DECK .9 O.G. STAGGERED [R50�.G] I ! U J r- � g;agLLEMERGENCY ESCAPE O �€r s 4 E $ANDDERSEN�00 SERIES WNDOW 0eay g i cit s. HIS �« � M GLIDING 4046^ I i Q - - - - -- - - -- - - ------ -- -- - - -- -- - - ------ - - - - . _.. . -- -- ------ - - -- -- - -- -------- - --- 1- 1 I I - o ° 6' P.G. WALLS OR PREFAB. UNIT I I - � I� - - -- --- --- - - - - - - - - - - - - - - - - - - -- - - -- -- -- -- - - - - -- --- -- --- - -- - - - - - - - I f ! e °€: 6" GRAVEL BOTTOM, 6" BELOW SILL I @ z U I I - - - - ` S LADDER PER CODE I I 1 i IV lu -..- - - ---- - --- --- --- - ----- - -- - - - --- - - ----- ---- --I - m O I I - x�€a° o$s5 g ? o I - w L -- - - _ __ u I 11 m 1 €=sg� �g; ———————� _—_————. __—__— _——__—_——— _——__—._——_—- .._.__-__ — N ° ° y _5 0� T"_ J Mgt ' g cW Q I I n=8254 X I I I I I I 1 ! � s�'�g a I (� N Q FURNACE S WATER BOILER u `" ,- Q 1 X I SEE GEN NOTES FOR MIN REQ'MTS. 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F2.4....... 24'x24'xl2' (2) 4 BARS EAU 5,400 * * In BASEMENT SASH SMOKE /CO DETECTOR IS=E O Z 1L� * (EGRESSIBLE) O "GENERAL NOTES'FOR OTI-ER F28... ... ....28'x28'x14'_.......................................N:A..... ......... 1,211 * < IY SLOPE 1/4/FT MIN * * V SPECS) F30 3O'x3. . .... (4) 4 BARS E/U.... 8203 O OPTIONAL OPERABLE SAFETY GRATE *(MUST F36 36'x36'xl3' (4)*4 BARS m 1' O.C.E/W 12,0310 -6 BEARING POINT LOCATION( F42 42'x42'xl2' (5)*4 BARS e 8' O.G.E;w 16,531 * _ BE EASILY RELEASABLE -- OR REMOVABLE FROM PROVIDE SOLID BEAR'G -MIN.OF F48 * 48'x48'x12' (6)*4 BARS 6 9' O.G.E/lU 21koo * O - - MEMBER WIDTH U.N.O.) - ----------------- 36 -- - INSIDE PER R310.4) F54 54'x54"x12" (6)*4 BARS m V O.C.E/W 27,331 * z 13 - - - -_--_-- -- * 6 6O'x6O"xl2" (l)*4 BARS 9' O.C.EAU 33,150* O MIN. F O $$ ----- POINT LOAD FROM ABOVE ASSUMED MIN.4x4 *2 D.F.COLUMN (UN.O. - SEE PLANS) - --------- FOR ACCESS _ PRE-MANUFACTURED I ----------- _ WINDOW WELL SYSTEM - --- -- � xBRIG 6 D.F.F COLUMN FOR MAX. --- * (MIN.36"x36' CLEAR 31�2'x31i2' PSL COLUMN FOR MAX.BR'G(OR 6x6 TO 18,521 *) -- ---- l2)*4� BARS - -- - -- -- INSIDE DIM. d 9$0.FT. BEARING WALL SUPPORTINs 51/4'x51i4° PSL COLUMN FOR MAX.BRG. tL --- __.-----_------- -- (SEE POST-CONN.DETAIL) SOIL B.P.=1,500 PSF ------ CONT.7 # B ---------___-_-- - --- z - PER R310.2) STRUCTURE ABOVE * PROVIDE ESCAPE 4 X 12 HDR. 6 BEARING WA-L INT. LADDER WHERE HGT. X FROM WELL FLOOR TO DOOR a OPENINGS W/MIN (2)2 X I I SUPPORT EA END (UN.O.) ---- - - ' ----°°e ^_- - - GRADE EXCEEDS 44' t L_ e - ---- 4,a 6" P.C.UG4B] URN WITHATIVE VERTICAL P05T HI H ALV. METAL P05T BASE ANCHOR ON z - p 8i= _ ___ (SEE TYP.WALL SECTION) DROPPED STRUCT.MEMBER MAY 2021 -- -- --- 12" COLUMN O L -- CRUSHED ROCK I I BEARING g WALL 24" x 24" x 12" DEEP P.G. FOOTING WITH (2)-#4 REBAR EACH WAY, REBAR 4" ABOVE BOTTOM (ENGINEERED DESIGN) - PROVIDE ADEQUATE FOUNDATION PLAN DRAINAGE DRAWING NUMBER DETA SCALE : 3/4' = I'-O'