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Home My WebLink About50098-Z *of Solo/ Town of Southold * * P.O. Box 1179 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46742 Date: 12/18/2025 THIS CERTIFIES that the building ADDITION/ALTERATION \ Location of Property: 1496 Skunk Ln Cutchogue, NY 119351496 Skunk Ln Cutchogue, NY p y' 11935 Sec/Block/Lot: 97.-3-11.9 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 02/16/2023 Pursuant to which Building Permit No. 50098 and dated: 12/07/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations including a covered porch and 2nd floor art studio with bathroom to existing single-family dwelling as applied for. The certificate is issued to: Steven Silberstein , Ilene Rosenfeld Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-18-0004 10/20/2025 ELECTRICAL CERTIFICATE: 50098 12/03/2025 PLUMBERS CERTIFICATION: George J. Berry Jr 5/12/2025 uthonzed igna re o�Sui c TOWN OF SOUTHOLD ay BUILDING DEPARTMENT TOWN CLERK'S OFFICE o • SOUTHOLD, NY os 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 #: 50098 Date: 12/7/2023 Permission is hereby granted to: Silberstein, Steven 1025 5th Ave Apt 5 GN New York, NY 10028 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 1496 Skunk Ln, Cutchogue SCTM #473889 Sec/Block/Lot# 97.-3-11.9 Pursuant to application dated 2/16/2023 and approved by the Building Inspector. To expire on 6/7/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,591.50 CO-ADDITION TO DWELLING $100.00 Total: $1,691.50 Building Inspector o�,pF SO(/l�,ol � o Town Hall Annex Telephone(631) 765-1802 54375 Main Road G Q P.O.Box 1179 sean.deviin(a-town.Southold.ny.us Southold,New York 11971-0959 ��yOUNT1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Steven Silberstein Address: 1496 Skunk Ln city:Cutchogue st: NY zip: 11935 Building Permit#: 50098 Section: 97 Block: 3 Lot: 11.9 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Peconic Power Systems License No: 45056ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Solar Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph Heat Duplec Recpt 38 Ceiling Fixtures 11 Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 4 Wall Fixtures 12 Smoke Detectors 2 Main Panel Minisplit 2 Single Recpt Recessed Fixtures 40 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt Ceiling Fan 5 Combo Smoke/CO 4 Transformer UC Lights Dryer Recpt 30A Emergency Fixtures Time Clocks Disconnect Switches 3Q 4'LED Exit Fixtures Pump Other Equipment: Mini Fridge, 100A Panel 24 Circuit/ 18 Used, Generator Panel 12 Circuit/6 Used Notes: Two Story Addition w/ Unfinished Basement Inspector Signature: r Date: December 3, 2025 1496SkunkHouseAdd. Town Hall Annex 41 Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959BUMDING DEPARTMENT ® ` i TOWN OF OUTHOLD CERTIFICATION Date: ,5y.1 s Building Permit No. ��DO i Owner: J/��o.�� "�, �n (-!2 &OKYl« . (Please print) Plumber: Leo _ �efry (Please print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. E r (Pl Signature) Sworn to before me this day of 20 Notary Public, ounty VICKI L BERRY Notary Public- State of NeW°York No. 01 BE6070081 Qualified in Suffolk Count Commission Expires , _ apF Souz # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [A/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: CO t -fie, otl wall ✓lG�o kJ i A 5cdl on — 4v i flcju c o n h eG d✓1 ddaJ , AqU-lk 01 ocvM ewt N fvl 01 4ewllMi(40 n Vou"" &— w- 4 env wa-11 s. P40\)J � e- c�oCy P�� aol rtt6,v-- OR- "& U cele�Al 4jdfuss issues above. la(x- DATE INSPECTOR O/1(/1�O��OF SOUTyO� --- --- -.- --- - ------- . V # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [v?'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: F94-441 naY 6/7Z Ale-v Z)4. It u % s 2R6// M-6 DATE -� 3�—oZ INSPECTOR -- o�aOF SOUTyOI OV ` /� �� / l�� ! L AI � o # TOWN OF SOUTHOLD BUILDING DEPT. Cout+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ . ] FIREPLACE-& CHIMNEY [ ] FIRE SAFETY INSPECTION. [ ] FIRE RESISTANT-CONSTRUCTION [ ° ] FIRE RESISTANT PENETRATION [�Q ELECTRICAL (ROUGH) [ ] ELECTRICAL.(FINAL) [ ] ' CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: w T oVk DATE qlqlgq INSPECTOR ' OF SOUIyOIo # # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 I'NSPEC . ION [ ] FOUNDATION 1ST/ REBAR [ ROUGH PLBG. [ ] ` FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: yl DATE INSPECTO �Ov� o�aOFSOUTyO — - h l0 TOWN OF SOUTHOLD BUILDING DEPT. coorm, 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND . . - [VI'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: 5V oA i4, AOK& Asw(&rc_ DATE /0 INSPECTOR laF SO�lyOlo # # TOWN OF SOUTHOLD BUILDING DEPT. courm, 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR. [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATIOWCAULKING [ ] -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: PM41"L -�e_ to�t"Ce-P &d4b,J�CA_k, 0 O-D 4kmj4&2'd DATE 3-e2/ate INSPECTOR OF SOUTgolo ✓`� V `-"L Cd � - l � �� # } TOWN O SOU F THOLD BUILDING DEPT. y , o �i� 631-765-1802 INSPECTION [ ] 'FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [. ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL : ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH)' [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: EJ- J DATE 5 INSPECTOR OF SOUTyO� ,��q &-/ # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ]. FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: CI 4r ct �J vi ,plA DATE INSPECTOR ROBERT I. BROWN ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 info oribrownar chitect.com October 30. 2025 Town of Southold Building Department 0 CT 3 0 '025 µ� Southold,NY 11971 Building Doparterekrc govy'r, of"nouthc)1"i Re: Silberstein Residence 1496 Skunk Lane, Cutchogue NY SCTM# 1000-97.-3-11.9 Building Permit No. #50098 This letter is to confirm the following changes to the as built drawings for the above referenced property, dated Oct. 21, 2025: Ridge Beam shown as 2 x12 is 1-3/4"X 11-1/4"2.0E Microllam LVL Ceiling joists are 2"x 6" @ 16" oc. Porch Girder shown as 2"x 12"is 1-3/4"X 11-1/4"2.0E Microllam LVL Porch beam shown as flush is a drop beam. Please contact me if you have any questions. Thanks you, �PEp ARCy�T 1.SRO pT O� y Rob Brown ' r 1634" yOQ r� T�OF N TM ccxrutrrla . t k ; KNEW GUARDIANSpray Foam Specialest�. _ H __ Radiant Drywall and Insulation Corp. .1ia�7; ` 4 .�. www.PadiantJnsulSystems:rom P 0 Box 899 Middle Island,NY 11953 Phone.631-924-0500 Fax:631-924-4584 ° i= Commercial Lic:Suffolk:36254-H Residential,Lic:Nassau:H1901650000 Certificate of Insulation Zak 10/9/2024 QC Jobsite: Quarty Construction LLC 1496 Skunk Lane P. O. Box 1949 Cutchogue, NY Southold, NY 11971 Radiant Insulation Systems has installed the following insulation items. Please see the locations and values as listed.. Closed Cell Spray Foam installed underside of roof in first floor attic and second floor ceiling 3.5" (R-26) Closed Cell Spray Foam installed at all above grade exterior walls 2"(R-15) Tony Costagliola Vice President 1496 Skunk Lane Residence HVAC Load Calculations for � r 0 CT 3 0 2024 Silberstein 1496 Skunk Lane Cutchogue, New YorkEPEJ f RH-.VA-CW.,,ACLoAos Prepared By: Condon Engineering, P.C. 1755 Sigsbee Road Mattituck,New York 11952 631-298-1986 Thursday,October 3,2024 Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. 1 Rhvac Resrdentral&Lrght Co mm ercral HVAC Loads Elrte Software Development;lne. Condon Engtneertng 1496 Skunk Lane Residence, Matti uck`NY a ._ .._ .. ;'Pa a 2 ?e ©rt G neral'Prole-60r�foirna6 h Project Title: 1496 Skunk Lane Residence Designed By: John J. Condon, P.E. Project Date: October 1, 2024 Client Name: Silberstein Client Address: 1496 Skunk Lane Client City: Cutchogue, New York Company Name: Condon Engineering, P.C. Company Address: 1755 Sigsbee Road Company City: Mattituck, New York 11952 Company Phone: 631-298-1986 Desi ri Data .__— Reference City: Suffolk County, New York Building Orientation: House faces South Daily Temperature Range: Medium Latitude: 40 Degrees Elevation: 67 ft. Altitude Factor: 0.998 Outdoor Outdoor Outdoor Indoor Indoor Grains Dry Buliz Wet Bulb SeLHum BeLHurn Dry Bulb Difference Winter: 10 9 n/a 30% 72 27.56 Summer: 83 71 56% 50% 75 30 Check Figures _ ] Total Building Supply CFM: 1,083 CFM Per Square ft.: 0.508 Square ft. of Room Area: 2,132 Square ft. Per Ton: 713 Volume(ft'): 18,508 -Building t.aads . Total Heating Required Including Ventilation Air: 57,603 Btuh 57.603 MBH Total Sensible Gain: 26,091 Btuh 73 % Total Latent Gain: 9,798 Btuh 27 % Total Cooling Required Including Ventilation Air: 35,889 Btuh 2.99 Tons(Based On Sensible+ Latent) Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM 'Rtivac 'Residential&Light Commercial HVAC Loads Elite Software Development,;Inc. Condon Engineering 1496_Skunk Lane Residence Matfitu&k NY 11952 -. - Pa a 3- Miscellaneous Report Fr yste'MA North-Bedroom Outdoor Outdoor Outdoor Indoor Indoor ut Data Dry Bulb wet_Bulb Re-Hum Rel.Hum ' Dry Bulb Difference II Winter: 10 9 80% 30% 72 27.56 Summer: 83 71 56% 50% 75 30.17 System 2 South Bedroom Outdoor Outdoor Outdoor ;,Indoor 'Indoor Grains Input Data Dry-'Bulb wet Bulb Rel Hum Rel-Hum Dry,Bulb .Difference Winter: 10 9 80% 30% 72 27.56 Summer: 83 71 56% 50% 75 30.17 �Systein 3'Halis;-Bathroorris&'Entry Areas Outdoor. Outdoor`,. Outdoor Indoor- ' indoor :" Grains Input-Data Dry Bulb Wet Bulb R61.86m, Rel.Hum Dry Bulb . Difference Winter: 10 9 80% 30% 72 27.56 Summer: 83 71 56% 50% 75 30.17 System 4 2nd'.Floor,. ;, Outdoor. Outdoor: ''Outdoor' Indoor Indoor Grains Input'Data Dry_Bulb.' wetBulb.: =Rel.Hurri-. ,._Rel.Ham. . ;Dry Bulb ,Difference:. Winter: 10 9 80% 30% 72 27.56 Summer: 83 71 56% 50% 75 30.17 Duct Sizirtg,fnputs Main Trunk Runouts Calculate: Yes Yes Use Schedule: Yes Yes Roughness Factor: 0.00030 0.01000 Pressure Drop: 0.1000 in.wg./100 ft. 0.1000 in.wg./100 ft. Minimum Velocity: 700 ft./min 600 ft./min Maximum Velocity: 900 ft./min 900 ft./min Minimum Height: 0 in. 0 in. Maximum Height: 10 in. 0 in. Outside:Air Data. '. Writer Summer Infiltration Specified: 0.410 AC/hr 0.210 AC/hr 126 CFM 65 CFM Infiltration Actual: 0.589 AC/hr 0.438 AC/hr Above Grade Volume: X 18-508 Cu.ft. X 18,508 Cu.ft. 10,905 Cu.ft./hr 8,098 Cu.ft./hr X 0.0167 X 0,0167 Total Building Infiltration: 182 CFM 135 CFM Total Building Ventilation: 266 CFM 266 CFM ---System 1--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.410 AC/hr(17 CFM), Construction: Summer Infiltration Specified: 0.210 AC/hr(9 CFM), Construction: ---System 2- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration&Ventilation Sensible Loss Multiplier: 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.410 AC/hr(12 CFM), Construction: Summer Infiltration Specified: 0.210 AC/hr(6 CFM), Construction: ---System 3--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier. 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.410 AC/hr(23 CFM), Construction: Summer Infiltration Specified: 0.210 AC/hr(12 CFM), Construction: C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-'Residential&Light COmmem1al HVAC Loads Elite Software-Development;lnc. Condon Engmeerinq ,l��I� J 1496 Skunk Lane.Residence MattitucK'NY"11962 Pa e 4 Miscellaneous Re ort conk _Outside Air Data`" ---System 4--- Infiltration &Ventilation Sensible Gain Multiplier: 8.78 = (1.10 X 0.998 X 8.00 Summer Temp. Difference) Infiltration &Ventilation Latent Gain Multiplier: 20.47 = (0.68 X 0.998 X 30.17 Grains Difference) Infiltration &Ventilation Sensible Loss Multiplier: 68.04 = (1.10 X 0.998 X 62.00 Winter Temp. Difference) Winter Infiltration Specified: 0.410 AC/hr(74 CFM), Construction: Summer Infiltration Specified: 0.210 AC/hr(38 CFM), Construction: CA...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM h ac Residential Light commercial HVAC Loads Elite Software Development,Inc. Condon Engineering Mattituck NY`11952 1496 Skunk Lane Residence . - Page 5 Load Preview Report Sy Net ft.1 Se s Sys Sys Duct n Lati Nett Sen{ Htg Clg Act,Toni /Ton Area Gain Gain Gain, Loss Size CFM CFM CFMI Building 2.99 713 2,132 26,091 9,798 35,889 57,603 515 1,083 1,083 System 1 0.62 458 284 6,359 1,075 7,434 8,215 86 280 280 8x Ventilation 211 492 703 1,635 24 24 24 Humidification 775 Zone 1 284 6,148 583 6,731 5,805 86 280 280 8x 1-North Bedroom 284 6,148 583 6,731 5,805 86 280 280 3-- System 2 0.63 309 195 4,811 2,773 7,584 12,249 97 191 191 6x Ventilation 619 1,443 2,062 4,796 71 71 71 Humidification 1,542 Zone 1 195 4,192 1,330 5,522 5,911 97 191 191 6x 2-South Bedroom 195 4,192 1,330 5,522 5,911 97 191 191 2-- System 3 0.66 565 371 5,484 2,409 7,893 13,922 106 216 216 6x Ventilation 751 1,750 2,501 5,817 86 _ 86 86 Humidification 2,025 Zone 1 371 4,733 659 5,392 6,080 106 216 216 6x 3-East Entry Hall 184 750 82 832 1,184 21 34 34 1-- 4-South Bathroom 35 419 198 617 1,347 23 19 19 1-- 5-North Bathroom 40 405 132 537 1,020 18 18 18 1- 6-Storane Closet 25 107 82 189 538 9 5 5 1- 7-West Hall 88 3,052 165 3,217 1,991 35 139 139 2-- System 4 1.08 1,186 1,283 9,439 3,541 12,980 23,217 227 396 396 8x1 Ventilation 751 1,750 2,601 5,817 86 86 86 Humidification 2,984 Zone 1 1,283 8,688 1,791 10,479 14,416 227 396 396 8x1 8-2nd Floor Bathroom 45 765 344 1,109 4,004 63 35 35 1- 9-Art Studio 1,238 7,923 1,447 9,370 10,412 164 361 361 4-- CA...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon"L6qineerinq 1496,Skunk Lane Residence MattituGc" NY 11 52 Page 6 pact Size Preview Room or Source Minimum Maximurd Rough Design SPI Duct Duct Htg i Clg Act. I Duct Reg Duct Name M^ J !/eloci Y4 Veloci Facto _U10� Loss, Velocity Lengt F_i4w�_.Eloy�t_f Flow f-S,iz, Size System 1 Supply Runouts Zone 1 1-North Bedroom Built-In 600 900 0.01 0.1 475.6 86 28 I 280 3--6 Other Ducts in System 1 Supply Main Trunk Built-In 700 900 0.0003 0.1 630.3 86-26 I 280 8x8 System 2 _ Supply Runouts Zone 1 2-South Bedroom Built-In 600 900 0.01 0.1 486.4 97 191 191 2--6 Other Ducts in System 2 Supply Main Trunk Built-In 700 900 0.0003 0.1 764 97 191 I 191 6x6 System 3 Supply Runouts Zone 1 3-East Entry Hall Built-In 600 900 0.01 0.1 391.6 21 34 34 1--4 4-South Bathroom Built-In 600 900 0.01 0.1 218.8 23=1 19 1-4 5-North Bathroom Built-In 600 900 0.01 0.1 211.5 18 1 18 1-4 6-Storage Closet Built-In 600 900 0.01 0.1 55.9 9 I 5 1--4 7-West Hall Built-In 600 900 0.01 0.1 796.8 35M 13 139 2-4 Other Ducts in System 3 Supply Main Trunk Built-In 700 900 0.0003 0.1 862.6 10611 21 216 6x6 System 4 Supply Runouts Zone 1 8-2nd Floor Bathroom Built-In 600 900 0.01 0.1 399.4 63MI 35 1-4 9-Art Studio Built-In 600 900 0.01 0.1 459.7 1641361 361 4--6 Other Ducts in System 4 Supply Main Trunk Built-In 700 900 0.0003 0.1 712.6 2270 3R, 396 8x10 Summary System 1 Heatinq Flow: 86 Cooling Flow: 280 System 2 Heatinq Flow: 97 Coolinq Flow: 191 System 3 Heatinq Flow: 106 Cooling Flow: 216 System 4 Heatinq Flow: 227 Cooling Flow: 396 CA...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rh yac Residential&Light Commercial HVAC Loads Elite Software DevelopmentInc. MaConauc ENY 11r952 - 1496,Skunk-L tt ane Residence ngi Pa a 7- Tabular Manual D Ductsize Grid Ducts Room(s) t Feeds flow;Diam;WidHei9ell' ;Zones; n 1496 Skunk Lane El 1496 Skunk Lane Residence ❑ System 2-South Bedroom supply Return El System 4-2nd Floor Supply Return CA...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Inc. Rhvac=Residential&Light Commercial HVAC Loads Elite S6flware.Development, Condon Engineennq 1496 Skunk Lane Residence tti :Ma uck-NY 11952 r. ;. Page S Total Building Summary Loads Component l Description Oua oss Area. S Lat Sen :TotaI n L Gain Gain :Gain. Double Pane U=.3: Glazing-U=.3 SHGC=.31, U-value 37 688 0 474 474 0.3, SHGC 0.31 1 D-cm-o: Glazing-Double pane, operable window, clear, 39 2,104 0 2,737 2,737 metal frame no break, U-value 0.87, SHGC 0.67 U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 148 2,751 0 2,087 2,087 SHGC 0.32 1 D-cm-o: Glazing-Double pane, operable window, clear, 58.5 1,088 0 1,907 1,907 metal frame no break, U-value 0.3, SHGC 0.32 8Bc-sww: Glazing-Skylight, Flat double pane clear, small 19.5 895 0 2,817 2,817 curb,wood sash,wood curb, no insulation, plywood shaft, no insulation, horizontal, U-value 0.74, SHGC 0.66 U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 30 558 0 978 978 SHGC 0.32 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 2372.5 8,678 0 2,394 2,394 0.059 R49: Roof/Ceiling-Roof Deck(roofing,,wood, insulation) 1072.5 1,330 0 1,158 1,158 or SIP Panels Supported on Beams, Custom, R49 Insulated Roof, U-value 0.02 R-19: Floor-Over enclosed crawl space, Custom, R19 764.2 1,693 0 219 219 Over Cellar, U-value 0.05 Rigid Foam R-15: Floor-Slab on grade, Custom, Rigid 15 63 0 0 0 Foam.-Below slab, U-value 0.067 Subtotals for structure: 19,848 0 14,771 14,771 People: 8 1,600 1,840 3,440 Equipment: 0 4,049 4,049 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 182, Summer CFM: 135 12,364 2,763 1,185 3,948 Ventilation: Winter CFM: 266, Summer CFM: 266 18,065 5,435 2,331 7,766 Exhaust:Winter CFM: 371, Summer CFM: 371 Humidification (Winter) 19.97 gal/day: 7,326 0 0 0 AED Excursion:.. . 0_ _0 1,915 1,915- Total Building Load Totals: 57,603 9,798 26,091 35,889 Check Frgure5 Total Building Supply CFM: 1,083 CFM Per Square ft.: 0.508 Square ft. of Room Area: 2,132 Square ft. Per Ton: 713 Volume(ft3): 18,508 Building Loads Total Heating Required Including Ventilation Air: 57,603 Btuh 57.603 MBH Total Sensible Gain: 26,091 Btuh 73 % Total Latent Gain: 9,798 Btuh 27 % Total Cooling Required Including Ventilation Air: 35,889 Btuh 2.99 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM [Rhyac Residential&Light Commercial HVAC Loads Elite Software Development,Inc: +II Condon Engineering 1496.Skunk Lane Residence C'Mattitbck.NY 1.1952 ►' Pa e 9 System 9 North Bedroom Summaq Loads I Component Area S - t- en La Sen. Total Description ,., _Quan Loss,, Gain Gain Gain Double Pane U=.3: Glazing-U=.3 SHGC=.31, U-value 30 558 0 252 252 0.3, SHGC 0.31 1 D-cm-o: Glazing-Double pane, operable window, clear, 39 2,104 0 2,737 2,737 metal frame no break, U-value 0.87, SHGC 0.67 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 352.5 1,290 0 355 355 0.059 R-19: Floor-Over enclosed crawl space, Custom, R19 301.2 667 0 86 86 Over Cellar, U-value_0.05_ Subtotals for structure: 4,619 0 3,430 3,430 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM: 17, Summer CFM: 9 1,186 183 78 261 Ventilation: Winter CFM: 24, Summer CFM: 24 1,635 492 211 703 Exhaust: Winter CFM: 24, Summer CFM:24 Humidification (Winter)2.11 gal/day: 775 0 0 0 AED Excursion:-- - ___ 0 0 1,497 1,497- System 1 North Bedroom Load Totals: 8,215 1,075 6,359 7,434 Check Figures' Supply CFM: 280 CFM Per Square ft.: 0.988 Square ft. of Room Area: 284 Square ft. Per Ton: 458 Volume (ft'): 2,552 .itam`Loads ' Total Heating Required Including Ventilation Air: 8,215 Btuh 8.215 MBH Total Sensible Gain: 6,359 Btuh 86 % Total Latent Gain: 1,075 Btuh 14 % Total Cooling Required Including Ventilation Air: 7,434 Btuh 0.62 Tons(Based On Sensible+ Latent) Notes „r - Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-Residential&.Ligot`'Commercial HVAC Loads ".Elite'Software'Development,Inc: Condon Engjneering, 1496 Skunk Lane Residence � ;.. Ma ituck NY :1"1952 Pa a 10 S stem 2 South Bedroom_Summa.ry Loads Component Area Sen,: , Lat' Sen Total Description` . :. , ' .: 'Quan Lows Gain . , Gain Gain U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 45 837 0 699 699 SHGC 0.32 1 D-cm-o: Glazing-Double pane, operable window, clear, 39 725 0 1,271 1,271 metal frame no break, U-value 0.3, SHGC 0.32 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 199.5 729 0 202 202 0,059 R-19: Floor-Over enclosed crawl space, Custom, RI 204 452 0 59 59 Over.Cellar, U-value 0.05 Subtotals for structure: 2,743 0 2,231 2,231 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:47, Summer CFM:45 3,168 930 399 1,329 Ventilation:Winter CFM: 71, Summer CFM: 71 4,796 1,443 619 2,062 Exhaust: Winter CFM: 116, Summer CFM: 116 Humidification (Winter)4.20 gal/day: 1,542 0 0 0 AED Excursion: . 0 - . 0 . .- 419 _ 419- System 2 South Bedroom Load Totals: 12,249 2,773 4,811 7,584 Check Fi tires, Supply CFM: 191 CFM Per Square ft.: 0.979 Square ft, of Room Area: 195 Square ft. Per Ton: 309 Volume(ft'): 1,755 System Loads Total Heating Required Including Ventilation Air: 12,249 Btuh 12.249 MBH Total Sensible Gain: 4,811 Btuh 63 % Total Latent Gain: 2,773 Btuh 37 % Total Cooling Required Including Ventilation Air: 7,584 Btuh 0.63 Tons(Based On Sensible+ Latent) Notes . Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac.•Residential&Light Corn mercial HVAC-Loads.` ~ ' Elite Softwafe Development,,inc.' Condon`Engineedng 1496 Skunk Lane Residence .Matfituck`NY 1.1952 Page 11 S stem 3 Halls Bathrooms & EntT Areas Summaty Leeds Component : Area, Sen Lat Sen Total Qos ' Ga .Description uan Loss. in Gain Gain..:. ,: _ .. �� .. . . 1 D-cm-o: Glazing-Double pane, operable window, clear, 19.5 363 0 636 636 metal frame no break, U-value 0.3, SHGC 0.32 Double Pane U=.3: Glazing-U=.3 SHGC=.31, U-value 7 130 0 222 222 0.3, SHGC 0.31 U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 7 130 0 228 228 SHGC 0.32 8Bc-sww: Glazing-Skylight, Flat double pane clear, small 19.5 895 0 2,817 2,817 curb,wood sash,wood curb, no insulation, plywood shaft, no insulation, horizontal, U-value 0.74, SHGC 0.66 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 326.5 1,194 0 330 330 0.059 R49: Roof/Ceiling-Roof Deck(roofing,wood, insulation) 133 165 0 143 143 or SIP Panels Supported on Beams, Custom, R49 Insulated Roof, U-value 0.02 R-19: Floor-Over enclosed crawl space, Custom, R19 259 574 0 74 74 Over Cellar, U-value 0.05 Rigid Foam R-15: Floor-Slab on grade, Custom, Rigid 15 63 0 0 0 Foam._Below.slab, U-value 0.067 ., Subtotals for structure: 3,514 0 4,450 4,450 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 38, Summer CFM: 32 2,566 659 283 942 Ventilation:Winter CFM: 86, Summer CFM: 86 5,817 1,750 751 2,501 Exhaust:Winter CFM: 116, Summer CFM: 116 ..Humidification.(Wnter).5.52gal/day: 2,025 0 0_ 0 System 3 Halls, Bathrooms&Entry Areas Load Totals: 13,922 2,409 5,484 7,893 Check Fi"ures, Supply CFM: 216 CFM Per Square ft.: 0.581 Square ft. of Room Area: 371 Square ft. Per Ton: 565 Volume(ft3): 3,344 S stem Loads Total Heating Required Including Ventilation Air: 13,922 Btuh 13.922 MBH Total Sensible Gain: 5,484 Btuh 69 % Total Latent Gain: 2,409 Btuh 31 % Total Cooling Required Including Ventilation Air: 7,893 Btuh 0.66 Tons(Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac=Residential A Light Commercial HVAC Loads Elite Software Development;Inc. 'Condon'Engineering 1496 Skunk Lane Residence Mattituck NY 11952 Pa e 12 S stern 4 2nd Floor Summa Loads Component = . Area:. . . , Son ,`Lat = Sen Ta#a1 Description Quan Loss . ' ,- ' .,Gain `.Gain Gain U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 96 1,784 0 1,160 1,160 SHGC 0.32 U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 30 558 0 978 978 SHGC 0.32 R-20: Wall-Frame, Custom, R-20 in Frame Wall, U-value 1494 5,465 0 1,507 1,507 0.059 R49: Roof/Ceiling-Roof Deck(roofing,wood, insulation) 939.5 1,165 0 1,015 1,015 or SIP Panels Supported on Beams, Custom, R49 Insula..ted.Roof, U-value 0.02 Subtotals for structure: 8,972 0 4,660 4,660 People: 4 800 920 1,720 Equipment: 0 2,683 2,683 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM: 80, Summer CFM:48 5,444 991 425 1,416 Ventilation:Winter CFM: 86, Summer CFM: 86 5,817 1,750 751 2,501 Exhaust: Winter CFM: 116, Summer CFM: 116 Humidification.(Winter)8.14.gal/day: 2,984 0 0 _ 0_ System 4 2nd Floor Load Totals: 23,217 3,541 9,439 12,980 Che'ck'Figures ,: �:.. Supply CFM: 396 CFM Per Square ft.: 0.309 Square ft. of Room Area: 1,283 Square ft. Per Ton: 1,186 Volume(ft3): 10,857 System'Loads Total Heating Required Including Ventilation Air: 23,217 Btuh 23.217 MBH Total Sensible Gain: 9,439 Btuh 73 % Total Latent Gain: 3,541 Btuh 27 % Total Cooling Required Including Ventilation Air: 12,980 Btuh 1.08 Tons (Based On Sensible+ Latent) Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM }Rhvac:=Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon Engmeerinq ° 1496'Skunk`Une'Residence Matthick NY 11952 Ra a 13 ment Data - System 1 - North Bedroom Cooling System Type: Air Source Heat Pump Outdoor Model: MUZ-FS12NA Indoor Model: MSZ-FS12NA Outdoor Manufacturer: Mitsubishi Indoor Manufacturer: Mitsubishi Nominal Capacity: 12,000 Adjusted Capacity: 12000 Adjusted Sensible Capacity: 9960 Adjusted Latent Capacity: 2040 Efficiency: 18.9 SEER, 12 EER Heating System Type: Air Source Heat Pump Model: MUZ-FS12NA Tradename: Mitsubishi Manufacturer: Mitsubishi Description: Heat Pump Capacity: 12,300 Efficiency: This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 6,359 Btuh, Lat. gain: 1,075 Btuh, Sen. loss: 8,215 Btuh, Entering cig, coil DB: 75.7F, Entering clg. coil WB: 63.3F, Entering htg. coil DB: 54.61F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req.cig. airflow:280 CFM, Req. htg. airflow: 86 CFM C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rfivac=Residential&Light Comrrierdal HVAC Loads Elite Softuvare Development,Inc. Condon Engineering 1496 Skunk Lane ResiBence N! ttituck-NY 11952 . �%` Pa a 14 Equpment Data - System 2 r South Bedroom Cooling System Type: Air Source Heat Pump Outdoor Model: MUZ-FS12NA Indoor Model: MSZ-FS12NA Outdoor Manufacturer: Mitsubishi Indoor Manufacturer: Mitsubishi Nominal Capacity: 12,000 Adjusted Capacity: 12000 Adjusted Sensible Capacity: 9960 Adjusted Latent Capacity: 2040 Efficiency: 18.9 SEER, 12 EER Heating System Type: Air Source Heat Pump Model: MUZ-FS12NA Tradename: Mitsubishi Manufacturer: Mitsubishi Description: Heat Pump Capacity: 12,300 Efficiency: This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 4,811 Btuh, Lat. gain: 2,773 Btuh, Sen. loss: 12,249 Btuh, Entering clg. coil DB: 78F, Entering clg. coil WB: 65.8F, Entering htg. coil DB:26.9F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 191 CFM, Req. htg.airflow: 97 CFM C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM :Rhvac=Residential&Light Commercial HVAC Loads ^�� Elite Software Development,Inc: Condon Engmeerinq 'fK�,? 1496 Skunk Lane Residence Matt+tuck 14W11952 _—_ !."' Ra e.15 E ui went Data - System 3 - Halls Bathrooms & Entry Areas Cooling System Type: Air Source Heat Pump Outdoor Model: MUZ-FS12NA Indoor Model: MSZ-FS12NA Outdoor Manufacturer: Mitsubishi Indoor Manufacturer: Mitsubishi Nominal Capacity: 12,000 Adjusted Capacity: 12000 Adjusted Sensible Capacity: 9960 Adjusted Latent Capacity: 2040 Efficiency: 18.9 SEER, 12 EER Heating System Type: Air Source Heat Pump Model: MUZ-FS12NA Tradename: Mitsubishi Manufacturer: Mitsubishi Description: Heat Pump Capacity: 12,300 Efficiency: This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 72F, Sen. gain: 5,484 Btuh, Lat. gain: 2,409 Btuh, Sen. loss: 13,922 Btuh, Entering clg. coil DB: 78.2F, Entering clg.coil WB: 66.1F, Entering htg. coil DB:21.81F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow:216 CFM, Req. htg. airflow: 106 CFM C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-'Residential&Light Co mmercial.HVAC.Loads Elite Software'Development,Inc. Condon Enginee'nng 1496;Skwnk Lane Residence Mattituck NY-i1952 ' '�J% : .' Pa 16 Equipment Data - S stern 4 - 2nd Floor Cooling System Type: Air Source Heat Pump Outdoor Model: MUZ-FS18NA Indoor Model: MSZ-FS18NA Outdoor Manufacturer: Mitsubishi Indoor Manufacturer: Mitsubishi Nominal Capacity: 18,000 Adjusted Capacity: 18000 Adjusted Sensible Capacity: 13860 Adjusted Latent Capacity: 4140 Efficiency: 18.9 SEER, 12 EER Heating System Type: Air Source Heat Pump Model: MUZ-FS18NA Tradename: Mitsubishi Manufacturer: Mitsubishi Description: Heat Pump Capacity: 19,000 Efficiency: This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 1OF, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 9,439 Btuh, Lat. gain: 3,541 Btuh, Sen. loss: 23,217 Stuh, Entering clg. coil DB: 76.7F, Entering clg. coil WB: 64.517, Entering htg. coil DB:48.6F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req.clg. airflow: 396 CFM, Req. htg. airflow:227 CFM C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM �Rhvac Residential&Udht COmmer6ial,HVAe Loads Elite Sottware Development,Inc. Condon Engineering 1496 Skunk,Lane Residence Maftituck . Y� `119-52 _.. . � • '-"- Palle 17. !Manual S Performance Data - S stem 1 - North Bedroom Loads and.Desigrf Conditrons' Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 6,359 Outdoor Wet Bulb: 71 Latent Gain: 1,075 Indoor Dry Bulb: 75 Total Gain: 7,434 Indoor RH: 50 Load SHR: 0.86 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 8,215 Indoor Dry Bulb: 72 Entering Dry Bulb: 54.6 Indoor RH: 30 Supply Airflow: 86 Equipment Performance Data at System Des66 Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Outdoor Model: MUZ-FS12NA, Indoor Model: MSZ-FS12NA Nominal Capacity: 12,000, Manufacturer: Mitsubishi Interpolation Results: Percent Load of Loa� Sensible Capacity: 9,960 6,359 157% Latent Capacity: 2,040 1,075 190% Total Capacity: 12,000 7,434 161% Heating: Model Type:Air Source Heat Pump, Model: MUZ-FS12NA, Nominal Capacity: 12,300, Manufacturer: Mitsubishi Results: Percent Load of Load Heating Capacity: 12,300 8,215 150% C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rh vac Residential ili Light Commercial HVAC Loads Elite Software MVelopment,Jnc. [Matfituck.14Y Condon Engineering496,SkunkLane Residence 1=1952 . Page 18 manual S Performance Data - System 2 - South Bedroom Loads aril Design Coe�clitians' Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 4,811 Outdoor Wet Bulb: 71 Latent Gain: 2,773 Indoor Dry Bulb: 75 Total Gain: 7,584 Indoor RH: 50 Load SHR: 0.63 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 12,249 Indoor Dry Bulb: 72 Entering Dry Bulb: 26.9 Indoor RH: 30 Supply Airflow: 97 E ui ment Performance Data;at System Design,Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Outdoor Model: MUZ-FS12NA, Indoor Model: MSZ-FS12NA Nominal Capacity: 12,000, Manufacturer: Mitsubishi Interpolation Results: Percent Load ofLQad Sensible Capacity: 9,960 4,811 207% Latent Capacity: 2,040 2,773 74% Total Capacity: 12,000 7,584 158% Heating: Model Type:Air Source Heat Pump, Model: MUZ-FS12NA, Nominal Capacity: 12,300, Manufacturer: Mitsubishi Results: Percent LQad of Load Heating Capacity: 12,300 12,249 100% C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac Residential*Light Commercial HVAC Loads Elite Software Development,Inc., Condon Engmeerin'q ` jpJ 1496 Skunk Lane Residence 10attituck.NY, .11952 r.. Pa a 19 Manual S Performance Data - System 3 - Halls Bathrooms & Entty Areas 'Loads and.Desigti Conditions' . ,, : . : , Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 5,484 Outdoor Wet Bulb: 71 Latent Gain: 2,409 Indoor Dry Bulb: 75 Total Gain: 7,893 Indoor RH: 50 Load SHR: 0.69 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 13,922 Indoor Dry Bulb: 72 Entering Dry Bulb: 21.8 Indoor RH: 30 Supply Airflow: 106 Equipment Performance Data at Sy'stern Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Outdoor Model: MUZ-FS12NA, Indoor Model: MSZ-FS12NA Nominal Capacity: 12,000, Manufacturer: Mitsubishi Interpolation Results: Percent LQad of Load Sensible Capacity: 9,960 5,484 182% Latent Capacity: 2,040 2,409 85% Total Capacity: 12,000 7,893 152% Heating: Model Type:Air Source Heat Pump, Model: MUZ-FS12NA, Nominal Capacity: 12,300, Manufacturer: Mitsubishi Results: Percent Load of Load Heating Capacity: 12,300 13,922 88% C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM evelopment,anc. Rhv�ac-Residential-9 Light d6rnn►ercial HVAC Loads Elite..Software`D Condon.Engineering 1496 Skunk Lane Residence MattifOck NY.-11952 w. Pa a 20 [—Manual S Performance Data - System 4 - 2nd Floor Loads•and Design Condit oh Cooling: Outdoor Dry Bulb: 0 Sensible Gain: 9,439 Outdoor Wet Bulb: 71 Latent Gain: 3,541 Indoor Dry Bulb: 75 Total Gain: 12,980 Indoor RH: 50 Load SHR: 0.73 Supply Airflow: 0 Entering Dry Bulb: 0 Entering Wet Bulb: 0 Heating: Outdoor Dry Bulb: 10 Sensible Loss: 23,217 Indoor Dry Bulb: 72 Entering Dry Bulb: 48.6 Indoor RH: 30 Supply Airflow: 227 Equipment Performance Data at'System Design Conditions This system's equipment was selected in accordance with ACCA Manual S. Cooling: Model Type:Air Source Heat Pump, Outdoor Model: MUZ-FS18NA, Indoor Model: MSZ-FS18NA Nominal Capacity: 18,000, Manufacturer: Mitsubishi Interpolation Results: Percent Laad of Load Sensible Capacity: 13,860 9,439 147% Latent Capacity: 4,140 3,541 117% Total Capacity: 18,000 12,980 139% Heating: Model Type:Air Source Heat Pump, Model: MUZ-FS18NA, Nominal Capacity: 19,000, Manufacturer: Mitsubishi Results: Percent Lad of Load Heating Capacity: 19,000 23,217 82% C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM r. Rhvac'-Residential 8 L'ight Comme0di.1 HVAC Loads Elite'Software'Development;Inc.- Gondon Engineenng ,1496',Skunk Lane.Residence Nlattit ck NY.'11952 Pa e,21. System 9 Zone 1 Summary Loads (Average Load Procedure for Rooms Component Area Seri:, Lat Sen To#af .Description tuan Loss `Gain Gain Gain Double Pane U=.3: Glazing-U=.3 SHGC=.31, U-value 30 558 0 252 252 0.3, SHGC 0.31 1D-cm-o: Glazing-Double pane, operable window, clear, 39 2,104 0 2,737 2,737 metal frame no break, U-value 0.87, SHGC 0.67 R-20:Wall-Frame, Custom, R-20 in Frame Wall, U-value 352.5 1,290 0 355 355 0.059 R-19: Floor-Over enclosed crawl space, Custom, R19 301.2 667 0 86 86 _.. Over,Cellar,.U-value0,05._ _ Subtotals for structure: 4,619 0 3,430 3,430 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration: Winter CFM;_,17, Summer CFM:9 1,186 183 78- 261 System 1, Zone 1 Load Totals: 5,805 583 6,148 6,731 Check`Figures' ' Supply CFM: 280 CFM Per Square ft.: 0.988 Square ft. of Room Area: 284 Square ft. Per Ton: 505 Volume(ft3): 2,552 Zone Loads. -. Total Heating Required: 5,805 Btuh 5.805 MBH Total Sensible Gain: 6,148 Btuh 91 % Total Latent Gain: 583 Btuh 9 % Total Cooling Required: 6,731 Btuh 0.56 Tons(Based On Sensible+ Latent) -Notes'- Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-Residential&Light Commercial HVAC Loads Elite Software Development,Inc: Condon Engineering 1 1496 Skunk Lane°Residence Mattituck'NY'11952 Pa a 22 S stars 2 ,Zone 9 Summajy Loads Avara a Load Procedure for Rooms Component Area ^Sen Cat Sen Tatar Description Quan Loss Gain Gain Gain U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 45 837 0 699 699 SHGC 0.32 1D-cm-o: Glazing-Double pane, operable window, clear, 39 725 0 1,271 1,271 metal frame no break, U-value 0.3, SHGC 0.32 R-20:Wall-Frame, Custom, R-20 in Frame Wall, U-value 199.5 729 0 202 202 0.059 R-19: Floor-Over enclosed crawl space, Custom, R19 204 452 0 59 59 _ Over_Cellar U-va.lue 0,05._ Subtotals for structure: 2,743 0 2,231 2,231 People: 2 400 460 860 Equipment: 0 683 683 Lighting: 0 0 0 Ductwork: 0 0 0 0 -infiltration.:.inter CFM:47,.Summer CFM:45 3,1.6.8 930 399 1,329 System 2, Zone 1 Load Totals: 5,911 1,330 4,192 5,522 Check Figures Supply CFM: 191 CFM Per Square ft.: 0.979 Square ft. of Room Area: 195 Square ft. Per Ton: 424 Volume(ft'): 1,755 Zon®.Loads - Total Heating Required: 5,911 Btuh 5.911 MBH Total Sensible Gain: 4,192 Btuh 76 % Total Latent Gain: 1,330 Btuh 24 % Total Cooling Required: 5,522 Btuh 0.46 Tons(Based On Sensible+ Latent) Motes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM U Rhvac-Residential&Light,Gommercial HVAC Loads Elit6'Software De'velopment,Jn6. CondorrEnAineering 1496 Skunk Lane Residence' Mattituck NY 119 2 r Pa ad 23 System 3 Zone 1 Summary Loads Average Load Procedure for Rooms Component' Area Sen I:at Sen Totat Descri Lion Quan Loss . .. Gain . Gain Gain 1 D-cm-o: Glazing-Double pane, operable window, clear, 19.5 363 0 636 636 metal frame no break, U-value 0.3, SHGC 0.32 Double Pane U=.3: Glazing-U=.3 SHGC=.31, U-value 7 130 0 222 222 0.3, SHGC 0.31 U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 7 130 0 228 228 SHGC 0.32 8Bc-sww: Glazing-Skylight, Flat double pane clear, small 19.5 895 0 2,817 2,817 curb, wood sash,wood curb, no insulation, plywood shaft, no insulation, horizontal, U-value 0.74, SHGC 0.66 R-20:Wall-Frame, Custom, R-20 in Frame Wall, U-value 326.5 1,194 0 330 330 0.059 R49: Roof/Ceiling-Roof Deck(roofing, wood, insulation) 133 165 0 143 143 or SIP Panels Supported on Beams, Custom, R49 Insulated Roof, U-value 0.02 R-19: Floor-Over enclosed crawl space, Custom, R19 259 574 0 74 74 Over Cellar, U-value 0.05 Rigid Foam R-15: Floor-Slab on grade, Custom, Rigid 15 63 0 0 0 Foam...Below_sla_b,U-value Q.067 Subtotals for structure: 3,514 0 4,450 4,450 People: 0 0 0 0 Equipment: 0 0 0 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:.38,_Summer CFM:32 2,566 659 . 283_ _ 9142, System 3, Zone 1 Load Totals: 6,080 659 4,733 5,392 I.Check Figures' Supply CFM: 216 CFM Per Square ft.: 0.581 Square ft. of Room Area: 371 Square ft. Per Ton: 827 Volume(fP): 3,344 Zone Loads Total Heating Required: 6,080 Btuh 6.080 MBH Total Sensible Gain: 4,733 Btuh 88 % Total Latent Gain: 659 Btuh 12 % Total Cooling Required: 5,392 Btuh 0.45 Tons(Based On Sensible+ Latent) Notes . Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition,Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM 1hM6ttituck'NY_' hvac,-'Reslderitial l Light C6m6er6W HVAG Loads Elite Software Qevelopiment,Inc Lane Residence'.11952 '24 S stets 4 Zone 1 Summay Loads (Average Load Procedure for Rooms C rnponertt Area Sen LaY Seri;: :Total Desc�i tibn Qtxan„ Lass Gain . Galn: .Gain U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 96 1,784 0 1,160 1,160 SHGC 0.32 U.3 SHGC .32: Glazing-U=.3, SHGC=.32, U-value 0.3, 30 558 0 978 978 SHGC 0.32 R-20:Wall-Frame, Custom, R-20 in Frame Wall, U-value 1494 5,465 0 1,507 1,507 0.059 R49: Roof/Ceiling-Roof Deck(roofing,wood, insulation) 939.5 1,165 0 1,015 1,015 or SIP Panels Supported on Beams, Custom, R49 Insulated .R.00f.U-value-0_.02 Subtotals for structure: 8,972 0 4,660 4,660 People: 4 800 920 1,720 Equipment: 0 2,683 2,683 Lighting: 0 0 0 Ductwork: 0 0 0 0 Infiltration:Winter CFM:-80,_-Summe_rCFM:148 _ 5,444_ _ _ 991 425. 1,416. System 4, Zone 1 Load Totals: 14,416 1,791 8,688 10,479 777 'Check Ft 'etas Supply CFM: 396 CFM Per Square ft.: 0.309 Square ft. of Room Area: 1,283 Square ft. Per Ton: 1,469 Volume(ft'): 10,857 Zone L©ads Total Heating Required: 14,416 Btuh 14.416 MBH Total Sensible Gain: 8,688 Btuh 83 % Total Latent Gain: 1,791 Btuh 17 % Total Cooling Required: 10,479 Btuh 0.87 Tons(Based On Sensible+ Latent) ,Notes Rhvac is an ACCA approved Manual J, D and S computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2.50, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac--Residential&Light Commercial HVAC Loads Elite Softwaie_Development,Inc. Condon Engineering - Mattituck NY.11952 1496 Skunk Lane•Residence' Pa e 2 Detailed Room Loads - Room I-- North Bedroom (Average Load Procedure _General-_ Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.5 ft. System Number: 1 Room Width: 27.0 ft. Zone Number: 1 Area: 283.5 sq.ft. Supply Air: 280 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.6 AC/hr Volume: 2,552 cu.ft. Req.Vent. Gig: 0 CFM Number of Registers: 3 Actual Winter Vent.: 24 CFM Runout Air: 93 CFM Percent of Supply.: 9 % Runout Duct Size: 6 in. Actual Summer Vent.: 24 CFM Runout Air Velocity: 476 ft./min. Percent of Supply: 9 % Runout Air Velocity: 476 ft./min. Actual Winter Infil.: 17 CFM Actual Loss: 0.145 in.wg./100 ft. Actual Summer Infil.: 9 CFM Item .. Area:— -tJ:- = Htg': Sen GI Lat , Sen 9 Description Quantity -Value HTM !'oss H'TM Gain Gain N -Wail-R-20 26.8 X 9 211.5 0.059 3.7 774 1.0 0 213 E-Wall-R-20 12 X 9 108 0.059 3.7 395 1.0 0 109 W-Wall-R-20 8 X 9 33 0.059 3.7 121 1.0 0 33 N-GIs-Double Pane U=.3 shgc- 30 0.300 18.6 558 8.4 0 252 0.31 100%S (2) W-GIs-1 D-cm-o shgc-0.67 0%S 39 0.870 53.9 2,104 70.2 0 2,737 Floor-R-19 10.7 X 17 181.2 0.050 2.2 401 0.3 0 52 Floor-R-19"10 X.1.2 . - - 120 0.050- 2.2 .__ 266- 0.3 0 34 Subtotals for Structure: 4,619 0 3,430 Infil.: Win.: 17.4, Sum.: 8.9 421 2.814 1,186 0.185 183 78 AED Excursion: 1,497 People: 200 lat/per, 230 sen/per: 2 400 460 Equipment: 0 _ 683_ Room Totals: 5,805 583 6,148 Equibment,Cooling"Loads - Cont. Cont. Output. Output. Avg. Pct Sens. Lat. 'Sens. Lat. �,fn"Use Used Load Load 'Item'Name 'Btuh .Btuh �.Ou tit ; /Hour ` `Btuh Btuh. _ ,. Color television 683 0 100 100 683 0 Total 683 0 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac Residential$Light Commerc�aLHVAC Loads Elite Software,Development,Inc:: Gandon:Eng�neerinq`. 1496 Skunk t.ane Residence Niattrfuck:ANY-11952 : �Pa"e 2ii` Detailed Rooms Loads - Room 2 - South Bedroom (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 10.0 ft. System Number: 2 Room Width: 19.5 ft. Zone Number: 1 Area: 195.0 sq.ft. Supply Air: 191 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 6.5 AC/hr Volume: 1,755 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 71 CFM Runout Air: 95 CFM Percent of Supply.: 37 % Runout Duct Size: 6 in. Actual Summer Vent.: 71 CFM Runout Air Velocity: 486 ft./min. Percent of Supply: 37 % Runout Air Velocity: 486 ft./min. Actual Winter Infil.: 47 CFM Actual Loss: 0.152 in.wg./100 ft. Actual Summer Infil.: 45 CFM Item _ Area t}= Htg Sect CIg Lat{ Sen i ©escripti0il Quantity1flue 'HTMLoss. HTM Gaid < Clain W-Wall-R-20 12 X 9 69 0.059 3.7 252 1.0 0 70 S-Wall-R-20 19.5 X 9 130.5 0.059 3.7 477 1.0 0 132 S-GIs-U.3 SHGC .32 shgc-0.32 45 0.300 18.6 837 15.5 0 699 0%S (3) W-GIs-1 D-cm-o shgc-0.32 0%S 39 0.300 18.6 725 32.6 0 1,271 Floor-R-19 19.5 X 10 195 0.050 2.2 432 0.3 0 56 Floor R-1.9 6 X 1.5 __9. ._ 0.050._ .... _ 2 2. - . .... .._20-- 0.3 3 0- Subtotals for Structure: 2,743 0 2,231 Infil.: Win.: 46.6, Sum.:45.4 284 11.175 3,168 1.407 930 399 AED Excursion: 419 People: 200 lat/per,230 sen/per: 2 400 460 Equipment: - _ 0. 683_ Room Totals: 5,911 1,330 4,192 EgipmentCooing Loads Copt Cant Output :Output � Avg Pct�• Sens . Lat. Sons. Lat.' In Use `:Used Load Ioad item Name, Btuh Btuh' Output fHour� Btuh :`Btufi< Color television 683 0 100 100 683 0 Total 683 0 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM IRhvac-Residential&.Ligfit CommercW HVACLoads Elite:Software Development,Inc.' on Engineering 1496.Skunk Lane Residence -Wffituck, NY 11952 Detailed Room Loads - Room 3 - East Entq Hall (Average Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 28.3 ft. System Number: 3 Room Width: 6.5 ft. Zone Number: 1 Area: 184.0 sq.ft. Supply Air: 34 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.2 AC/hr Volume: 1,656 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 17 CFM Runout Air: 34 CFM Percent of Supply.: 49 % Runout Duct Size: 4 in. Actual Summer Vent.: 14 CFM Runout Air Velocity: 392 ft./min. Percent of Supply: 40 % Runout Air Velocity: 392 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.174 in.wg./100 ft. Actual Summer Infil.: 4 CFM .Item" Area -U- Ht . Sen ' ''CI9 Lat Sen 9 Des action.. QUaniIN . Value HTM`, Loss . HTM Gairi Gain E-Wall-R-20 3.5 X 9 12 0.059 3.7 44 1.0 0 12 W-Wall-R-20 1.5 X 9 13.5 0.059 3.7 49 1.0 0 14 E-GIs-1 D-cm-o shgc-0.32 0%S 19.5 0.300 18.6 363 32.6 0 636 Floor-R-19 6.5 X 28.3 183.9 0.050 2.2 407 0.3 0 53 Subtotals for Structure: 863 0 715 Infil.:Win.:.4.7, Sum.:4.0 45 7.133 321 0.778 82 35 Room Totals: 1,184 82 750 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac=Residential&Light Commercial HVAG Loads Elite Software pevelopment,Inc. .Condon Engineering 1496;Skunk Lane Residence Mattituck NY '11952 . Pa a 28 Detailed Room Loads - Room 4 - South Bathroom (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 3 Room Width: 7.0 ft. Zone Number: 1 Area: 35.0 sq,ft. Supply Air: 19 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.6 AC/hr Volume: 315 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 19 CFM Runout Air: 19 CFM Percent of Supply.: 99 % Runout Duct Size: 4 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 219 ft./min. Percent of Supply: 40 % Runout Air Velocity: 219 ft./min. Actual Winter Infil.: 11 CFM Actual Loss: 0.056 in.wg./100 ft. Actual Summer Infil.: 10 CFM Item •_ . :. ' Area -U- Htg Sen Cig [at Sen Quantity Value HTM 'Doss. HTM Gain Gain,l S-Wall-R-20 7 X 9 63 0.059 3.7 230 1.0 0 64 W-Wall-R-20 5 X 9 38 0.059 3.7 139 1.0 0 38 W-GIs-Double Pane U=.3 shgc- 7 0.300 18.6 130 31.7 0 222 0.31 0%S Floor-R-19.7 X 5._ _ . _ 35 0.050 .__ 2.2 _ 78- 0,3_ . .. _ _ 0. _ _ . _ _10_ Subtotals for Structure: 577 0 334 Infil..Win..;._1.1.3.Sum.: 9.7_ 108 . . _ 7,130 __ 770 _ 0,787 198. 85 Room Totals: 1,347 198 419 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac=Residential&Uoht Commercial HVAC Loads Elite Software Development,Inc. Condon Engineering' 1496.Skunk'Lane'Residence Mattituck NY 11962 .. - ... - -: Pa a 29 Detailed Room Loads - Room 5 - !North Bathroom (Average Load Procedure :`General . Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 5.0 ft. System Number: 3 Room Width: 8.0 ft. Zone Number: 1 Area: 40.0 sq.ft. Supply Air: 18 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 3.1 AC/hr Volume: 360 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 14 CFM Runout Air: 18 CFM Percent of Supply.: 78 % Runout Duct Size: 4 in. Actual Summer Vent.: 7 CFM Runout Air Velocity: 211 ft./min. Percent of Supply: 40 % Runout Air Velocity: 211 ft./min. Actual Winter Infil.: 8 CFM Actual Loss: 0.052 in.wg./100 ft. Actual Summer Infil.: 6 CFM Item Area -U- Htg Seri Clg Lai: Sen .Description Quantity. Value' HTM Loss HTM Gain - Gain E-Wall-R-20 8 X 9 65 0.059 3.7 238 1.0 0 66 E-GIs-U.3 SHGC .32 shgc-0.32 7 0.300 18.6 130 32.6 0 228 0%S UP-Roof-R49 5 X 8 40 0.020 1.2 50 1.1 0 43 Floor-R-19-_8X-5--- 40_ - 0.050 2._2._ , 89_ . . 0,3_ 0- 11- Subtotals for Structure: 507 0 348 Infil.:-Win.- 7.5,.Sum.:6.4 _ 72- 7.1-25 - _ 513 0.792 132 _ 57_ Room Totals: 1,020 132 405 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac=Residential A Light Commercial HVAC Loads Elite Software Development,Im Condon Engineering 1496 SkunlCLane Residence M ttituck NY 1.1952 s Pa a 30 Detailed Room Loads - Room 6 - Storage Closet Avera e Load Procedure General Calculation Mode: Htg. &cig. Occurrences: 1 Room Length: 5.0 ft. System Number: 3 Room Width: 5.0 ft. Zone Number: 1 Area: 25.0 sq.ft. Supply Air: 5 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 1.3 AC/hr Volume: 225 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 8 CFM Runout Air: 5 CFM Percent of Supply.: 155 % Runout Duct Size: 4 in. Actual Summer Vent.: 2 CFM Runout Air Velocity: 56 ft./min. Percent of Supply: 40 % Runout Air Velocity: 56 ft./min. Actual Winter Infil.: 5 CFM Actual Loss: 0.004 in.wg./l00 ft. Actual Summer Infil.: 4 CFM Item Area -Li- Ht San Clg Lat Sen 9 Description Quantity ,Value'_ HTM Loss HTM Gain - Gain N -Wall-R-20 5 X 9 45 0.059 3.7 165 1.0 0 45 U P-Roof-R49 5 X 5 25 0.020 1.2 31 1.1 0 27 floor-Rigid Foam R-1.5.5 ft.,Per,_-._ _ _ 5 0.067 _ 4.2 2.1 . 0.0. . _ 0 _ 0- Subtotals for Structure: 217 0 72 Infil.:Wn.:_4-1, Sum.:4.0 45 7.133 321 0.778 82 35 Room Totals: 538 82 107 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-Residential&Light C6rimercial'HVAC Loads E 1'te Software Development;Inc. Condon Engineering ,' 1496 Skunk Lane Residence Mattduck:NY 11962 °e[Sl% „ .. Pa a 1. [Detailed Room Loads - Room 7 - West Hall (Average Load Procedure General _. Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 12.5 ft. System Number: 3 Room Width: 7.0 ft. Zone Number: 1 Area: 87.5 sq.ft. Supply Air: 139 CFM Ceiling Height: 9.0 ft. Supply Air Changes: 10.6 AC/hr Volume: 788 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 2 Actual Winter Vent.: 28 CFM Runout Air: 70 CFM Percent of Supply.: 20 % Runout Duct Size: 4 in. Actual Summer Vent.: 55 CFM Runout Air Velocity: 797 ft./min. Percent of Supply: 40 % Runout Air Velocity: 797 ft./min. Actual Winter Infil.: 9 CFM Actual Loss: 0.709 in.wg./100 ft. Actual Summer Infil.: 8 CFM Item - "Aroa U- Nt Sen Ct Lai Sen g... 9 -Des tion " " ';..Quanti . .-Value HTM Loss HTIVI Gain. Gain S-Wall-R-20 10 X 9 90 0.059 3.7 329 1.0 0 91 UP-Sky-86c-sww shgc-0.66 19.5 0.740 _ 45.9 895 144.5 0 2,817 UP-Roof-R49 12.5 X 7 68 0.020 1.2 84 1.1 0 73 Floor-Rigid Foam R-15 10 ft..Per. 10. 0,067 4.2 42 0.0 0. 0 Subtotals for Structure: 1,350 0 2,981 tnfil.: Wn. 9A.Sum.:_8.1. 90. . _ 7.122 641 - 0.789 165 71 Room Totals: 1,991 165 3,052 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rtivac .Residential&Light Comriiercial HVAC Loads " Elite Software Development,Inc. Condon.Endmeeting. 1496 Skunk Lane Residence ,Mattituck NY 11952, " !' . .. P,a a 32 Detailed Room Loads - Room 8 - 2nd Floor Bathroom (Average Load Procedure Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 7.5 ft. System Number: 4 Room Width: 6.0 ft. Zone Number: 1 Area: 45.0 sq.ft. Supply Air: 35 CFM Ceiling Height: 7.5 ft. Supply Air Changes: 6.2 AC/hr Volume: 338 cu.ft. Req.Vent. Clg: 0 CFM Number of Registers: 1 Actual Winter Vent.: 24 CFM Runout Air: 35 CFM Percent of Supply.: 68 % Runout Duct Size: 4 in. Actual Summer Vent.: 8 CFM Runout Air Velocity: 399 ft./min. Percent of Supply: 22 % Runout Air Velocity: 399 ft./min. Actual Winter Infil.: 28 CFM Actual Loss: 0.181 in.wg./100 ft. Actual Summer Infil.: 17 CFM I tem," , Af6a -U-. Htg Sen CIg Lat Sen esc�i tion. Quanti Value HTM Lass HTM Gain Gain W-Wall-R-20 75 X 7.5 562.5 0.059 3.7 2,058 1.0 0 568 UP-8-oof-R49.7.5._X_6 45 0.020 1.2.. 56 1.1 0 49 Subtotals for Structure: 2,114 0 617 Infl.;Wn.:.27.8,Sum.: 16.8 5.63 3.360 1,890 0.263 344 148 Room Totals: 4,004 344 765 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Ittituck, ndon vac Re§identlal&Light Commercial HVAC Loads E11 Software Development,Inc. Eg' 1496 Skunk Lane Residence. NY..11.952 �_ :. ,, . a e 33 Detailed Room Loads - Room 9 -Art Studio Avera e Load Procedure General Calculation Mode: Htg. &clg. Occurrences: 1 Room Length: 33.0 ft. System Number: 4 Room Width: 37.5 ft. Zone Number: 1 Area: 1,237.5 sq.ft. Supply Air: 361 CFM Ceiling Height: 8.5 ft. Supply Air Changes: 2.1 AC/hr Volume: 10,519 cu.ft. Req. Vent. Clg: 0 CFM Number of Registers: 4 Actual Winter Vent.: 62 CFM Runout Air: 90 CFM Percent of Supply.: 17 % Runout Duct Size: 6 in. Actual Summer Vent.: 78 CFM Runout Air Velocity: 460 ft./min. Percent of Supply: 22 % Runout Air Velocity: 460 ft./min. Actual Winter Infil.: 52 CFM Actual Loss: 0.136 in.wg./100 ft. Actual Summer Infil.: 32 CFM item Area -U- 9 Ht _S en Gf Lat ' ,:Sen g ,-Description Quantity' Value `HTM Loss HTM - -.Gain Gairi S-Wall-R-20 37.5 X 7.5 233.2 0.059 3.7 853 1.0 0 235 N -Wall-R-20 37.5 X 7.5 233.2 0.059 3.7 853 1.0 0 235 E-Wall-R-20 33 X 7.5 217.5 0.059 3.7 796 1.0 0 219 W-Wall-R-20 33 X 7.5 247.5 0.059 3.7 905 1.0 0 250 S-GIs-U.3 SHGC .32 shgc-0.32 48 0.300 18.6 892 15.6 0 748 0%S (4) N -GIs-U.3 SHGC .32 shgc-0.32 48 0.300 18.6 892 8.6 0 412 100%S (4) E-GIs-U.3 SHGC .32 shgc-0.32 30 0.300 18.6 558 32.6 0 978 0%S (2) U P-Roof-R49 24 X 24 576 0.020 1.2 714 1.1 0 622 UP-Roof-R49 28 X 6.5 182 0.020 1.2 226 1.1 0 197 UP-Roof-R49.21 X_6.5 136.5 - 0.020 1.2 - 169. _ .-.-- 1._1. Subtotals for Structure: 6,858 0 4,043 Infil.: Win.: 52.2, Sum.: 31.6 1,058 3.361 3,554 0.262 647 277 People: 200 lat/per, 230 sen/per: 4 800 920 Equipment: _ _ _ 0. . .. ..2,683. Room Totals: 10,412 1,447 7,923 Equipment Coolinq Loads.r _ ..Coat ., Avg.Output Output Pct Sens. Lat, Sens. Lat In-Use Used Load Load Item Name . - Btuh. .:-Btuh Out ut• /Hour_ Btuh Btuh Color television 683 0 100 100 683 0 Refrigerator or freezer- 16 cubic feet 1000 0 100 100 1000 0 Miscellaneous Equipment 1000 0 100 100 1000 0 Total 2683 0 C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-Residential&Light Commercial.HVAC-Loads Elite Software Development,Inc. Condon'Engineennq 4 1496 Skunk Lane Residence 1% �'Matfituck NY^'11952 Pa a 34" S stem l ROOM Load Summary - Min a.Run'. Run CI Htg g Clg ;: Min Act Room Area Sens.' Hfg` ,Duch Ducf Sens Lat. Clg Sys Name SF.. Btuh'. _:CFM _ __-'_Size _. . ., 'Vel .,Btuh Btuh CFM CFM ---Zone 1--- 1 North_Bed room 284 _ 5,805_.-- 86 3-6 476 _ 6,148 . 583. 280.. 280 Ventilation 1,635 211 492 Humidification 775 System_1.total 284 8,215 86 6,359 1,075 280 280 System 1 Main Trunk Size: 8x8 in. Velocity: 630 ft./min Loss per 100 ft.: 0.087 in.wg F,Cooling System Summary T_ Cooling" SensiblelLatent Sensl6le' ` Latent Tatai~ Tons Split Btuh Btuh Btuh. Net Required: 0.62 86%/14% 6,359 1,075 7,434 Actual: 1.00 83%/17% 9,960 2,040 12,000 Equipment Data.' Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: MUZ-FS12NA MUZ-FS12NA Indoor Model: MSZ-FS12NA Brand: Mitsubishi Description: Heat Pump Efficiency: 18.9 SEER, 12 EER Sound: 0 0 Capacity: 12,300 Btuh 12,000 Btuh Adjusted Capacity: n/a 12,000 Btuh Sensible Capacity: n/a 9,960 Btuh Adjusted Sensible Capacity: n/a 9,960 Btuh Latent Capacity: n/a 2,040 Btuh Adjusted Latent Capacity: n/a 2,040 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 72F, Sen. gain: 6,359 Btuh, Lat. gain: 1,075 Btuh, Sen. loss: 8,215 Btuh, Entering clg. coil DB: 75.7F, Entering clg. coil WB:63.3F, Entering htg. coil DB: 54.6F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow:280 CFM, Req. htg. airflow: 86 CFM CA...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac .Residential&Light Commercial HVAC Loads Elite Software Development,Inc. Condon'.Engmeerinq: 1496 Skunk Lane Residence' Mat bc`k NY 11952... - Pa a 35 . S Stern 2 ROOM Load Sc MMa Htg Min;. Run ,,Run Clg Cig Min Act Room Area` Sens ,Htg Duct: Duct .Sens Lat Cig Sys No_ Name SF Btuh . CFM Size :Vel _ : Btuh Btuh CFM __ CFM ---Zone 1--- 2 South Bedroom 195 5,911. , . 97 2-6_ 486 4,192 1,33.0_. 99.1 19.1. Ventilation 4,796 619 1,443 Humidifcatio_n. . _- ._ . _,._1,542_ - System_2 total 195 .12,249. 97 _ 4,811 2,773 191 191 System 2 Main Trunk Size: 6x6 in. Velocity: 764 ft./min Loss per 100 ft.: 0.177 in.wg ;Cooling System Summary Gaoling; Sensible/Latent' Sensible Latent Total Tons Slit . Btuh = Btuh ` Btuh Net Required: 0.63 63%/37% 4,811 2,773 7,584 Actual: 1.00 83%/17% 9,960 2,040 12,000 Equipment'Data77 Heating System Coofing System Type: Air Source Heat Pump Air Source Heat Pump Model: MUZ-FS12NA MUZ-FS12NA Indoor Model: MSZ-FS12NA Brand: Mitsubishi Description: Heat Pump Efficiency: 18.9 SEER, 12 EER Sound: 0 0 Capacity: 12,300 Btuh 12,000 Btuh Adjusted Capacity: n/a 12,000 Btuh Sensible Capacity: n/a 9,960 Btuh Adjusted Sensible Capacity: n/a 9,960 Btuh Latent Capacity: n/a 2,040 Btuh Adjusted Latent Capacity: n/a 2,040 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWS: 71 F, WODB: 1OF, SIDB: 75F, SIRH: 50%,WIDB: 72F, Sen. gain: 4,811 Btuh, Lat. gain: 2,773 Btuh, Sen. loss: 12,249 Btuh, Entering clg. coil DB: 78F, Entering clg. coil WB: 65.8F, Entering htg. coil DB:26.9F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow: 191 CFM, Req. htg. airflow: 97 CFM C:\...\1496 Skunk Lane.rh9 Thursday, October 3,2024, 12:52 PM Elite Soft+n+are Development, Rtivac-Residential 8 Wght-Commerchd HVACIbads lnc. Condon Engmee�inq 1406 Skunk Lane Residence' Ma ituck"NY 1 i' 2 Pa a 36 System 3 Room Load Summaly Htg Min Run 'Run. Clg Cig Min Act Room Area Sens Htg Duct Duct .Sens Laf ,. CIg- Sys ,-No _Name SF Btuh _CFM ._JSize Vet Btuh Btuh : CFM CFM' ---Zone 1--- 3 East Entry Hall 184 1,184 21 1-4 392 750 82 34 34 4 South Bathroom 35 1,347 23 1-4 219 419 198 19 19 5 North Bathroom 40 1,020 18 1-4 211 405 132 18 18 6 Storage Closet 25 538 9 1-4 56 107 82 5 5 7 West Hall 88 1,991 35. 2-4 797 3,052 165 139 . 139 Ventilation 5,817 751 1,750 Humidification-- 2,025 .- System.3 total 371 13,922 _. 106 5,484 2,409_ 216. 216. System 3 Main Trunk Size: 6x6 in. Velocity: 863 ft./min Loss per 100 ft.: 0.221 in.wg Cooling System Summary , F7 Cooling Sensible/Latent ',566s"sble Latent Total Btuh Tons Split Btuh Btuh Net Required: 0.66 69%/31% 5,484 2,409 7,893 Actual: 1.00 83%/ 17% 9,960 2,040 12,000 FEquipment.Data Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: MUZ-FS12NA MUZ-FS12NA Indoor Model: MSZ-FS12NA Brand: Mitsubishi Description: Heat Pump Efficiency: 18.9 SEER, 12 EER Sound: 0 0 Capacity: 12,300 Btuh 12,000 Btuh Adjusted Capacity: n/a 12,000 Btuh Sensible Capacity: n/a 9,960 Btuh Adjusted Sensible Capacity: n/a 9,960 Btuh Latent Capacity: n/a 2,040 Btuh Adjusted Latent Capacity: n/a 2,040 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F, WODB: 10F, SIDB: 75F, SIRH: 50%, WIDB: 72F, Sen. gain: 5,484 Btuh, Lat. gain: 2,409 Btuh, Sen. loss: 13,922 Btuh, Entering clg. coil DB: 78.2F, Entering clg. coil WB: 66.1 F, Entering htg. coil DB: 21.8F, Clg. coil TD: 20F, Htg. coil TD: 70F, Req. clg. airflow:216 CFM, Req. htg. airflow: 106 CFM Q\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM Rhvac-Residential 8 Lrght Commercial HVAC Loads Elite Software Developmen`t,.lnC. Condon Erigineering 1496 Skunk Lane Residence Mattituc 91952 - Pa- a 37 System 4 Room Load Summary Htg Mrn Run Run :. Cl `: Clg '. ." Min Act, Room " Area Sens Htg Duct Duct Sens Lat CIg Sys 'N.o,.Name---Zone 1--- SF Btuh CFM Size Vel. Btuh . . Btuh CFM CFM 8 2nd Floor 45 4,004 63 1-4 399 765 344 35 35 Bathroom 9 Art Studio 1,238 10,412 164 4-6 460 7,923 1,447 361 361 Ventilation 5,817 751 1,750 _ .Humidification 2,98.4 System.4 total.. 1,283 23,2.17 227 _. 9,439 3,541 __. 396 396 System 4 Main Trunk Size: 8x10 in. Velocity: 713 ft./min Loss per 100 ft.: 0.096 in.wg Cooling System Summary 77 - Cooling'. >, Sensible/Latent .: Sensible Latenf Total Tons ,,- S li# Btuh':.. Btuh. Btuh Net Required: 1.08 73%/27% 9,439 3,541 12,980 Actual: 1.50 77%/23% 13,860 4,140 18,000 Equipment Data_-':_ - Heating System Cooling System Type: Air Source Heat Pump Air Source Heat Pump Model: MUZ-FS18NA MUZ-FS18NA Indoor Model: MSZ-FS18NA Brand: Mitsubishi Description: Heat Pump Efficiency: 18.9 SEER, 12 EER Sound: 0 0 Capacity: 19,000 Btuh 18,000 Btuh Adjusted Capacity: n/a 18,000 Btuh Sensible Capacity: n/a 13,860 Btuh Adjusted Sensible Capacity: n/a 13,860 Btuh Latent Capacity: n/a 4,140 Btuh Adjusted Latent Capacity: n/a 4,140 Btuh This system's equipment was selected in accordance with ACCA Manual S. Manual S equipment sizing data: SODB: 83F, SOWB: 71 F,WODB: 10F, SIDB: 75F, SIRH: 50%,WIDB: 72F, Sen. gain: 9,439 Btuh, Lat. gain: 3,541 Btuh, Sen. loss: 23,217 Btuh, Entering clg. coil DB: 76.7F, Entering clg. coil WB:64.5F, Entering htg. coil DB:48.6F, Clg. coil TD:20F, Htg. coil TD: 70F, Req. clg. airflow: 396 CFM, Req. htg. airflow:227 CFM C:\...\1496 Skunk Lane.rh9 Thursday, October 3, 2024, 12:52 PM 5/31/24,7:^?AM IMG_1076 jpg a c� adc D MAY 3 1 2024 BUILDING DEFT. TOWN OF SOUTHOLD https://mail.google.com/mail/u/0/#inbox/FMfcgzQVwnZmjLPV BwBPITGkv WhPPPsq?projector-1&messagePartld=03 1/1 5/31/24,7:21 AM IMG_1077 jpg I D MAY 2024 EUnDING DEFT. TOWN OF SOUTHOLD https://mail.google.com/mail/u/0/#inbox/FMfcgzQVwnZmjLPVBwBPITGkvWhPPPsq?projector—I&messagePartld=O.l 1/1 { r. 1 � S � r r- I ~ AX& • La i r I DEC 1�•.1• ..`i v t�dl t } V i� to P PlownaS p t1m,04 ;uOtuluedeC,6uap1dn9 I T;7 z MELD INSPECTION REPORT DATE COMMENTS 1 �•lg-a COATI, letc.. U 'orl G�-�l� � G�1nolDuJ ��J/b�C2S¢C,�/a �i� GriWlGtnd �GtN�FOUNDATION (1ST) -Fp i/lCf'U�e- CO�I.f'l,eGi�a✓l �I.27zc,/ . O ~ SI- � eoJid�. o�ocur�.cw�a-��n �� r�,n�✓� i�-1-o Q,x�s�i� I Pe)v)Ma. ey1 a /l.ew w�-�ls . 109 clhdd dacoAAen4a4ioll ------------------------------------ r2 2�( Ae(oa•(z 02 4g&k:J kf 4o oza FOUNDATION (2ND) • /--t/� � o vrkd a. don. ba-A/ J2v6�` b k-, OIL haLl� 0 64'o OWp-55 'SSve5 a4vove gauic% Rt .0 �7 -" A02 0U�5k-i AA4P d Ut,0LJ 4e. ROUGH FRAMING& PLUMBING d, G - T 2) D•9•a MS(IIAJia11411 w ru dA,lllkiMO�• C {�� ,/ —� r� INSULATION PER N.Y. n (1 '•� STATE ENERGY CODE At&4 I"'S /IG,ePWK 0� GOiwG�• /,� • S UUy�-ce�. D�A�/Ls 2 S�72uc�i�rZe. 2s. � eK, S �i2oA�l y So 01 2, I ca,✓�ih�,c�.�e. �O.Ot� �ia�,� FINAL ADDITIONAL COMMENTS l Z If) - m }. v o z o — x oQ d b H ve ° TOWN OF SOUTHOLD—BUILDING DEPARTMENT Zeea Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 y i Telephone(631)765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING; PERMIT For Office Use Only PERMIT NO. 56 Building Inspector: VJ FEB 16 2023 Applications antl forms must be,filled outln theirentirety Incoriplete sUta.usntVDkPT. applications will not be accepted.. Where the Applicant it not the owner,an ®IiUUN OFSOU rHnL[9 .;Owner's Authorizetlon form(Page 21 shall be completed Date: `l- i 6- 23 OWNERS)OF PROPERTY Name: Steven Silberstein scrM#1000-97.-3-11.9 Project Address:-1496„Skunk Lane Cutchogue, NY,11935 Phone#:516-578-7200._.._ . ._.... ... Email:steve@slibs.com Malling Address:1025 5th Ave., Apt. 5GN New York,,NY 10028 CONTACT PERSON a Name: same as owner Mailing Address: Phone#: Email: FDESIGN PROFESSIONAL INFORMATION , Name:Robert I. Brown, A.I.A. Mailing Address:205,Bay Ave., Greenport,_NY 11944 Phone#:631,7477 9752 -Email rob@ribrownarchitect.com. CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF P.ROPOSEDLONSTRUCTION ❑New structure RAddition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ 350,000.00 Will the lot be re-graded? ❑Yes BNo Will excess fill be removed from premises? ❑Yes RNo 1 PROPERTY INFORMATION Existing use of property: Intended use of property: Zone or use district in which premi eS is situated: Are there any covenants and restrictions with respect to this property? ❑Yes No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): etdt GAY L Authorized Agent ❑Owner Signature of Applicant: e: CONNIE D.BUNCH o ary Public,State of New York No.01BU6185050 Qualified in Suffolk County STATE OF NEW YORK Commission Expires April 14, SS: CO NTY OF 5L/:'Fn7 LL } being duly sworn, deposes and says that(s)he is the applicant (Name of in ividual signing contract)above named, (S)he is the L Ptk QC 6A ( U' � CJ " (Conty ctor,Agen Corporate Officer,etc.) of said owner or owners, and is duly authorized to pe m 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 �oAday of -U�� 20 01"n,�_X �' 1 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) residing at I'M 6 �LQ do hereby authoriz �i to apply on my behalf to the Town of Southold Building Department for approval as described herein. Rio 2 Z J Owner's Signature Date r Print Owner's Name 2 oguFFot,��; BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1 rr9 Southold, New York 11971-0959 ✓ .�� Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh@southoldtownny.aov - seande-southoldtownnv.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9)3o la K Company Name: Pe C o1\, o S ` Electrician's Name: License No.: Elec. email: ��,,ie ��..� s s .��. co Elec. Phone No: sly- ylq -7 i v ❑1 request an email copy of Certificate of Compliance Elec. Address.: r6 �6&X JOB SITE INFORMATION (All Information Required) Name: S, l Address: Cross Street: Phone No.: Sl6 -3 81 -313 7 BIdg.Permit#: 500 ,79 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): ,Ne-W A( 34,on 4o Square Footage: 16�e Circle All That Apply: ,,p 7 Is job ready for inspection?: YES❑NO �ough In! �-0 f Fi IZ Do you need a Temp Certificate?: ❑ YES F�J'NO Issued On Temp Information: (All information required) Service Size❑1 Ph 73 Ph Size: A #Meters Old Meter# ❑New Service[]Fire Reconnect❑Flood Reconnect[]Service Reconnect❑Underg round❑Overhead #Underground Laterals 1 E12 H Frame Pole Work done on Service? 0 Y N Additional Information: PAYMENT DUE WITH APPLICATION ckzok DP J2-C4-1 I rJ`` UfFa��r BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 F Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh&southoldtownny.gov — seand@southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 9)3G Company Name: Pe r (- OL., Electrician's Name: License No.: ll z- y5-6S Elec. email: Elec. Phone No: IG- Fi`l --7191 ❑1 request an email copy of Certificate of Compliance Elec. Address.: G i3oX S/� JOB SITE INFORMATION (All Information Required) Name: /S n Address: Cross Street: Phone No.: S% --3 81 -313 7 Bldg.Permit#: 5 00 q t� email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): V( w A<34,on 4o e,t,5#' n� Square Footage: Circle All That Apply: �C R R [.r Is job ready for inspection?: ❑AYES❑ NO �ough In C> Fi Do you need a Temp Certificate?: ❑ YES E]'NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead #Underground Laterals 1 F12 n H Frame Pole Work done on Service? n Y N Additional Information: PAYMENT DUE WITH APPLICATION dl!'Jl. 4 O�W DP Y �c4-1 072 � � ul-4- Spa ) PERMIT# Address: Switches Outlets G F I's �� Surface Sconces ff H H's'�� UC Lts Fridge HW POOL Fans �� Mini Fr. wlD�l.or Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ., ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps 1.0 0, Have�� Used Comments 2A ef a`fiaf 4"' Scott A. Russell am° �5uFr" J � �T�O>]E�I��1[\��A\�C']E][� SUPERVISOR 0 1��1CA\I�A\�GIE�� TENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 'ail C;� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT RIEVERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) APPLICANT: (Property Owner, Desicn Professional, Agent, Contractor, Other) !! NAME: I `'&uJV, Date: Willa ��; 151yllal ICI .�i Contact Information: ?PA"o 6&4 �,, �, Pr e_zwt IL blad R Ieleph a Numbed �- 1,�=fir? Property Address / Location of Construction Site: S.C.T.N. #: 1000 District I.. Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ' P. ❑ - Area of Disturbance is less than l Acre. No S.P.D.E.S. Perm t is Required ! Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Acre & Storm-v ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit �I DIRECTLY From N.Y.S. D.E.C. Prior to issuance of a Building, Permit. - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold 1 Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN i� a SRD E.S. Permit through the Southold Town Engineering Department ! Prior to Issuance of a Building Permit._ •.: Reviewed By_ Date: , (� BA5EO ON 5UKVEY BY: iHOMAS t,AATARA2L0 LAND SURVEYORlz o •r DATED:G OCTOBEK.2013 OY1ti J� 'r `_7,-�-.. �.•u4 5CTM;1000-97-3-11.9 ZONED:R-60 S\� .'""O" •. I' AREA:57.1.30 SIRT OR 2.01 ACRE Q� \6��'� EX15TING BUILDING FOOTPRINT: 2 52 501`I NEW ADDITION: 629 SOFT ,..:ayi�••-o•J •�' NO NEIGHBORLY SEPTIC 5Y5TEM5 t NEW TOTAL BUILDING FOOTrRIN.2.981 5OFi LOCATED WITI[:N 1 5O OF D(ISTING WAL It PATIOS.PORCHES.SHED,ETC. 3.1 19 SOFT - > .„• KaF TOTAL COVERAGE: 6.I00 SOFT rr V✓AYNE I"ARY MOTT LOT COVERAGE: 6,100/8 .239=7% APPROXIMATE TE �. ,OT----VEO II, - HOLE IOCATIQN_ ------`- NOI t:ELEVAl1ON5 HtREON tFtR TO NAVD I958 s. iINGWELL �cs, 5 FTIC JY�TEM CRO55-5ECTION '�^•%O . LOCAl;ON ''�."G` ..�--3 s,aue cnyLra• EXISTING WATER --..-�-_.- f 5ezweE LINE ' F •4ia ( "' o Y c l QQ� \ ``Cr a\ `�'i-i•.P r ..; 7E5T HOLE 1/27/2017 Q� pP O i ^p n9i v..•,/a�x r /�.�'i`rr°C,w \ ��.,;.1,',,,_. . -. Iu.z ,jxoa..:o..,r a \Grp �P' o •rgri/ �T v `\\ --�.�� n;.xvn:�,.[•ses� x \ Abrmdo:LR:E\,210i C::IS!inS s. ^ii2;'S+.^,�Ci^.:ri i1:;St bC t Submit completed fbi v vlwlbi- C> as proof. Du , � ^I mOy •r+.,mc+; NO NEIG,560RLY WELL LOCATE ,� I i •� __s[^u[�r,... .;0. WITH!N 50IE:.0E PROPOSCD I i •(r+., � � SCPIIC SYSA SUFFOL14 COU TmrNT OF HEALTH SERVIC., \� ;•G"[wale r-.eo i [ ........... PERMI�FOR APPROVAL OF (11,,> n...P[.'t[T'0:2 A -•�� Ysue[,ar,nza,mro. ' O 1 ��LG�iYrrl,r PstC.5: i -\y-;. arvgpn ufelrSfvG /a`� m I .,p r,ai[•G•KOu'.i[[ID SinDLE FhbffL'i RE3;a`:�cE�: 1_Y ,.,:<,[ _ m I 1 DATE_ ;s;a,a.1�-F.ND.R�oi►8_-oQ SILBERSTEIN RESIDENCE SG9go APPROVED `. _ '—�O ` / ImoF 1496 SKUNK LANE.CUTCI IOGUE,NY 11935 2 30, ` v LOT 2 TECNEN 5UZANNE HOOPFR� 2� O• FOR h1AXImum OF��_43EDu0O;.i5 � IOI IMPROVED MAY 2018 7G EXPIR HR�E YEARS FROM DATE OF APPROVAL. / tSFkEDARC SCALE:I"=4o'o" \ ; ore APT L sq y/r� 5 I T E PLAN © e�00 °ri Robert I. Brown -E NO NEIGHBORLY WELL LOCA�ED Q. ras�rar=c�•n>"G„•L. `�• LMT rnR 15Lr o1 PKOPoSED Architect, P.C. / SEPTIC SY>ltM 'k NO NEIGHBORLY WELL LOCATED ( arywoii / : / z09 Bap Ave. Greenport NY' VlITt1IN 150'OF PROI'05E0 OT/MP NUFF ALL 5URROUNUING}'P.OPERTIE5 / '` ,F ff SEPTIC 5Y9TEM I! in o rlbrownarchitect.com / WITHING 150'Or PKOI'MIf5 3a1 P 631-477 975z �O�FD LINE5 ARE IMF!O-VEO NE\r4`t0 ALL.51-1-UNDING I'ROI'F.RT1E5 $ /- Q N97111NG 1 SC OF F'P,O"ERTICS 90jr nvlul,mo"ormnww rov w"Yrtrm. LINE5 ARE IMPROVEDurc uoamar4urairo: 2 n w."...•wr uaemwy m mw axr'i�rtwr�.uuwa°iannln°:i� _ - ___ _ o N >° i BASED ON SURVEY BY: GROSS FLOOR AREA: `53g'75' -_- --_- -- O cv r THOMA5 MATARAZZO LAND SURVEYOR 2yoO J� \ DATED:6 OCTOBER,2013 EXISTING BUILDING FIP5T FLOOR: 2.352.0 SQ FT i' f_= y \ NEW ADDITION F1R5T FLOOR: 865.5 5Q FT (n . U NO NEIGHBORLY WELL LOCATED \ SCTM: 1000-97-3-I I.9 1 2 WITHIN I B PL PROPOSED NEW ADDITION SECOND FLOOR: 922.I SQ F7 TEST HOLE 1127/2017`- ___--_ ZQNED:R-80 SEPTIC SYSTEM / AREA:89 239 SQFT OR 2.01 ACRE NEW TOTAL GROSS FLOOR AREA: 4,139.6 SQ F7 EL. BROWN LOAM OL C NO NEIGHBORLY SEPTIC TEM \ LOT COVERAG�-- DRAINAGE CALCULATIONS: BROWN CLAYEY 5AND 5C LOCATED WITHIN 1 52"OF _ EXISTING WELL • EXISTING BUILDING FOOTPRINT\2.352 5°FT EL' 2'O r NO NEIGHBORLY WILL LOCATED `'r9R ZONE 1 : +19.0 " WITHIN 1 50'OF FROP05ED ELECTRIC NEW ADDITION: I�,`�77 SQ FT I Ff� � #�� GGG SF x I x O. 17 = 113.2 CF SEPTIC SYSTEM BOx , , `��`cR \\ NEW TOTAL BUILDING FOOTPRINT:3.529\&Q FT LL I CO I I____—_ , -,�'R 6' SEE SKY PLANES PROVIDE (I) 8' DIA x 3'G" H DRYWELL (I 47.8 GF) Z ALL SURROU�J}�ING PROPERTIES ` ' ELECTRIC �S O oaS DIAGRAM \/ \# LOT COVERAGE: 3.529/87.239=4% \ WITHING 15O'OF PROPERTIES O ` `` ��.N B s / \ ZONE 2: PALE BROWN FINE SAND 5M �[ - LINES ARE I PROVED METER `j'��, *---- 4 'A \ G50 SF x I x 0. 17 = 1 10.5 CF Z APP XIMATE ON� NOTE:ELEVATION5 HEREON REFER TO NAVD 1958 PROVIDE (1) 8' DIA x 3'G" H DRYWELL(147.8 CF) 0 �^ . 1 ' tom• S / .� coTON INA E `� ➢` WAYNE Jt MOTT 4- MARY O. MOTT P \ LAN R G�-V Z NE 1 �5"' `'� %,� CAS-CS' t VO R�'w° EL. 17.0' Lx,R�� RICH \. I 34' S +3.0 \' NO NEIG BORLY WELL LOCATED O E�1�, PROPOSED 3�8 N\87' 25' 40" E NO WATER ENCOUNTERED l - ---------------------- - 333.27" WITHIN I VO'OF PROPOSED / 4DDITION I gs. -------------------------------------------------------------- 3 SEPTIC SYSTEM r Rt / PROPOSED /� 6 ___---------- rpT�N O FALL BURRO NDING PROPERTIES FENCE AROUNDNEW SEPTIC 3 g'33;'� I 25' RIGHT OF WAY (PER FILED MAP) LoHING 5 'OF PROPERTIES CONC. PAVE. P�C r E 5 93SYSTEM g3, O4„ _ O.5 ARE I PROVED I F(tP �• I500 °OGAL �4. 41' l O F N D GE ly F. o D a PP�p ZONE 2 EW(zlee .e'-o ) l �24, e I S 8702$'40" W 273.27' 12 \ N� PRECAST LEACHING POOLS N CE F � CONS' Elf �% FUTURE 50%EXPAN51ON / (AS� NO NEI HBORLY WELL LOCATED N� C�NC'R ' �� f 1)b•ova.,b'-O°PRECAST / v' WIT 150'OF PROPOSEDFRAME ROP P 1) UNp / LEACHING POOL q SEPTq 5Y5TEM (Q \ SHED �j1�P �PNK \NOR p00\ � ,/ REMOVE EXISTING EXISTING �� SWdt SEPTIC SYSTEM AND REPLACE ry ALL URROUNDING PROPERTIES DI O W\, PP�M WITH NEW = I WIT PING 150'OF PROPERTIES Q LI 5 ARE IMPROVED P o F t �O TECHEN LIZANNE HOOFER z Abandonment of the existing sanitary system must be in / \ conformance with the Department's requirements. -H \ Submit completed form WWM-080 as proof / ed plan approved: 11/28/23 Expires: 2 25 \ 0 E42 El�wgY� \ \ LOT 2 /.�Ty 7SPERMITFORAPPROVAL UFFOLK COUNTY DEPARTMENT OF HEALTH SERVI Fo OF CONSTRUCTION FOR 1 500 GAL.PRECAST Z \\.0 ' / •O (2)PRLEACHINGA OFOOL5 b 0, OrUNRICAL SEPTIC TANK SINGLE FAMILY RESIDENCE- ON LY �(V VO S 89 3O/OO q �� GRADE EL CONCRETE COVER MINIMUM LOCKINGRADE CASTING TO GRADE EL. area maintained W +20.0 = IG'BEIOW GRADE \ o \4 p � by others 222.76' S 89 0 07'2O" w IE. 4'5DR 35 PVC 20.o I(� 17 R10-18-0004 Q 4'5DR 35 PVC _ IE. WASTE LINE ZI /1.7 F 0. Z +17.9 WASTE LINE IE. _+I b.7 DATE ! _- „7 332/ SLOPE:r°PER OPT NEIGHBORLY WELL LOCATED _ SLOPE:FOOT PER +18.I-'= FOOT vQs THIN I SO'EM PROPOSED S 1 T E PLAN 4 1N.TE 5LA EACH LL APPROVED IC SYSTEM C NCRFTE SLAB LEACHING Q FOOLw/CLEAN ! FOR MAXIMUM OF 6 BEDROOMS ALL SURROUNDING PROPERTIES SCALE: I"= 50' MINIMUM T + - "THING 150'OF PROPERTIE5 EXISTING EXCEPT A5 NOTED ABOVE WAE - MINIMUMS THREE YEARS FROM DATE OF PROVAL LINES ARE IMPROVED _TABLE- t: 5EFTIC SYSTEM CROSS-SECTION NOT TO SCALE �- - 6 BEDROOM HOi:5E:MINIMUM 1 500 GAL.SEPTIC TANK ADDITIONS Robert I. Brown RENOVATIONS SILBERSTEIN RESIDENCE Architect, P.C. zo5 Bay Ave. Greenport NY 1496 SKUNK LANE, CUTCHOGUE' NY info@ribrownarchitect.corn RR' 1T IS A VIOLATION OF THE LAW FOR ANY PERSON, 631-477-9752 UNLESS ACTI NG UNDER TH E DI RECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED OCT. 12, 2023 ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. ,5 Do LOT I •S.$ i %�..y 2 —.��y_ _ ��'_' v, BASED ON SURVEY BY: GR055 FLOOR AREA: 539•75' 0 10 RC THOMAS MATARAZZO LAND SURVEYOR �__ `�� N 25 pD. J DATED:6 OCTOBER 2013 EXISTING BUILDING FIRST FLOOR: 2,352.050 FT O 3S,37• '+' & !r NO NEIGH5ORLYR/ELL LOCATED SCTM:IOOC-97-3-I 1.9 14EW ADDITION FIRST FLOOR: 8G5.5 50 FT _ N / NEW ADDITION SECOND FLOOR: 322.1 50 FT Q I ?f SEIT.PTIC SY50 STOf PROP05ED ZONED:R-BO TEST pr 3�: AREA:57,239 SOFT OR 2.0I ACRE NEW TOTAL GRO55 FLOORAR.EA: 4.139.G SO FT _ D.B. EL' BROWI!LOAM OL K: NONEIGHBORLY5EPTIC SYSTEM LOT COVERAGE: +21.0 0.5' LoCATED WTHIN 150,of DRAINAGE CALCULATIONS: BROWN CLAYEY 5AND 5C NO NEIGHBORLY WELL LOCATED EXISTING WELL + �� EXISTING BUILDING FOOTPRINT: 2,352 5O FT ZONE I: EL. 2.d \MTHIN ISO OF PP.OP05ED 11EOTRI v4, NEW ADDITION: 1,17750 FT +19.0 L SEPTIC SYSTEM BOX r---\ S B� 739 5F x I x O.17= 125.G CP W CO ' R NEW TOTAL BUILDING FOOTPRINT:3,529 50 FT SEE SKY PLANE ,� PROVIDE(I)8'DIA x 3'G"Fi DRYWELL (147.8 CF) Z ALL SURROUNDING PP.OPEP.TIES A I�.ED1�0 �,# YS O� �^ DIAGRAM LOT COVERAGE: 3,523/87.239�4% ZONE 2: \\TMING 150'Of PP.OP1,1 5 .\ LINES ARE IMPROVED t\ METER 719 SF%I%O.17= 122.2 CF PALE BP,OWN FIVE 5AND SM Y APPROXIMATE T # NOTE:EIEVATIONS HEREON P.EfEP,TO.-1 1 D88 PROVIDE(1)&DIA x 3'G"H DRYWELL(147.6 CF) z o oN # * PLANTER INACjE WAYNE J.MOTT 6 MARY O.MOTT �(2'' (� '{{{�;;;f y\NO Z NE CA S. 1� U V E �`� W LC .DRRHD @.b\ RO ,7A S• .s.o 17.a rl0 NEIGHBORLY WELL LOCATED �aJ NO'WATER ENCOUNTERED WITHIN 150 oP PROPOSED CQg N 87 25' 4D" E 333.27" 2 SEPTIC - ` tD�� N 69. s' CT 2 1 025 ALL SUPROUNDING PROPERTIES FENCE AROUND \t Sc'Ntz s 33.�� 25'RIGHT OF Wqy p LIIT ING 159 OF PROPERTIES CONC.PAVE. F�c UN y Ep5 FLU 3g3, 04+ ( ER FILED MAP) oM LINES ARE IMPROVED �NM IA DRAINAGE A:I OG' �)t� Fe ? o N o t\O ZONE 2 98 o A:122' l 4'f S 87°25'40' 1z' WpO�E eP B:113' r�D. w 273.27, u9ding D enp?F vnie`,i GONG' EtE A:I 1 2.5 o / -V NO NFIGHBORLI'WELL LOCATED C: J c' a i4 s r' E cON � Tom."vn Zr S;uthold O QtA� 3(, B;10G' ,, WITHIN 15a OF PROPOSED 'f'1 FRAME �('RD K cUNO j DIMENSIONS BY / `�J SEPTIC SYSTEM �• SHED V\ ZPN INSTALLER: / CLEARRIVER q, ALL URROUNDINGPROPERTIE5 ENVIRONMENTAL = WILISG I5OOF PROPERTIES PLO/ /4fL, LINES ARE IMPROVED O GP'(6 TECHEN 5UZANNE HOOPER � CHAIN ��O -H a SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES / APPROVAL OF CONSTRUCTED WORKS FOR /e42 Rit£WgY LOT /may tip ASINGLE FAMILY RESIDENCE FDU/y FF�YOF .J2 Date_ Tonons H.S. Ref.No. R10-1e_0004 89'3�'��" l.� The sewage disposal and water supply facilities at this location have been �L' o area maintained w fie' inspected and/or certified by this Department or other agencies and found p� Z by others 222 76' S 89'O7,2Q„ VV to be satisfactory FORA MAXIMUM OF B BEDROOMS. A Q NO NEIGHBORLY WELL QLQ LOTED ® S 11732' A WTHIN 15a POPOSE sEPTICsnreEM ITE PLAN JO PAL,PE.,CHIEF Office of Waslewater Management ALL SURROUNDING PROPER 5 SCALE:1'X Sa LINES G IM OF PROPERTIES EXISTING EXCEPT AS NOTED LINES ARE IMPROVED AS BUILT FOR SEPTIC SYSTEM Robert I. Brown RENOVATIONS SILBERSTEIN RESIDENCE Architect, P.C. zo5 Bay Ave. Greenport NY 1496 SKUNK LANE,CUTCHOGUE,NY into@r1brownarchitect.com l a\h°m"��oET 631-477-9752 LIC—�<NI�TT;�u°TiRM°—o.I TMUMno owo a `m o uw`° April 3,2025 Generated by REScheck-Web Software Compliance Certificate Project Silberstein Addition REVISED Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1496 Skunk Lane Steven &ilene Silberstein Robert I. Brown Architect P.C. Cutchogue, NY 11935 46 Murray Avenue 205 Bay Avenue Port Washington, NY 11050 Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com cdm,,"Hake:,Passes-using UA traderoff Compliance: 14.2%Better Than Code Maximum UA: 282 Your UA: 242 Maximum SHGC: 0.40 Your SHGC: 0.29 The%Better or Worse Than Code Index reflects how close to corn pliance the house is based on code trade-off rules. It DOES NOT 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter - Ceiling- Hallway: Flat Ceiling or Scissor Truss 162 50.0 0.0 0.026 0.026 4 4 Ceiling- Main: Cathedral Ceiling 922 50.0 0.0 b.021 0.026 19 24 Wall-1st Floor: Wood Frame, 16" D.C. 1,072 28.0 0.0 0.050 0.060 44 52 Sliding Door South: Glass Door(over 50%glazing) 40 0.300 0.320 12 13 SHGC: 0.26 Sliding Door North: Glass Door(over 50%glazing) 40 0.300 0.3201 12 13 SHGC: 0.26 Door South: Glass Door(over 50%glazing) 19 0.300 0.320 6 6 SHGC: 0.26 Window-Bathroom: Wood Frame 7 0.300 0,320 2 2 SHGC: 0.31 Window- North 1: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window-North 2: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window-South 1: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window-South 2: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window-South 3:Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 1 of10 c Gross Area Cavity Cont. Prop. op Assembly or Perimeter Window-South 4: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Wall-2nd Floor:Wood Frame, 24" o.c. 800 28.0 0.0 0.048 0.060 32 40 Window-North 1: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-North 2: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-North 3: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-North 4: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-South 1: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-South 2: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-South 3: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window-South 4: Wood Frame 12 0.300 0.320 4 4 SHGC: 0.31 Window- East 2: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Window- East 1: Wood Frame 15 0.300 0.320 5 5 SHGC: 0.31 Floor-Over Basement:All-Wood Joist/Truss 867 30.0 0.0 0.033 0.047 29 41 Floor-Over Porch:All-Wood Joist/Truss 311 30.0 0.0 0.033 0.047 10 15 Compliance Statement: The proposed building design describe here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The propose bu ld"tng has been designed to meet the 2018 IECC requirements in JRQC�cheqk Version : REScheck-W b and to comply with the mand to requirements listed in the REScheck Inspection Checklist. L4&` ame-Title Sig a Date �\S.�CREQ q9C n� 9� 16341 P�- �P NEW'q Project Title: Silberstein Addition REVISED Report date: 02/02/23 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 . . �f Plans Venf�ed Fie1d:Verified # Pre Inspection/]P an Re�r�ew complies?.•1 Comments/Assunip"t'ions s . . Value Value 103.1, ;Construction drawings and ' ❑Complies ,Requirement will be met. 103.2 !documentation demonstrate ❑Does Not [PR1]1 ;energy code compliance for the l buildingenvelope.Thermal =:❑Not Observable (envelope represented �'' �� t ❑Not Applicable (construction documents. oa,<t 103.1, ,Construction drawings and �' ' ' " f'❑Com lies Requirement will be met. x a �� P 4 103.2, !documentation demonstrate ' ry ` ❑Does Not 403.7 :energy code compliance for [PR3]1 'lighting and mechanical systems ❑Not Observable !Systems serving multiple �❑Not Applicable ; ;dwelling units must demonstrate :compliance with the IECC n (Commercial Provisions.302:1, Heating and cooling equipment is: Heating: Heating: ;❑Complies ;Requirement will be met. 403,7 #sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not (PR212 >on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ,M Manual J or other methods ; Btu/hr j Btu/hr approved by the code official. ! ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3._, Low Impact(Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 3 of10 $E CtlOn r' Foundation lnspectlon Complies711' nts/Assumptions &:•RegJD °s' 2 � � a 303.2 1 A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [FO71]z protect exposed exterior insulation j❑Does Not y ° and extends a minimum of 6 in. below r :❑Not Observable (grade. l ;❑Not Applicable ; 403:9 z Snow-and ice-melting system controls:❑Complies ;Exception: Requirement is not applicable. [FO1;2] installed. ;❑Does Not j❑Not Observable; j❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2. Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 4 of10 Section. M aps Verified 3 Rieid V�erlfreii .ararvung/ Rough In Inspection .` Value Value Gomphes' ComYttents/Assumptions &:Re .lQ . 402.1.1, ;Glazing U-factor(area-weighted U U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ,❑Does Not ;table for values. , 402.3.3, 402.5 t❑Not Observable [FR2]1 t ;❑Not Applicable I 303.1.3 U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance = P ❑ Does Not ;with the NFRC test procedure or ;taken from the default table. y � t q ❑Not Observable ' 3' ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 !installed per manufacturer's '° �< t ~� ❑Does Not Instructions. r []Not Observable h � h W�� P � _ []Not Applicable 402.4.3 {Fenestration that is not site built �' �, r '❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not �yy AAMA/WDMA/CSA 101/LS.2/A440 t i ❑Not Observable ; or has infiltration rates per NFRC I400 that do not exceed code �,� .�❑Not Applicable a , limits. 402.4 5 IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR16]� sealed at housing/interior finish �* „�a ,x ❑Does Not <2.0 cfm;and labeled to indicate ❑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-8 where duct is ❑Does Not >= 3 inches in diameter and >= P ` R-6 where < 3 inches. Supply and �> �� ❑Not Observable :return ducts in other portions of �`;x" , ❑Not Applicable :the building insulated >= R-6 forAa r � � diameter>= 3 inches and R-4.2 '� t ifor< 3 inches in diameter. 403,3.2 ;Ducts, air handlers and filter h ❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with _ ,`a T} ❑Does Not �]oints/seams compliant with International Mechanical Code or ❑Not Observable ; !International Residential Code, as �, ,„ ., �a❑Not Applicable ;applicable. a "` ❑Com lies Requirement will be met. 403.3.5 ° ,Building cavities are not used as _ �z p q �� ❑[FR15]3l ducts or plenums. �� , �� ,° rv° � �` Does Not VV. '❑Not Observable ❑Not Applicable 403f4 HVAC piping conveying fluids ; R- R- ❑Complies ;Requirement will be met. [FR17,12 .,F above 105 QF or chilled fluids :❑Does Not below 55 QF are insulated to >_R- ❑Not Observable ; 3 ❑Not Applicable , 403.4.1 :Protection of insulation on HVAC ;� ?v �':❑Complies ;Requirement will be met. [FR24]1 i piping. ` ❑Does Not C #❑Not Observable ❑Not Applicable 403°.5 3 ',;Hot water pipes are insulated to R- ; R- ,❑Complies Requirement will be met. [FR18] R-3. ❑Does Not j ;❑Not Observable ] I❑Not Applicable 40f3`t6 'Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FR19]2 installed on all outdoor aire� ' g�"�a []Does Not pontakes and exhausts. ❑Not Observable ' ❑Not Applicable 1 High Impact (Tier 1) 2. Medium Impact(Tier 2) 3' Low Impact (Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) t 2`<Medium Impact(Tier 2) 3f Low Impact(Tier 3) Project Title: Silberstein'Addition REVISED Report date: 02/02/23 Data filename: Page 6 of10 Se'ction Plans Uenf�ed ,� 1 teld,Verif�e i � # Insulation Inspection Complies' Gominents%Assumptions. & kegall e , Yalu t Value 4, 303.1 All installed insulation is labeled ; i q,4& Complies ;Requirement will be met. IN13 or the installed R values Does Not rovided. �Px � � r i }p ❑Not Observable ❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 I ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable i 1 i ( I t 303.2, :Floor insulation installed per ��' ;�p � 2 ❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and $" m� � a !. "d a`F �'�- 'x = � *. ❑Does Not i [IN2]1 m substantial contact with the tig � `,'❑Not Observable C ;underside of the subfloor, or floor a `� . ... . F � Iframing cavity insulation is in Applicable contact with the top side of � :sheathing, or continuous insulation is installed on the underside of floor framing an ;extends from the bottom to the Itop of all perimeter floor framing members. , 402.1.1, ;Wall insulation R-value. If this is a: R- R- ❑Complies ;See the Envelope Assemblies 402.2.5, !mass wall with at least 1/2 of the I❑ Wood ❑ Wood ❑Does Not ;table for values. 402.2.6 :wall insulation on the wall ;❑ Mass ❑ Mass ❑Not Observable [IN3]1 ;exterior, the exterior insulation ; requirement applies (FR10). ❑ Steel ;❑ Steel 3❑Not Applicable ; I , ; 303.2 :Wall insulation is installed per i �a"�� k��`f' ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. , p � r '� :❑Does Not z 2 ` []Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact(Tier 2) 3,, Low Impact(Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 7 of10 sections` Plans Verified. Field�Verlfied #' Flini lanspection`Provisions "Complies? Comments%Assumptions & Req.lD :, - Ualue Value 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel :❑Not Observable 402.2.E[FI1] :❑Not Applicable I , 303:1.1.1, Ceiling insulation installed per ❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. '4 �," �,❑Does Not (FI2]1 ;Blown insulation marked every �- 1300 ft2. �[:]Not Observable I e t t_ �'u�<<, ?❑Not Applicable 402.2.3 Vented attics with air permeable ,� �� e ❑Complies ;Exception: Requirement is [FI22]� ,insulation include baffle adjacent ems'❑Does Not not applicable. to soffit and eave vents that ❑Not Observable extends over insulation. ❑Not Applicable 402.2.4 :Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 j insulation >R-value of the ;❑Does Not -adjacent assembly. '❑Not Observable ❑Not Applicable 402.4.1.2 :,Blower door test @ 50 Pa. <=5 ACH 50 = 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 j ;❑Not Applicable 403.3.3 Ducts are pressure tested to ; cfm/100 cfm/100 :❑Complies ;Requirement will be met. [F127]1 determine air leakage with ftz ftz ;❑Does Not ;either: Rough-in test:Total ; I ❑Not Observable ;leakage measured with a ; ; ;pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including ; Pe manufacturer's air handler I enclosure if installed at time of 1 :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 handler enclosure. 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;❑Complies !Requirement will be met. [Fl4]1 .cfm/100 ft2 across the system or ftz ftz :❑Does Not <=3 cfm/100 ft2 without air ;handler @ 25 Pa. For rough-in :❑Not Observable ;tests, verification may need to ;❑Not Applicable ;occur during Framing Inspection. 403.3.2.1 jAir handler leakage designated ❑Complies ;Requirement will be met. [FI24] by manufacturer at <=2/o of t � Does Not ;design airflow. ,_ - -]Not Observable ❑Not Applicable 403.1.1 Programmable thermostats rt "�'� `❑Complies ;Requirement will be met. [FI9]2 installed for control of primary , � ❑Does Not heating and cooling systems and ftr � :t �,' ]. s ❑Not Observable ,initially set by manufacturer to 1P yx t (code specifications. fi{ ,� � ;� °Rno. �1 ❑Not Applicable pump ,Alt ❑Complies ;Requirement will be met. 403:1.2 Heat um thermostat installed 11*11, , [FI10]2 3 on heat pumps. `b + �'� ''"� „�� `=❑Does Not []Not Observable ❑Not Applicable 403.5:1 jCirculating service hot water. El ;Requirement will be met. [FI11]2 {systems have automatic or ❑Does Not j {accessible manual controls. I ❑Not Observable i w ❑Not Applicable 11 High Impact(Tier 1) �2.]Medium Impact(Tier 2) 3 1 Low Impact (Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 8 of10 Section .• _< _- Plans Verified Fieltl`Ver�f�ed # Final`lnspection Provisions :Y� Complies?:' Comments/Assumptions & Req.ID Value `,•Value 403:6 1 ;All mechanical ventilation system � � ; m4 ii+ s❑Complies ;Requirement will be met. [FI25]� �`�fans not part of tested and listed s ' r ,� � t,i, '❑Does Not HVAC equipment meet efficacy and air flow limits per Table �:''�' x k E ❑Not Observable 1 R403.6.1, r�, � '� '❑Not Applicable .,_ a 4032 Hot water boilers supplying,heat ��"`� � � � F ❑Complies ;Requirement will be met. FI26 through one-or two-pipe heating �� ❑Does Not [ l 9g �� ' s V " -systems have outdoor setback > , ❑Not Observable control to lower boiler water temperature based on outdoor ❑Not Applicable temperature. ` 403.5.1.1 Heated water circulation systemsW; ❑Complies :Requirement will be met. [FI28]2 Ihave a circulation pump.The a =❑Does Not M11% system return pipe is a dedicated , q return pipe or a cold water supply s ❑Not Observable pipe. Gravity and thermos ❑Not Applicable syphon circulation systems are not present. Controls ford, circulating hot water system PUMPS start the pump with signal ? , for hot water demand within the ��'�� ,��u ,��! �� occupancy. Controls �� 4 -a automatically turn off the pump :n ,, k t4when water is in circulation loop i is at set-point temperature and �g no demand for hot water exists. 403.5 1.2 Electric heat trace systems � � '�, �� `j;z ;_q��,❑Complies ;Requirement will be met. [F129]2 comply with IEEE 515.1 or UL " '_;❑Does Not ` 515. Controls automatically adjust the energy input-to the & d f � ` '[]Not Observable heat tracing to maintain the � � � ❑Not Applicable desired water temperature in the piping. � `r 4015 2 ' 'tt Demand recirculation water E a r ❑Complies :Requirement will be met. [F130]Z f systems have controls that ❑Does Not i manage operation of the pump ❑Not Observable and limit the temperature of thee, water entering the cold water , , ❑Not Applicable piping to <= 1049F. � 403.5.4-,, Drain water heat recovery units ❑Complies ;Requirement will be met. [F131]2 tested in accordance with CSA �` �] ❑Does Not B55.1. Potable water-side ' � f >; ; v �¢ g,a� b � ` ❑Not Observable pressure loss of drain water heat recovery units < 3 psi fora � ❑Not Applicable individual units connected to one {or two showers. Potable water- �� t.� ! jside pressure loss of drain water ��i" heat recovery units < 2 psi for .� � ` Individual units connected t0 tit t a Z three or more showers. 404.1 ,90%or more of permanent � � ff q ❑� Complies ;Requirement will be met. F16 1 !fixtures have high efficacy lams �xe� ❑ [ ] ! 9 Y P � �" { , � �r Does Not l�4z ❑NOt Observable J❑Not Applicable 404:1:1 ;Fuel gas lighting systems have � ❑Complies ;Exception: Requirement is F123 3. i no continuous pilot light. ' Y ❑Does Not :not applicable. [ ] P g ! ;• �r ll ❑Not Observable ❑Not Applicable 46,1.3 Compliance certificate posted. ❑Complies :Requirement will be met. [fl7]2 �� = ❑Does Not k � s ❑Not Observable i ❑Not Applicable 1 High Impact (Tier 1) Z Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 9 of10 Suction. Plans Verified Field,`1/erified # Finaf�lnspection Provisions Value Value Complies? Comments/Assumptions & Req.ID , 303.3, i Manufacturer manuals for ❑Complies :Requirement will be met. [FI18] s mechanical and water heating , ❑Does Not i systems have been provided. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 11 High Impact (Tier 1) a2 Medium Impact(Tier 2) 3 Low Impact (Tier 3) Project Title: Silberstein Addition REVISED Report date: 02/02/23 Data filename: Page 10 of10 2018 IECC Energy Efficiency certificate Insulation Rating RNalue Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): . . . Window 0.30 0.31 Door 0.30 0.26 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments ISSUES/ REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.TH15 PROTECT 15 THE NEW ADDITION To AN E(15-INN 1-STORY,SINGLE FANVfLY 5TPUCTUPE,ZONED GROUND SNOW LOAD 20 ESE (PEP FD=. ;05.2 BCN'(5 2020 FROM TABLE N 102. I .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS' BY COMPONENT AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER PIG. •',C .',1)5:;N)5 2020 2.THE HEiGHT OF THE EXISTING 5TR.UCTUPE i5 25'-G'.THE HEIGHT OF THE P'ROPO5FD ADDITION WILL SEISMIC DESIGN CATAGORY B (PER SECT. ,'61.;BCNYS 20'0 CLIMATE FENE5TP.ATION SKYLIGHT GLAZED CEILING WOOD FRAME MASS WALL FLOOR BASEMENIT SLAB CRAWL F WINTER DE51GN TEMP I I°F (PER TABLE N I O T,2) FENE5TRATIP; WALL R-VALUES 5FACE WALL B 22'-G" F ZONE U-FACTOR, U-FACTOR 5HGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUF DFFTH R VALUE 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FLOOD LINEZON WA (PER•Pt 1A r1APi A.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDINNG CODE of NEW YOPK FROST LINE DEPTH 3G" WEATHERING PROBABILITY SEVERE (REF BC!J"S 21,?J! 4 0.32 0.55" 0.40 49 20 0R 1345 51 13 19 10/ 13 10,2FT 10/ 13 STATE,2C20 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF S PiA WOOD FRAME gppD® ED AS f�p��D CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DE51GN LOAD CALCULATIONS (UNIFORM LIVE I OADS) �\ 5.DE51GN LOAD CALCULATION ARE BASED ON- PER TABLE 1 G07.1 BCNY5 2020 LIVE LOAD AS PER TABLE P.301.4,BUILDING CODE of NEW YORK STATE 202(0. ROOMS OTHER THAN SLEEPING 40 P51 DA B.P. DEAD LOAD:CALCULATED AS PER R301.3 AS PER 5CNY5 2020. SLEEPING ROOMS 30 P51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG. R301.2(5)5CNY5 2'020. ATTICS WITH LIMITED STORAGE 20 PSI FEE BY- WIND EYPO5UFE CATEGORY"C",FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE 10 P51 OTIFYB ILDtNGDEPARTMENTAT 631-765-1802 8AM TO 4PM FOR THE STAIRS 4 P I FOLLOWING INSPECTIONS: LOCATION LIVE DEAD DELL'_CT LIMIT I5T.FL. 40 LB. 12 L/3SO 2ND.FL.(SLEEP AREA) 30 LB. 12 U3G0 NAILING SCHEDULE All exterior lighting 1. FOUNDATION-TV`>'O ATTIC(NUN STORAGE) 20 LB. 10 U3G0 (PER AF S PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 LB. 15 U3C0 ONE AND TWO FAMILY DWELLINGS 2015 SBC HIGH WIND EDI'ION) installed,replaced oIl- FOR POURED!�Oi�C;-{,=��. JOINT DFSCRIPTIOLi NUMBER OF CO^A"o1`-`h'PAIL` NAIL SPACING repaired shall conform 2. ROUGH-FF?A;J�ii�1G£�; F�isP�::'r'JG G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MAEAN5,METHODS, ECHNIQ'UE5,SEQUENCES,OR PROCEDURE5,OR FOR SAFETY PUCAUTION55 AND PROGRAMS IN ROOF FRAMING t0 Chapter 172 • INSULATION PER RAFTER 4. FINAL-CONSTRUCTION MUST CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) of the Town Code THERE APE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNF55 FOR A SPECIFIC USE EXPRESSED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER 1015T BE COMPLETE FOR C.O. OR IMPLIED IN THE USE OF THESE PLANS. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE 5TARTIJG CON5TRUCTi ION.DO NOT SCALE CEILING J015T LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP p ALL CONSTRUCTION SHALL PviEET THE DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE 40 8.CONTRACTOR(S)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPMEENT SHOWN,LISTED,OR BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END REQUIREMENTS OF THE CODE--, LE NEW YORK STATE. NOT RESPONSIBLE FOR RIM BOARD TO RAFTER(END-NAILED) 2-1 Gc; EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS WALL FRAMING NOTED.(:ONTRACTOP SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECESSARY TO ALTOP PLATE TO TOP PLATE(FACE-NA(LED) 2-1 Gd PER FOOT DESIGN OR CONSTRUCTION ERRORS COMFU_fE THE WORK. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd J015T EA.5IDE -} COMPLY WITH ALL CODES OF 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUfFACTURES REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C. AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I GJ I G"O.C.ALONG EDGES = NEW YORK STATE & TOWN CODES 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AMID CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd-.'.-'c,a,4-I Gd PER 2x4,2xG,2x8 RESPECTIVELY AS REQUIRED AND CONDITIONS OF OCCUPANCY, BOTTOM PLATE TO FLOOR JOIST,BAND.JOIST, - DEMOLITION END J015T OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT I � 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS IMDICATED ON DRAWINGS AND FLOOR FRAMING AS NECESSARY,AND REMOVE DEBRI5. JOIST TO SILL,TOP PLATE TO GIRDER(FOE-NAILED) 4-8d PER J015T - n P.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END S I U I IVIv.`�7,0 VI �7 BOARD !NSTA!_LAT!UN OF NFW YORK. BLOCKING TO J015T(FOE-NAILED) 2-8d EACH,END S -nl 7r 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CLOSELY AS P05515LE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-1 Ga EACH BLOCK � h V I��SI LES LEDGE STRIP TO BEAM(FACE-NAILED) 3-I C.-,I EACH J015T 3 OTHERWISE NOTED. IY J UCH 4. EXISTING 51 KUCTURE AND INTERIORS TO RE`.MAIN SHALL BE PROTECTED AS NECE55ARY DURING JOIST ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER 1015T SKY PLANE D I AG RAM OEMCLITION AND CONSTRUCTION. BAND JOIST TO JOINT(END-NAILED) 3-1 C;a PER JO15T 5. CONTRACTOR SHALL PROTECT EXISTING 5ERVICE5 TO REMAIN AND SHALL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(FOE-":AILED) 2 I Gd PER FOOT PLUMBING TELEPHONE 5ERVICE5 AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL„OR CAPPING OF EQUIPMENT ROOF SHEATHING ALL PLUMBING WASTE CHD AS NECESSARY, 5TRUCURAL PANELS 8d (FABLE 3.8) �WATER LINES INSECT DIAGONAL BOARD SHEATHING TASTING S FORE CO3''1ERI1\1G FOUNDATIONS I"xG"OR, IN8" 2.8d PER SUPPORT rs r I.ASSUMED 501L BEARING CAPACITY, 1,50011215ct.Ft. I"x 10"OR WIDER 3-8d PER,SUPPORT ELECTRICAL 0C'CU,PANT✓Y OR; 2.CONCRETE TO BE PLAN,REINFORCED,3,000 Psi.-25 DAY TEST. I�I�Q�� 3.ALL.NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING _CITIONREC,,owp.-E) U�jE IS UNLAWFUL GYPSUM WALLBOARD 5a eo:-•e s 7"EDGE/ 10"FIELD GENERAL CONSTRUCTION WALL SHEATHING qq .PI.OVIDE ALL LABOR,MATERIALS,TRANSPOR.T'ATIOr.,EQUIPMENT AND SER\VICES NECESSARY TO (TABLE 3.9) ( (1 SBEIRBO RDIPANL 8d kMT'�OUT CERTIFI .;Or,.PLETE At! WOOD AND PLASTIC WORM.REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS TI- REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WOP.�_ d t 1 2 FASCIAS.SOFFITS AND EXTERIOR TRIM 5HAI-L MATCH EXISTING. 7/16" nA 3"EDGE/6"FIELD IV�USt Provide at1Ua� 3. LN"rEPIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/G"FIELD D OF OCCUPANCY , 4.FRAMING EL'_VFNT5: GYPSUM WALLBOARD 5a cooe•o 7"EDGE/ 10"FIELD f and S as per A.ALL FP,A'ANG LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LAPGCH 5TRIJCTJRAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) (�/ ORBETTER.ALL ENGINEERED LUMBER 5HAI L BE AS INDICATED ON DRAWINGS,OND SHALL BE INSTALLED,CUT DIAGONALL EOARD SHEATHING (TABLE 3.9) �t'S Ener \, o gy Code �� RETAIN STOR?JI WATER RUNOFF AND DRILLED IN ACCORDANCE WITH MANUFACTIJREP5 REQUIREMENTS AND 53PECIFICATIONS. I NG"OR I'k8" 2_&I PFP SUPPORT `\ N PURSUANT TO CHAPTER 236 C.ALL 5HFATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDI'ICATED. r i I"x 10"OR WIDER 3-8d PER SUPPORT /^- _ _`- __ OF THE TOWN CODE. D.AL SUB FLOORING TO HE APA RA ED STURD-I-FLOOR,EXPOSURE I I,3/4"MIN.THICK.NES. /� / E.ALL HFADEP5 G'-O"N"9 OVER SHALL BE SUPPORTED WITH DOUBLE UJPRIGHT5,9 O"AND CVEP I LOOK SHEATHING \, ? / - .r ✓✓ITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS 5H1UWN ON DRAWING. 3TRUCL'RA.L PANELS �� i ----- S 85. 50r Blob`er door 14" F.501JL BLOCKING SHALL BE PROVIDED FOR ALL JO'5T5 AND FLOOR 53EAM5 PS PER BCrJYS 2020 I"Cf LESS 8d G"EDGE/ 12"FIELD � N i ---- ____ OR AS NOTED @ 8'-0"O.C.MIN_PROVIDE 2"51-ACE FOR AIR.CIRCULATION INN ROOF. GREATER THAN I" l0a G"EDGE/G"FIELD / - - E and ductivorlt G PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(5TA;R5,ETC.)CDR A5 NOTED ON DRAWINGS. DIAGONAL BUAkO,SHEATH,JG = __ _ -CRU ---_ testingrequired. H.PRCVIOE DOUBT E UP FRAMING UNDER ALL POSTS AND PARALLEL PA RPTITION5 OR AS NOT ON I"xG"OR I"YE" 2 3U1 PER SUPPORT SHEp t q • PLUI',IBER CERTIFICATION )PAWING IN 10"OR WIDER 3-ea PER SUPPORT �25,23' i _ S I QNE � -�� i ALL FI.U511 WOCD CONNECTIONS SHALL BE FA5TENEJ WITH RATED GFALVANIZED MFTAL DI VEw^ - ON LEAD CONTENT BEFORE GONNFCTORS BY"5IMPSON"OR APPROVED EQUAL. / i ----- �`I - J.NATL(KG`.iCHEDJLE SHALL BE AS PEP.BUILDING CODE of NEW YORK SiTATE 2020 AS P,MINIMUM l_ CERTIFICATE OF OCCUPANC ALL 2"xG' 5TUD5 SHALL RECEIVE(5) I Od WAIL`AT 51LI AND PLATE.AL EXTER'.;OP,NAIL5;HALL BF i N85. -- _ ' e0' --- ...250 -' -- -- GALVANIZ-D 51E ATTACHED NAILING SCHEDULE (rJ i �- S 14 W RIGHT OF -- SOLDER USED IN VIA TER K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.0 EXTERIOR E:OGE:,AND Gd NAILS @ 12" �. / -- -__ _ - J.C. INTERMEDIA11. SEE ATTACHED NAILING SCHEDULE. /C� tr /' ----__ -_ WAY (PER D --_ SUPPLY SYST7"t^ C/!,P�l,'\lC L.ALL IN•:fcR1OP AND FYTERIOR F IN15HE5 TO BE SELECTED BY OWNER. 10 - s / -- DES - - , _ 0 1 0' ;,n M.ALL:T�OF RAFTERS SHALL vE A TACt1ED TO THE PLATE AND 5i UD WITH GALVANIZED HIURRICANE CO O ^ /4 ,// M� _______ _____ 'ZSr RIGHT ___--_--_-- TIQN� - - ---- - 559.11 EXCEED �, Or 1 io ( f✓L t_ TYPE CON"JEiT;)RS B'r'"51t P50N"CR APPROVE. EQUAL.FOR TIMBER PILE F(OUNDATIGNS.PROVIDE / 5 - _ HURRICANE CU"`_�AT ALL PEP!!ASTER JOISTS TO GIRDER.CONNECTIONS. &8 cc ,\ OF W 5.ALL NEC/WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON GAS,I:v1PACT RESISTANT AS B�`SrD N / // O _--_-_ EXIST NC AY (PER F LED REQU1t�LLD APR NE cV ,� / ^ _-_ E E I M G.LGAD PATH5 ARE INDICATED 13Y5ECTION DRAWINGS. M i' Y �• . ON /� '2•. ./ N '--_-.. �INKNOw AP) 7 `TAPPiNC,AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE_2020 R5CNY5 AND 2020 .: ) 0 c r r\ - N W`CM.(SEE NAILING SCHEDULE) II l,sr ` Z i / N C� -- 8,f LA5HiNG AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPRPOVED RUBBERIZED tc¢I / ^ -'-- ' I-:� �� LOT I S, �� /' 2 ___ ____ � `�'- _. _ _ 'n � THESE PLANS ARE AN INS'l'RlltvitiNT i�I' MEMBRANE. , `oz ./ / (� Q '' / -- 5�9'-- r_ _ 1 47 SERVICE_ AND ART?THE PROPERTY OF I't IE 9.FLA5HR;G AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS 51-HALL BE ALUMINUM. I Y'. p / N (V / _ _ 10,STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND WERTICAL SURFACES,EXCEPT 1 /�f�`� rC` / r _ �': / _---`_ - 7� - ___ Lo AK( HTI POT. IPiTRINtTF.ME N'1'S WILL 5TLP FLASHING AND COUTE"'-AND CAP-FLASHING SHALL BE USED AT INTERR5ECTION OF ROOF AND J�• O i V, l / _ NPROSECUTED CHIMNEY,ANT)P;)OP AND Wk-L5. 1 2S• . __% J % f3E I I.INSULATiOPL SHALL BE BA i INSULATION OF THICKNESS INDICATED ON TH1E DRAWINGS AND SHALL BE 3,5 �. -_ '`Ili / 2 1/2 1'n. DENSITY FIBER-GLA.,5 BATTS CONFORMING TO THE 5PECIFICAT!ON15 FOR PRE-FOP,MED FIBROUS CORNER 3 // NO NEIIGHEORLY WELL LOCATED Zt)Zz ALL RIGHTS KESERVED GLA55 INSULATION.NAAMM 5TANDAPD 51, 1 b;70. CLO5ED-CELL SPRAY-IN FOAM INSULATION(P-G.5 FER [� I 2 WITHIN! I SD'OF PROPOSED INCIi)BY ICYNFNE CP APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON DRAWINGS. H O L-D DOWN BD i S 3 , / SEPTIC SYSTEM '' NEW INTERIOR DOORS 5t1ALL MATCH EXISTING. 0 1T IS A VICILAT'1nN OF TI it TAW FOk ANY P;:RS(,'S, 13. NE%V t1AR T,4,AR,E SHALL MATCH EXISTING or BE SELECTED AND APPROVED BY OWNER. � �- 8 � LINT ESS ACTING UNDER�rHE DIRECTION OF A 14 GYPS'Jt,,'i:::4RD SHALL DE EA5ED EDGE TYPE,CONFOPMING TO ASTM C33G,AND SHALL BE W. `� , NO NEI IGHBORLY SEPTIC SYSTEM BASED ON SURVEY 8Y: "SHEETRO%Y,.:,"BY U.S GYPSUM CO.OR AP:'F:GVED EQUAL. GYPSUM WAULBOARD THICKNESS SHALL BE `. THOMAS MATARAZZO LAND SURVEYOR GROSS FLOOR AREA: I,2 NO � - � LOCATfED WITHIN 150'OF N/o/F LICENSED AP.CHI'rPCT,TO AL."rPR Atv'Y ITEM ON 1 5.AL NEW AND REPAIRED GYP.BOARD S!1ALL 13E TAPEU AND SPACKLED THREE!3>COATS.ALL EXTERIOR „< _ EXI5TING WELL DATED: G OCTOBER, 20I 3 P5' 04 F- I THIS RAT DRAWING S ANY WAY. ANY I ED,A Rt7.F,n NO NEIGHBORLY WELL LOCATED WAYNE J. MOTT t MARY 0. MOTT EXISTING BUILDING FI FLv7B :,SS�;J '_1 I' NEW ADDITION FIRST ,FLOOR: n ._•,4. .`_lt FT ALTF'RATfONMUSTRFNOTF.D,tiF.;WtTD,A?yin CORNERS SHALL HAVE METAL CORNER BEADS. �- WITHIN 1 50'OF PROPOSED ELECTRIC 5CTM: 1000-97-3-1 I.e FW AC)DITI,.ti n FLOOR,: _,( ; DFSC'RIIIED IN ACCOW)ANC'fi WITH THE IAW. L 5EPTIC 5Y5TEM y� BOX I -. I'F ZONED: R-50 FINISHES _ -- r M( R 90 _.__- `�,GR 0 SEE 5KY PLANE AREA: 87,239 SQFT OR 2.01 ACRE NE41i 1. NEW WOOD FLOORS TO BE SELECTED BY OWNER.SANDED AND POLYURETrHANE,3 COATS. `' / _ I_R (� a I - F[�•A' �O TOTAL GR.055 FLOOR AREA: ;S`^.E��.✓ { �..�.. `" '.'� '�,J Cyr Y Brown 2. EXISTING WOOD FLOORS SHALL BE PROTECTED,SANDED AND RFFINI5HEDJ. F� r' '�' I ALL SURROUNDING PROPERTIES ``� `` `.. S IAGRAM Q Robert I 1JrVW ?. CERAMIC TILE FLOOR.4HALL BE SELECTED BY OWNER AND INSTALLED WLTHH THIN SET , _.-. 1 ;...., . ♦ ELECTRIC `s Q D • -- ' �.,N LOT COVERAGE: DRAINAGE CALCULATIONS: --� ADHE5IVF. c WITHING 150'RO PROPERTIES Q METER BF S ' 4.EXTERIOR.PAINT 5HALI_BE LATEX ACRYLIC BY BENJ.AMIN MOORE OR APPROVED EQUAL, LINES ARE IMPROVED : R4 2% ,� Architect, P.C. AFFLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS. 1` APPROXIMATE T(�ST EXISTING BUILDING�OTPRINT: 2,352. 5Q FT COLOR TO BE SELECTED. . - b^ EXISTING INTERnOR WALLS AND CEILINGS LLS !^:ROOMS AFFECTED BY THE WOIRK SHALL BE n �N �` V� NEW ADpmaN': 1,177 SQ FT ZONE I 205 Bay Ave. Greenport NY w V v GGG 5F x I x 0. 17 = 1 13-2. CF info@rlbrownarchrtect.com PAINTING 5HALL BE ED AND ,TWO(2)COATA BEN AMINEM'OORE✓HALL BE LATEX FAINTED,D AND COLOIR TO BED Fr � ,`� � STONE �1`,� Cj �• NEW TOTAL BUILDING FOOTPRINT: 3,529 5Q FT PROVIDE (1) 8' DIA x 3'G" H '''K`�"LL (1 47.8 CF) � _ RIDGE CROSS SECTION _ JD VIEW `\ INAGE U7 631-477 9752 _ SELECTED BY GAINER. v PLANTER BEN AM NG. I MOORS LATEX ACRYLIC/S�A!yGLr 55 PAIpMFD,AND FINISHED WITH TV O(2i COATS \T. �`\ X15jW�ON�LL Zi NE I �0 11' `� ��• ^!� LOT COVERAGE: 3,529/87,239 = 4% ZONE 2: �' G50 5F x I x 0. 17 = I I O.E. CF HVAC °GCOVER;ED �`�e� NOTE:ELEVATIONS HEREON REFER TO NAVD 1988 PROVIDE (1) 8' DIA x 3`,` H v 'VrLLL (14.7.8 CF) ! I PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND 5ERe/ICES ``\ FyvS`vN r CDR IH _ ` ��H,. NECESSARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SfPACC3 V �--- AS REQUIRED BY THE DRAW NGS AND'ECIFICATIONS.AND THE 2020 MECMANICAL d En ISP :'1 '-�• U WORCODE ofK.^W OP.Y STATE,OR R A.-ONABLY IN11'UED A..P.ECE55ARYT0 CObVPLETE �\ u a a t fry NO NEIGHBORLY WELL LOCATED P . �'`` �' ADDITION "�� ----------- -- 2.EXISTING BOILER TO REMAIN. v a / PROPOSED �```````` 8________4_____________________________...__.___ 333.271' 4.PROVIDE ADDITIONAL AIR-HANDLERS,DUCT✓✓DRK,AND CoNTR.OL5 AS NE-_E5SARY '""-`ti"i ;� '� _, , 1 SEPTIC SYSTEM R� _ NEW SPROPOEPTIDC 69' `��`�., 25' _ ------------------------------------------- O ✓. �` �+_ 1 '�"1:�� 3.EX15TING AIR HANDLERS AND CONDITIONERS TO P,FMAIN. / WITHIN 150 OF PROPOSED , Al TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. ---- -•- ,C �, __ FENCE AROUND \� LNG G1 S 6 33• RIGHT OF WAY P; FILED CONC. PAVE. C UN Ell\S S�RV 5Y5TEM 393, 04ry _ ( �2 , MAP) '►� d ;R s,i + ALL SURROUNDING PROPERTIES PI PME '3c 500G.nL / O PLUMBING t WITHING 1 50'OF PROPERTIES FR SERE,` /5 t R 0 O Ln 1. PROVIDE ALL(ABOR,MATERIALS.TPAhJSPORTAT(ON, EQUIP4M1ENT,AND 5ERVICE5 LINE5 ARE IMPROVED ww'O �( DR GE _ 1, lyJ Fe NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DP*WINGS 1 // �7� ` 8P O \\O ZONE 2 e S 870251 011 AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE,COR. � // � Y I r OQQ P P , `t w � R'EA5ONABLY IMPLIED AS NECESSARY TO COMPL ETF THE WORK. w 273,?_7 0 2.CONFOP,A TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAVrV WITH ! O NEW A58'au.x 8'-O "`- REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE(Oh;THE -� 0� 0 FENi. ONC. R PR,GAsr LEAC LNG Pools `1 � FUTURF 504b EXPANSION APPROVED"LIST Cr CERTIFIED WATER SAVING PLUMBING FIYTURE5"AS PUBLI'I5HED BY 3 • ``� C Q`vG ' (I 18'du x 8'-0'PRE015T THE NEW YORK STATE DEF.ARTMENT OF ENVIRONMENTAL CONSERVATION. _ 0 � OQ PN �' �6 ; LEAcnING Pool / 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UND)ER THE O FRAME �PR P\.\\� R0011, ' CLIENT/OWNER JPERV151ON OF A PROPERLY LICENSED MASTER;PLUMBER. UPON COMPLETIION,THE SHED \N'0 P0 \" ��/ REPLACE EXISTING SEPTIC SYSTEM �� TEST HOLE I/27/�C 17 'I! PLUMBER SHALL PROVIDE A 5OLDEP CEPTIFICATIf AS RFQUIRED BY THE TO"N OF `'� Z SVAN`' 'Q WITI1 NEW -1.THECON c ��/ ) M�" �� ' • SILBERATEIN -1.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, �"'-' tY 1�- P / EL. CERTIFICATIONS,UCEt:5E5 AND INSPECTIONS ASS REQUIRED BY LOCAL,5T/ATE,AND j r � \ �R O / � +2 1.0 0,5' 1 FEDERAL A',JTHORITIE5,AND ANY OTHER APPLICABLE JURISDICTION. r\\. J r oO� ` PF:OWV;,, L-v':Y`_:P.I'dU SC _ STEVEN AND ILENE ELECTRICAL FLO°R _f' I 6 , , V P � � �� EL. 2.0' JPIST r ' ------- • << P� N/o/F 1,FURN15H ALL LABOR,MATERIALS,EQUIPMENT. PLANT,TOOLS,AND SERVICIES � � � �• F<NCG G NECE55ARr'AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALLL NEW '_ y TECHEN 5UZANNE MOOPER ELEC"i kiCAl_51'STEMS AND RELATED WORK INCLUDING;BUT NOT LIMITED TO: = C� _\� /� ` 1496 SKUNK LANE CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHTING, % \ e �'- ----•--�'� \.\\ \v 5ERVICE5, FEEDER,;.DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIION5 TO �' / �� ]({1 \� CHAIN Q v CUTCHOGUE, NY 11 APPLIANCES, GPOUriUING,AND ALL INCLUDIN,ALL CONNECTIONS AND DEVICES 935 WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS,AND Z • co �� AND SPCIfICATIOtN5 AND AS NORMALLY SPECIFIED IN TH15 TYPE OF PROJECT AND E 1 ✓ 6 FALE E PO', A;•ii, _NA, INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND I £/S {I NO NEIGHBORLY WELL LOCATED PROJECT TITLE ELECTRICAL DISTRIBUTION SYSTEMS. DRl ' WITHIN 1 50'OF PROPOSED 2.ALL WORK SHALL CONFORM TO THE REOUIREMEINT5 OF THE 2020 BUILDINIG CODE cA' U� of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFFA NO,70-2017('NEC), I �I 4,2' <YVA Y .^- \�Cj / (� SEPTIC SYSTEM ADDITIONS AND LOCAL UTILITY STANDARDS,OCCUPATIONAL 5AFETY AND HEALTH CAT(05HA,),THE ;' \. [�•I NATIONAL ELECTRICAL MANUFACTURERS'A550CIATION(NEMA)AND ANY OTHfER L,j VVV LOT 2 `I� Q RENOVATIONS REQUIREMENTS E CODES. IN THE WILL APPLY, EVENT OF CONFLICT,THE MOPE STRINGENT ✓--- • NA/� L� 0 ALL SURROUNDING PROPERTIES 3.ALL PRODUCTS USED FOR ELECTRICAL WORK SHALL BEAR THF UNDEKWRITIERS -- - - - - •• j t FD / M WITHING 150'RO PROPERTIES OP / 0 ONQ Fill LINES ARE IMPROVED LABORATORIES,INC.LABEL AND BE SUITABLE FOR THE ENVIRONMENT IN WHICH THEY FLOOR ( W rr`' . WILL BE INSTALLED. J015T =t) j rL CF / EL. 1 7.0' 4.ALL WORK ON THE ELECTRICAL SYSTEM 5HALL.BE PERFORMED BY OR UNDIEP THE """ I �� SUPERVISION OF A PROPERLY LICENSED MASTER:ELECTRICIAN. - �Q Z \GOO / /• +3.0 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMiT5,LICENSES j \1CO DRAWING TITLE AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, _.� f (V 14 89 NO WATER ENCOUNTER;C �i�/ AIND ANY OTHER APPLICABLE JURISDICTION. I' I �O OO// FE ON v G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES j SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL / � Q _J 222, 76, S 89 O7/2�// w _ ° SITE PLAN SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS \ APE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHIICH /� R SLEEPING QUARTERS ARE LOCATED. / Z 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of NEW area maintained �7.3 l 6l� YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE e _ e T b others 2 �V y PLFEPING AREA AND UPLIFT GONNEC ION:) Q y P l PROVIDED OUTSIDE EACH SEPARATE STEEPING AREA,IN EACH 5 (� NO NEIGHBORLY WELL LOCATED r ' ON EACH FLOOR LEVEL 8.CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE Q WITHIN 1 50'OF PROPOSED ALE MARCH zz, zoz3 CONNECTIONS DETAIL DRAWING NO. AND BURGLAR ALARMS AS NECESSARY. SEPTIC SYSTEM SITE PLAN �� i' =40 ALL SURROUNDING PROPERTIES WITHING 150'OF PROPERTIES LINES ARE IMPROVED SCALE: 1" = 50' EXISTING EXCEPT A5 NOTED �V A'Pr r ISSUES/REVISIONS A 24'-10" BILCO 5CAPEWELL 14-0"V.I..F. 45G2-54 EGRESS 1 2'-9 1/2" WINDOW WELL 1 1 2'-5" 12'-5" I A PROVIDE#5 RE-BAR NDERSEN 400 SERIESCX 135 CASEMENT � @24" O.0 VERTICAL I ;/ I EGRESS WINDOW I G 1/2" 6' 12" LONG SECURED p INTO EXISTING CONC. FOUNDATION WITH N N EPDXY(TYPICAL) I I I I cp — N — � EXISTING FOUNDATION TO REMAIN \ '< N 1 1'-9 1/2" 12'-0 1/2" — \ � N CUT 3'x G'-8"OPENING IN \\\ m (3) 1-3/4"X 9-14" MICROLLAM LVL EXISTING FOUNDATION WALL BETWEEN EXISTING AND NEW BASEMENTS. x LOCATION TO BE \ N 4" POURED CONCRETE G" I I C DETERMINED ON SITE. SLAB WITH WELDED WIRE \ MESH I L TH. CONCRETE o I ( FOUNDATION WALLS \ WATER PROOFED N I I WITH "BLACK MAGIC" N POLYETHALENE(TYP). PROVIDE#5 RE-BAR R / - N to PROVIDE RIGID INSULATION @24" O.0 VERTICAL — AS SHOWN ON SECTION 12" LONG SECURED x INTO EXISTING CONC. FOUNDATION WITH �• I I N I EPDXY(TYPICAL) o I t 9'-G" I �0 I 9'-9 1/2" EXISTING FOUNDATION TO REMA'N G I/2" — — — — — — — — — — — — — — — — — — —� THESE PLANS ARE AN INSTRUMENT OF / _ _ _ SERVICE AND ARE THE PROPERTY OF THE EXISTIPNG FOUNDATION TO REMAIN \ — — — — — — — ' o "- ARCHITECT.INFRINGEMENTS WILL \ - - - - - - - - - - - - - � � BE PROSECUTED 27'-I O" 1 2022 ALL RIGHTS RESERVED EXISTING FOUNDATION TO REMAIN IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DFSCRIBPD IN ACCORDANCE WITH THE LAW. 8 Robert I. Brown fO U N DATI O N FLAN Architect, P.C. = zo5 Bay.Ave. Greenport NY SCALE: 1/4" = P-0" info@ribrownarchitect.com 631-477-9752 EXISTING FOUNDATION TO REMAIN 4. `✓-* \t CLIENT/OW ER SILBERSTEIN STEVEN AND ILENE EXISTING FOUNDA.TP;)N TO REMAIN 1496 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE FOUNDATION PLAN DECEMBER 7,aoaa SCALE1/4"-1'_0" DRAWING NO. - I ISSUES/REVISIONS A 14'-4" 1 9'-O 1/2" 19'-0 1/2" PRE-FAB CONCRETE PADS FOR SPLIT SYSTEM HEAT PUMPS NOTE: ALL GLAZING SHALL BE ANDEER5EN LOW-E. (2) 2x 10 H ADER(TYP.) — — — -- `r / 10"SQUARE COLUMN / \ -2' 1 5'-1 1 1/2" 5'-4" (2) 2x 1 2 GIRDER N W 2xG EXTERIOR CONSTRUCTION 2' CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R 15 BATT INSULATION o}C c9 IX' CD-X RATED PLYWOOD SHEATHING o = p o TERPROOP MEMBRANE < O ILJ/ SIDING TO MATCH EXISTING = z w z � � f- 0Q _ \ ` x W O ( O N N LLJ ART STUDIO N Ov m 2"X 10" @ 1 G"OC \ EO�0 00 / 110" SQUARE COLUMN STORAGE �o / Ln / Lu REMOVE EXISTING 7'-1 CD" 23'-10" 13'-p" C / WINDOW PROPOSED PORCH 332 SF 2GG8 2GG8 �� 2GG8 N I I a 1. NEW INTERIOR DOORS p 10'-4" DECKING SELECTED BY OWNER cv I cv fC NEW INTERIOR DOORS �J TO MATCH EXISTING �U N f 4 I/2 DE D REMOVE \ TO MATCH EXISTING _ 4'-2" G-2 1/2" 10' 3 /2" TING BATHROOM / REMOVE ALL FIXTURES, • I / PIPES, AND TILE /- NEW STAIR TO 2ND 110"SQUARE COLUMN / 50G8 N FLOOR: / EXISTING DOORS RISE: 7 5/8° O / TO REMAIN � RUN: 9Yz' N N / NEW FLOIN� m RISERS: 14 Q / MAJ:E Xn'rING 30G8 f o } ° \ ✓j / — N WOOD FLOORING TO BE SELECTED BY OWNER — w = o O REMOVE EXISTING 1/2"5HEETROCK ON ALL WALLS AND CEILING o \ WINDOW. PATCH O B�iv TAPE, SPACKLE AND PAINT 3 COATS = = w O Lu O� EXTERIOR AND \ p < 0 —o \ G p\N\NG�O INTERIOR TO MATCH I Q N s v Lu EXTE J O A - (2) 2x 12 GiP,_�ER 4, THESE PLANS ARE AN INSTRUMENT OF 10"SQUARE COLUMN SERVICE AND ARE THE PROPERTY OF THE \ ,OOM ; UP f f !� — — ARCHITECT. INFRINGEMENTS WILL G T-0" (2) 2x I HEADER(1YP.) — — — — — — BE PROSECUTED 2022 ALL RIGHTS RESERVED \ \5C\NG Fp tl\5-\N V 9'-4 i/2"V.L.F. 10'-2" 8'-0" \ NEW 2xG EXTERIOR CONSTRUCTION IT IS A VIOLATION OF THE.LAW FOR ANY PERSON, 2" CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) UNLESS ACTING UNDER THE DIRECTION OFA R-15 GATT INSULATION LICENSED ARCHITECT,TO ALTER ANY ITEM ON \ \ 1/2"CD-X RATED PLYWOOD SHEATHING THIS DRAWING IN ANY WAY. ANY AUTHORIZED WATERPROOF MEMBRANE ALTERATION MUST BE NOTED,SEALED,AND OB 51DING TO MATCH EXISTING DESCRIBED W ACCORDANCE WITH THE.LAW, Robert I. Brown f=I fZST F LOOK O IZ i=LA N Architect, P.C. \ Q�N GROOM / / 20 Bay Ave. Greenport NY \ \N�V\,� in o@ribrownarchitect.com \ \5 631-477-9752 J"i 1 2.i Zz CG \ / CLIENT/OWNER SILBERSTEIN STEVEN AND ILENE 1 1496 SKUNK LANE \ WINDOW SCHEDULE CUTCHOGUE, NY 11935 \ 0VDROO M / MODEL SIZE TYPE LITE5 QUANTITY NOTES PROJECT TITLE MPS WEATHER SHIC-D SIGNATURE SERIES DOUBLE HUNG WITH \NG A 3050 30„ x 5 I DH I OVER I 6 LO\�/_E ARGON FILLED GLASS ADDITIONS AND B 203G 2'0"x 3'5"" DH I OVER 1 2 WEATHERS ':i"LD SIGNATURE SERIES DOUBLE HUNG WITH RENOVATIONS LOW-E ARGON FILLED GLA55 3040 310" x 4'0" DH DH 8 WEATHER 5HIEL.D SIGNATURE SERIES DOUBLE HUNG WITH LOW-E ARGON FILLED GLA55 \ \ \ EGRESS DRAWING TITLE 3050 3'0" x 5'0" DH DH 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH LOW-E ARGON FILLED GLA55 FIRST FLOOR`- N \ / \V REV 09 a> 2023 LE 1/4"=i-o" �. / DRAWING NO. Aft f ISSUES/REVISIONS A 1 9'-0 1/2" 1 9'-0 1/2" \ O O « O \ e CEI NG HT LES THAN XC \ G'-G" THISA A I - m N CEILING HIT 7'-G" I = IN THIS AFREA / D N N I � N \ \ OWN I G'-G 1/2" I N XHIEA CEIL G HT LES THAN CEILING H'IT 7'-G"G' G" I THIS REA IN THIS AFF EA — — — 24'-1 I I/2" I — \ I \ I \ BI 0 0 0 0 \ \ \ E ONDF S C LOOP, PLAN. A / SCALE: 1/4" - P-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. - - - - - - - - - - - - - - - - - - - - - - - - - - 2055 Bay Ave. Greenport NY - 4 I info@ribrownarchitect.com g - - - - - - - - - - ` - - - 631-477-9752 IN \ I c� c� �'��• / n N O p In Ilu L PROVIDE ALUMINUM STEP I I .r O FLA5MING WHERE ROOF IN p MEET5 VERTICAL WALL w 171 N I CLIENT/OWNER N I SILBERSTEIN Z I Ni4 C STEVEN AND ILENE I N i N PROVIDE ALUMINUM STEP Q z FLASHING AT ROOFING w - - 1496 SKUNK LANE TRANSITION o I z g z I CUTCHOGUE, NY 11935 - - - - -� Q 0 p O p n ui a- PROJECT TITLE ADDITIONS AND RENOVATIONS I — — — — — — — — — — — DRAWING TITLE SECOND FLOOR PLAN ROOF PLAN DECEMBER T 2oz2 SCALE 1/4'=1-0 RO O F PLAN DRAWING NO. AN SCALE: 3/1 G" - 1'-0" EX15TING EXCEPT AS NOTED Aq I ISSUES/REVISIONS BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING F] VINYL SIDING TO MATCH EXISTING VINYL SIDING TO MATCH EXISTING NEW WINDOW TRIM TO MATCH EXISTING (TYP.) NORTH ELEVATION SCALE: 1/8"- 1'-0" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. 3046 3036 port NY nfo@ribrownar Ave. Green h tect com 631-477-9752 ol VINYL SIDING TO MATCH EXISTING CLIENT OWNER SILBERSTEIN Qna , STEVEN AND ILENE CU6 SKUNK LANE TCHOGUE, NY 11935 PROJECT TITLE NEW WINDOW TRIM TO MATCH NEW WINDOW TRIM TO MATCH ADDITIONS AND _ EXISTING (TYP.) EXISTING (TYP.) - - - - - - - - - � RENOVATIONS EXISTING STRUCTURE TO REMAIN 5'-2 112" 38'-1" DRAWING TITLE 43'-3 1/2" NEW CONSTRUCTION ELEVATIONS SOUTH ELEVATION SCALE: I/8" - I'-O" SCALE REV FEB z,2023 1/4"=1'-0" EXISTING EXCEPT AS NOTED DRAWING NO. I ISSUES REVISIONS NEW 2x 10 RAFTERS @ I G" O.C. 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 112" CD-X RATED PLYWOOD SHEATHING WATERPROOF: MEMBRANE BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING 17111 12 V.I.F. MATCH EXISTING ROOF SLOPE t 2x 10 JOISTS @ I G"O.C. 2: 1 X5 AZEK TRIM13OARD a- (2) 2x 10 HEADER(TYP. NOISE CANCELING R" INSULATION i NEW 2xG EXTERIOR CONSTRUCTION 2" CLOSED CELL SPRAY-IN FOAM INSULATION (pl-13) R-15 BATT INSULATION 112" CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE SIDING TO MATCH EXISTING 8" 4" POURED CONCRETE SLAB 2.10 JOISTS @ I G"O.C. wl R-30 BATT INSULATION 5" POURED CONCRETE 2" PAT SLAB FOUNDATION WALL wl#5 PEBAR.IN EACH DIRECTION I G"x 5" POURED CONCRETE f COTER.wl(3)#5 RE BAR CONTINUOUS. MINIMUM 3'-0" BELOW GRADE ON UNDISTURBED 501L EAST ELEVATION E,�L 5CALLE: 114" - P-0" SECTION 5 SCALE: 1/4" - 1'-0" 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-40) 112" CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL 2"X 12" RIDGE BEAM BE PROSECUTED 12 2022 ALL RIGHTS RESERVED 2"x(5" A I-M ,7-1/2"CLOSED CELL SPRAY IN FOAM 111 ALI IT IS A VIOLATION OF THE LAW FOR ANY PERSON, INSULATION (R-40) UNLESS ACTING UNDER THE DIRECTION OF A 12 LICENSED ARCHITECT,TO ALTER ANY ITEM ON NEW 2xI0 RAFTERS @ Iro"O.C. THIS DRAWING IN ANYWAY.ANY AUTHORIZED 7.5"CLOSED CELL SPR)A�'!,N FOAM INS JL\1 ICjp (R- ALTERATION MUST BE NOTED,SEALED,AND 7 112" CD-X RATED PLYWOOD SHEATHING DESCRIBED IN ACCORDANCE WITH THE LAW. WATERPROOF MEMBRANE BLACK ASPHALT 5HINGLLE ROOFING TO H EXISTING Robert I. Brown 2"TIl CLOSED CELL SPRAY IN FOAM INSULATION WITH Architect, P.C. IFIDEKGAI-55 BATT 20 Bay Ave. Greenport NY INSULATION TOTAL R-28 3G" HANDRAIL t i�?o@ribrownarchitect.com P, TO CODE(TYP— ,!_.) .7 631 2'-0" J� 21-011 -477-9752 BEDROOMS 3/4"TH AZEK L TRIM BOARD R 2x 10 JOISTS @ I G" O.C. I X5 AZEK TRIM13OARD wl R-30 BATT INSULATION �'Tll A-7EK----- (2) 2x 10 HEADER(TYP.) NEW 5TAI R TO ATTIC: TRIM BOARD RISE: 7 NOISE CANCELING MOI` CANCELING I.. RUN: OY2" NEW 2xG EXTERIOR CONSTRUCTION INSULATION N5ULATION RISERS: 14 2" CLOSED CELL SPRAY-IN FOAM INSULATION (P,-13) R.-15 BATT INSULATION 2"xG"CCA PLATE ANCHORED 112"CD-X RATED PLYWOOD SHEATHING WITH 15" BOLTS (2 PER SILL WATERPROOF MEMBRANE 10" SQUARE COLUMN MIN) OVER ALUMINUM SIDING TO MATCH EXISTING TERMITE BARRIER AND SILL SEALER. CLIENT OWNER 2x 10 JOISTS @ I G" O.C. LA ONTINUOU5#5 REDAR DECKING 5ELEC ED BY OWNER m M WzS I LB E RSTE I N 2x 10 JOISTS I G"O.C. wl R-30 BATT INSULATION % (2) 2x 10 FLUSH GIRDER m wl P-30 BATT INSULATION (2) 2x 10 GIRDER • (f) N I cTf[U 4x4 WIT P.T. POST SECURED STEVEN AND ILENE GIRDER JOISTS SECURED WITH H FORT HOLDER PROPOSED CPAk-VL SPACE 5" POURED CONCRETE JOIST HANGERS z FOUNDATION WALL 10"cha. 50NOTUI5E < b 2" RAT 5LA-D u (n 1496 SKUNK LANE > = OE • CUTCHOGUE, NY 11935 -fro' 0 t u- 2" RIGID INSULATION 30"x30"x8" POURED +1 Z (P,-10) CONCRETE FOOTER wl #5 REBAR IN EACH DIRECTION. PROJECT TITLE %I ON IMUM 3'- " 13ELOW GRADE ADDITIONS AND I G"x 8" POURED CONCRETE ON UNDISTU0RBED 501L fOOTER.wl(3)#5 RE15AR lt ".77, CONTINUOUS ON 77,7,1 11 RENOVATIONS L UNDISTURBED 501L 2'x 2'x 12" D REINFORCED POURED CONCRETE FOOTING 8" POURED CONCRETE FOUNDATION WALL w/#5 5 E CT 10 N A REDAR IN EACH DIRECTION DRAWING TITLE 5ECTION C I G'x 8" POURED CONCRETE fOOTER wl(3) #5 REDAR. ELEVATIONS SCALE: 114" - P-0" SCALE: 114" - P-0" CONTINUOUS. MINIMUM MUM BELOWGRADE SECTIONS ON UNDISTURBED SOIL DECEMBER 7,20227 SCALE 1/4" l'-O" DRAWING NO. Aft i ISSUES/REVISIONS LEGEND - - — - - - - �- � __.. $ LIGHT SWITCHIILG.. 3 = THREE WAY r' D = DIMMER ® JAM SWITCH OUTLET : GFI= GROUND FAULT INTERUPT 220 = 220 VOLT 4 = QUAD OUTLET FIXTURE S= SURFACE MOUNT PROVIDED BY OWNER R= RECESSED PROVIDED BY CONTRACTOR WALL SCONCE � I I PHONE \ // �\ j� 11 TV CABLE 3E NETWORK CABLE / \ V I I Q SPEAKERS i ALARM KEYPAD t \ 7 1_ O THERMOSTAT \ \ ... ... .. e VENT SMOKE DETECTOR \ I I I I CO CARBON MONOXIDE DETECTOR j LIGHT TRACK I SPOTLIGHT \ I I \ II II I I _ �D- HOSE BIBS II Loj BASEMENT ELECTRICAL PLAN SCALE: 1/4" = I'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED V Lull I MENTS IVILIV I 2022 ALL RIGHTS RESERVED REQUIREMEN IT IS A VIOLATION OF THE.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED _ ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. \ i qp qp q I Robert I. Brown \ I I Architect, P.C. zo Bay Ave. Greenport NY \ I I I info@ribrownarchitect.com \ I Y wP I 631-477-9752 I �/ \� GFI G WP L- X I \ ,/ 3 $ $$ / c 4\ WP UP i \ ///' \ \�� // \\_---// //�/ \� I CLIENT OWNER WP GFI I SILBERSTEIN 1� qpI � � � 3 , I STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 GFI / WP PROJECT TITLE / I ADDITIONS AND RENOVATIONS \ UP 1- f; m �)( - - �,5�,NG OOM A \ I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � DRAWING TITLE \ ELECTRICAL PLANS REV 09 21 2023 SCALE ,I 1/4 =1'-o I, F I R5T F LOOK ELECTRICAL PLAN DRAWING NO. SCALE: I/4" - I'-0" I ISSUES/REVISIONS � I qp � I � I X- - SD - - - - WALL MOUNTED - HEAT PUMP UNIT �\ TO SWITCH A BOTTOM OF / WALL MOUNTED STAIRS / HEAT PUMP UNIT 33 THESE PLANS ARE AN INSTRUMENT OF --- I SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A --- ----- I LICENSED ARCHITECT,TO ALTER ANY ITEM ON I THIS DRAWING IN ANYWAY.ANY AUTHORIZED \ r ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. � Robert I. Brown Architect, P.C. zo5 Bay Ave. Greenport NY - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ino@ribrownarchitect.com 631-477-9752 SECOND FLOOI, ELECTRICAL PLAN / SCALE: 114" - 1'-0° 1 � _• CLIENT/OWNER SILBERSTEIN STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE ELECTRICAL PLAN REV 09 21 2023 SCALE 1/4 =1-O' DRAWING NO. I ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA I.THI5 PROJECT 15 THE NEW ADDITION TO AN EXISTING I-STORY,SINGLE FAMILY'STRUCTURE,ZONED GROUND SNOW LOAD 20 F5F (PER FIG. I GO8.2 BCNY5 2020 FROM TABLE N 1102.I .2 (P,402. 1 .2) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. I G09.3(1)BCNY5 2020 2.THE HEIGHT OF THE EXISTING STRUCTURE IS 254".THE HEIGHT OF THE PROPOSEDADDITION WILL SEISMIC DE51GN CATAGORY B (PER SECT. 1 C 13 BCHYS 2020 GLAZED BASEMENIT SLAB CRAWL WINTER DESIGN TEMP I I°F (PER TABLE N I I O I.2) CLIMATE FENESTRATION SKYLIGHT FENE5TRATIN CEILING WOOD FRAME MA55 WALL FLOOR WALL R-VALUE! SPACE WALL BE 22'-G'. FLOOD ZONE W (PER FEMA MAP) ZONE U-FACTOR U-FACTOR 5HGC R-VALUE WALL R-VALUE R-VALUE R-VALUE R-VALUE: DEPTH PI-VALUE 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FROST LINE DEPTH 3G' 4.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING(CODE of NEW YORK WEATHERING PROBABILITY SEVERE (PER 13CNY5 2020) 4 0.32 0.55' 0.40 49 20 OR 13+5 8/ 13 19 10/ 13 10,2FT 10/ 13 STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF t PA WOOD FRAME CONSTRUCTION MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) 5.DE51GN LOAD CALCULATION ARE BASED ON: PER TABLE 1 G07.1 BCNY5 2020 LIVE LOAD:AS PER TABLE R301.4,BUILDING CODE of NEW YORK STATE 2020. ROOMS OTHER THAN SLEEPING 40 P51 � �" DEAD LOAD:CALCULATED AS PER R301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 P51 SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER.FIG.R301.2(5)BCNY5 2020. ATTICS WITH LIMITED STORAGE 20 P51 WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 5'COND GUST. ATTICS WITHOUT STORAGE 10 P51 STAIRS 40 P51 LOCATION LIVE DEAD DELECT LIMIT 15T.FL. 40 L.B. 12 L/3GO 2ND.FL.(SLEEP AREA) 30 LB. 12 U3GO NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U3G0 (PER AF t PA AMERICAN WOOD COUNCIL WFCM FOR ROOF 20 L5. 15 L/3GO ONE AND TWO FAMILY DWELLINGS 2015 SEC HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF COMMON NAIL5 NAIL SPACING G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION MEAM5,METHODS, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIONS AMD PROGRAMS IN ROOF FRAMING CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER THERE ARE NO WARRANTIES,NOR ANY MERCHANT1131LITY OF FITNESS FOR A 5PUCIFIC USE EXPRE55ED CEILING J015T TO TOP PLATE(TOE-NAILED) 3 PER JOINT OR IMPLIED IN THE USE OF THESE PLANS. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CON5TRUCTIOM7.DO NOT SCALE CEILING JOINT LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE O BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END 8.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EOUIPMENTI SHOWN,LISTED,OR O RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIONS,OR EXCEPTIONS AS WALL FRAMING NOTED.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NIECE55AKY TO TOP PLATE TO TOP PLATE(PAGE-NAILED) 2-1 Gd PER FOOT COMPLETE THE WORK. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-1 Gd JOINT EA.51DE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-1 Gd 24'O.C. AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGE5 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS AND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-1 Gd,4-1 Gd PER 2x4,2xG,2x8 RESPECTIVELY i OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, END JOIST OR BLOCKING(FACE-NAILED) 2-1 Gd PER FOOT DEMOLITION FLOOR FRAMING 1.CONTRACTOR SHALL DEMOLISH WALLS,FLOOR, AND EXISTING ROOF AS INDHCATED ON DRAWINGS AND AS NECESSARY,AND REMOVE DEBRIS. JOIST TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOINT 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF EXISTING WORK AND OR BRIDGING TO J015T(TOE-NAILED) 2-8d EACH END INSTALLATION OF NEW YORK. BLOCKING TO J015T(TOE-NAILED) 2-8d EACH END 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS CL055ELY A5 POSSIBLE UNLE55 BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-I Gd EACH BLOCK 32'-5' I OTHERWISE NOTED. LEDGE STRIP TO BEAM(FACE-NAILED) 3-I Gd EACH JOINT 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED AS NECESSARY DURING JOINT ON LEDGE TO BEAM(TOE-NAILED) 3-8d PER J015T DEMOLITION AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-I Gd PER J015T KY PLANE D I AG RAM 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHALL NJOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(rOE-NAILED) 2-I Gd PER FOOT TELEPHONE SERVICES AND MAKE ARRANGEMENTS FOR HOOK-UP,REMOVAL,OFR CAPPING OF EQUIPMENT ROOF 5H EATH ING 1/8" = I -O" AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING FOUNDATIONS I"xG'OR I"x8" 2-8d PER SUPPORT 1.A55UMED SOIL BEARING CAPACITY, 1.500 Ib./5a1.Ft. I N I O"OR WIDER 3-8d PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 p!m.-28 DAY TEST. 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10'FIELD GENERAL CONSTRUCTION WALL SHEATHING 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55AF,'Y TO 5TRUCURAL PANEL 8d (TABLE 3.9) COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR FIBERBOARD PANELS 0 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. _ n/ 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/I G" 8d 3-EDGE/G"FIELD 3.INTERIOR TRIM SHALL MATCH EXISTING. 25/32" 8d 3"EDGE/G"FIELD 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD ' ---- ^ � � - ---______ A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCHI STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) \ /� _ S 85• 50, 14„ OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) ^ vv / -- r B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND�SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING '-- AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. ING'OR I N8" 2-8d PER SUPPORT C.ALL SHEATHING TO BE APA RATED,UP051JRE 1,THICKNESS AS INDICPATED. 1"x I(Y OR WIDER 3-8d PER SUPPORT _ _ CRU$HE p ST D.ALL SUB FLOORING TO BE APA RATED STURD-I-FLOOR D(POSUPE I, 3/4°MIN.THICKNES. 25,2 2 r j - QNE E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-O"AND OVER FLOOR SHEATH ING J __ DrVE A 1' WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2'x8"OR AS SHOWN ON DRAWING. 5TRUCURAL PANELS F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR 13EAkM5 AS PER 13CNY5 2020 1"OR LE55 8d G"EDGE/12"FIELD l_ OR A5 NOTED @ VAY O.G.MIN..PROVIDE 2'SPACE FOR AIR CIRCULATION IN PROOF. GREATER THAN I' 1 Od G"EDGE/G'FIELD "- %__ 85• ' 25' G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR,AS NOTED ON DRAWINGS. DIAGONAL BOARD SHEATHING � , 5O 4" 'A' __-_-_____ I�1GN OF H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITTION5 OR AS NOTED ON I"xG'OR Px8` 2-8d PER SUPPORT / i i - ____-____ YY _ 'T I LL,j[V DRAWING. IN I O'OR WIDER 3-8d PER SUPPORT V�1! I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALWANIZED METAL ' ��' ''' ----- ___ ER DES -----___ CONNECTORS BY'51MP50N'OR APPROVED EQUAL.. M 4l ----_______ CRIPTIQN _ J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK 5TA\TE 2020 AS A MINIMUM. C n Q 16 /� . __ • ,' A) ---_ _ 25 RIGHT --- "- --_ 559•11' ALL 2"xG"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EXTERIOR NAILS SHALL BE CC7e/Z Q a.' / --____ OF "Ay - -- GALVANIZED. SEE ATTACHED NAILING 5CHEDULE. APR S�Q/�/C � ^, ,� i�, / o �`' - - _______-_ _ EXISTENCE (PER FILED MAP PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.EXTERIOR EDGE5 AND Gd NAILS @ 12" ,` < - O.C.ILITERMEDIATE. SEE ATTACHED NAILING SCHEDULE. 1 ON /� ' ' ( -- UNKNO AP) - - -----____ L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER. c T-M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD VAT GALVANIZED HURRICANE �•5 ` Z� ' ry ^ _ - ' TYPE CONNECTORS BY"51MP50N'OR APPROVED EQUAL.FOR TIMBER PILE FOU)NDATION5,PROVIDE LOT I S �� ^ --_ ----_ L0 HURRICANE CLIPS AT ALL PERIMETER JOISTS TO GIRDER CONNECTIONS. �� Q \ - -- 5.ALL NEW WINDOWS TO BE THERMAL INSULATED LOW-E GLASS,WITH ARGON(GAS,IMPACT RESISTANT AS _ _ -- _ ' c� ?: / \ THOM oN SURVEY BY: GR055 FLOOR AREA: 539.75' 0 � REQUIRED. R� ;'' � _] � �� \ THOMAS MATARAZZO LAND SURVEYOR � N G.LOAD PATHS ARE INDICATED BY SECTION DRAWINGS. 2 i :' l DATED: G OCTOBER, 2013 - 7.STRAPPING AND NAILING TO MEET MINIMUM CODE REQUIREMENTS OF THE 2(020 RBCNY5 AND 2020 �\ `' (JO' i J / EXISTING BUILDING FIRST FLOOR: 2,352.0 5Q FT 0 WFCM.(SEE NAILING SCHEDULE) ? _ NEW ADDITION FIRST FLOOR: 8G5.5 5Q FT "-- 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EPDM OR APPROeVED RUBBERIZED 37' ' -_ • I NO NOIGHBORLY WELL LOCATED SCTM: 1000-97-3-I I.9 NEW ADDITION SECOND FLOOR: 922.1 5Q FT _ THESE PLANS ARE AN INSTRUMENT OF MEMBRANE. I { / WITHINJ 150 OF PROPOSED Z NED R-80 TEST HOLE 1/27/2017 - - / , 2S SERVICE AND ARE THE PROPERTY OF THE 9.FLASHING H ROOF SHALL B EASED A,VALLEYS,CHIMNEY5 AND CRICKETS SHALRLL BE ALUMINUM. ( e0�, , 3 , , SEPTIC SYSTEM , AREA: 89 239 SOFT OR 2.01 ACRE NEW TOTAL GROSS FLOOR AREA: 4,139.G 5Q FT - ARCHITECT.INFRINGEMENTS WILL 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTIONS OF SLOPED AND VEFRTICAL SURFACES,EXCEPT 1 , � 1 � / \ EL. STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTEK5frCTION OF ROOF AND �8 \ LOT COVERAGE: BROWN LOAM OL BE PROSECUTED CHIMNEY,AND ROOF AND WALLS. �� NO NEIIGHBORLY SEPTIC TEM E DRAINAGE CALCULATIONS: +21.o 1 1.INSULATION SHALL BE BATT INSULATION OF THICKNESS INDICATED ON THE[DRAWINGS AND SHALL BE / �� LOCATEED WITHIN 15Id`'OF \ BROWN CLAYEY SAND SC 2022 ALL RIGHTS RESERVED 2-1/2 Ib. DENSITY FI5ER-GLA55 BATT5 CONFORMING TO THE SPECIFICATIONS fFOR PRE-FORMED FIBROUS CORNER �� EX15TIMIG WELL } P� EXISTING BUILDING FOOTPRINT-,2,352 SQ FT EL. 2.0' GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IN FOPAM INSULATION(R-G.5 PER NO NEIGHBORLY LL LOCATED 8 ZONE 1 : INCH)BY IGYNENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED ON I DRAWINGS. NEW ADDITION: IX77 5Q FT +19.0 I-IOLDDOWN WITHIN 150'OF P OPO5ED ELECTRIC -____ ITISA VIOLATION OFTHE LAW FOR ANY PERSON, 12.NEW INTERIOR DOORS SHALL MATCH EXISTING. SEPTIC SYSTEM ♦ BOX I -� F�, v }`� 6' 739 5F x I x 0. 17 = 1 25.G CF 13. NEW HARDWARE SHALL MATCH IXISTING or BE SELECTED AND APPROVED BY OWNER. O 1` _ ,,\``RCR �i3 5EE 5KY PLAN NEW TOTAL BUILDING FOOTPRINT: 3,529�iQ FT PROVIDE (1) 8' DIA x 3�G" H DRYWELL (1 47.8 CF) W UNLESSACT[NGUNDERTHE DIRECTION OFA 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO A5TM C3G"AND SHALL BE O I6- O is z LICENSED ARCHITECT,TO ALTER ANY ITEM ON `SHEETROCK SW BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE ALL SURROU ING PROPERTIES ♦ ``,v.S S DIAGRAM LOT COVERAGE: 3.529/87.239 = 4% \ THIS DRAWING IN ANY WAY.ANY AUTHORIZED 112" 1 ♦ A ELECTRIC `;ON ZONE 2: 15.ALL NEW AND REPAIRED GYP.BOARD SHALL BE TAPED AND SPACKLED THREIE(3)COATS.ALL EXTERIOR WITHING 15 OF PROPERTIES •` n � v ALTERATION MUST'BE NOTED,SEALED,AND CORNERS SHALL HAVE METAL CORNER BEADS. LINES ARE I PROVED O METER ,_ FR S �� APP XIMATE TfEST �,_ `M � , NOTE:ELEVATIONS HEREON REFER TO NAVE 1988 719 SF x I x O. 17 = �122.2 CF PALE BROWN FINE SAND SM � DESCRIBED IN ACCORDANCE WITHTFTELAW. FINISHES �� __ 0 (y O)N " PROVIDE (I) 8 DIA x 3 6 H DRYWELL (147.8 CF) Z 1. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURETHANE,3 COATS. / 2. EXISTING WOOD FLOORS SHALL BE PROTECTED,SANDED AND REFINISHED. \ w 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH TTHIN SET / ' �� '`� STONE/ '�9 WAYNE ' MOTT MARY 0. MOTT Robert I. Brown ADHESIVE. 1`1 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL, ``\�-�\ PLAN R a U� Z NE A '�'' -' , `,41 \ Architect, P.C. APPLIED IN ACCORDANCE WITH MANUFACTURER5 SPECIFICATIONS AND RECOMIMENDATION5. I� C COLOR TO BE SELECTED. � V5 �� CALCS \ 2O Bay Ave. Greenport NY 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOM5 AFFECTED BY THE WORK:SHALL BE I --\ t v C d(ER;ED R.0•w• info@ribrOWnarchitect.com CLEANED AND REPAINTED. NEW WALL5 AND CEILINGS SHALL BE SEALED AND PAAINTED. ap , `�P*s ' S• EL 17.0' PAINTING SHALL BE TWO(2)COAT5 BENJAMIN MOORE LATEX PAINTED,COLOR ITO BE `-\ Syr c `i cvRC1H 7 4 _ SELECTED 13Y OWNER. RIDGE CROSS SECTION END VIEW G. INTERIOR TRJM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITH TVWO(2)COATS \gf j/ j 3 477 975 BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. NO NEIGHBORLY WELL LOCATED `~ / /// / PROPOSED I �� NO WATER ENCOUNTERED --- ----- N`87' 25' 40" E WITHIN I O'OF PROPOSED �' / 11 --________ SEPTIC s TEM P '/ ADDITION 'Q ------- _ ------------------------- ., ' R� PROPOSED Al 6 333.27 HVAC ° --------------------------------------------------------------- 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICCE5 -- NECE55ARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPAaCES ALL SUP NDRNG PROPERTIES FENCE AROUND �� G v� S NEW SEPTIC JS 9'33, 25' RIGHT OF WAY P A5 REQUIRED BY THE DRAWINGS AND 5PECIFICATI ON5 AND THE 2020 MECHANNICAI VVITHING I OF PROPERTIES N X�5 SYSTEM 3 I (PER FILED MAp CODE of NEW PORK STATE,OR REASONABLY IMPLIED AS NECESSARY TO COMPPLETE CONC. PAVE. PIG ME 5 O 42:), 500 GAL. `93� C4�� LINES ARE I PROVED P p I'' TO WORK. °o° I FR I C O ry In d :.;�,r y I,ii F'• f 2.EXISTING BOILER TO REMAIN. .� D GE 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN.RK, • O 4.PROVIDE ADDITIONAL AIR-HANDLERS,DUCTWO AND CONTROLS AS NECE`55ARY a P�Q ZONE 2 / ♦ 4 E S 87 25"4171 w TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. 1 \ 12 wQO Q EW(2)V d a.x 8'-0" I 273 27� O EN�'E PRECAST LEACHING POOLS i'�1 FUTURE 50%EXPANSION ° PLUMBING \,E NGR ' i O1 NO NEI HBORLY WELL LOCATED M ♦ Q �� (I)8'd�a.x 8'-O`PRECAST �-vv 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND 5ERWICE5 ♦ R j?P �j6 �\�� / / VVITHI 150'OF PROPOSED 't r r; sJ'.`•" LEACHING POOL NECESSARY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWIINGS O \ FRAME P pr1K GRO �L � SEPTI SYSTEM AND SPECIFICATIONS AND THE 2020 PWMEING CODE of NEW YORK STATE,OR Qc SHED v�\.% \N' QO ,�/ REMOVE EXI5TI NG EXI5TI NG / REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. ♦ 0 ,pM Q 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION LAW VMTH ♦ Z \ ! 5 N� SEPTIC SYSTEM AND REPLACE REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL BE ON THE M� ' ALL URROUNDING PROPERTIES H Y Q►• O v-\\ p P WITH NEW 2 WIT PING 1 50'OF PROPERTIES APPROVED'U5T OF CERTIFIED WATER SAVING PLUMBING FIXTURES"AS PUBLI5I ED B ai THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. of O O° \ �\\• ��R �J LI 5 ARE IMPROVED i 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE N' 0 lVY_ �j \ Q�O�-E � O�O CLIENT/OWNER SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE SOUTHOID SHALL PROVIDE A SOLDER CERTIFICATE A5 REQUIRED BY THE TOWN(OF *J (�, , �\ j�N E Gp,�E / /N/o/F 4.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, 1` V \� / TECHEN UZANNE HOOPER �(,� S I L B E RSTE I N CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,5TATTE,AND _ FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. STEVEN AND ILENS VV ♦ \\ / O ELECTRICAL J015T Z r 1.FURNISH ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES ` /o J PROPER AND COMPLETE INSTALLATION OF ALL.NEW NECESSARY AND REQUIRED FOP _ h ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED TO: = V \ 4 O / 14,96 SKUNK LANE CONNECTIONS TO PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LIGHITING, / t^ SERVICES,FEEDERS,DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIO)N5 TO cc C TCHOGUE, NY 11935 APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES `/s e- 0 / WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND DR/ c W \ LOT 2 AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THI5 TYPE OF PROJECT AND4, • G wO INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND 2 E. �� \ '` / ELECTRICAL DISTRIBUTION SYSTEMS. < lt! PO A,`' PROJECT TITLE 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILDING:CODE 3 v'V yC of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-2017(NfEC), \ CO ADDITIONS AND LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), THE _ RENOVATIONS NATIONAL ELECTRICAL MANUFACTURERS'A550CIATION(NEMA)AND ANY OTHER Q z C)� / APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT \\Q _ REQUIREMENTS WILL APPLY. _ 4/ �} v S 89 O 3O OO" 3.ALL PRODUCTS USED FOP,ELECTRICAL WORK SHALL BEAR THE UNDERWRITEW,5 ------ - -- - 1�--- area maintained vv WILL L�INC.LABEL AND BE SUITABLE FOR.THE ENVIRONMENT IN WHICH-1 THEY D. JO�R 15T - Q J by others 222 761 S 4Y ___ U� 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL 13E PERFORMED BY OR UNDER THE - V 07/20 �� SUPERVISION OF A PROPERLY LICENSED MASTER ELECTRICIAN. Q Y 5.THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICEEN5E5 Z DRAWING TITLE AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORUTIE5, 32' AND ANY OTHER APPLICABLE JURISDICTION. �� NO NEIGHBORLY WELL LOCATED 1 >7 �� N 2 9 2024. G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODEE5 I Q WITHIN 150'OF PROPOSED SITE P LA N SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL SEPTIC SYSTEM SITE PLAN SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS ARE NOT ACCEPTABLE. ALARMS SHALL BE INSTALLED ON EACH LEVEL ON WHICH SLEEPING QUARTERS ARE LOCATED. 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE of MEW °=� ALL SURROUNDING PROPERTIES SCALE: I"= 50'EXISTING EXCEPT AS NOTED YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO.72-1993 SHALL BE WITHING 150'OF PROPERTIES i PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING AREA,AND UPLIFT CONNECTIONS LINES ARE IMPROVED ON EACH FLOOR LEVEL. 8.CONTRACTOR SHALL COORDINATE WITH OWNER'5 ALARM COMPANY FOR 5IV40KE SCALE ' MARCH aa,Zoa3 40p AND BURGLAR ALARMS AS NECESSARY. CON N E C T I O N S D E T A I L DRAWING NO. ISSUES/REVISIONS A 2 7'- 1 0" 9'-9 1/2" BILCO 5CAPEWELL 48G2-54 EGRESS WINDOW WELL ANDERSEN 400 SERIES / / I CX 135 CASEMENT EGRESS WINDOW I N m 14'-4" I N I I BILCO SCAPEWELL " O 48G2-54 EGRESS O — `r — — / WINDOW WELL c� o I I J EXISTING FOUNDATION TO REMAIN \ PROVIDE#5 RE—BAR N I I @24"O.0 VERTIICAL j \ 12' LONG SECURED 13'-3 1/4" 13'-5 1/2" L / INTO EXISTING 0ONC. \ FOUNDATION WITH (—+-- Q _ _ _ j I 8"TH. CONCRETE N \ EPDXY(TYPICAL) N (3) I—3/4 X 9—14" MICROLLAM LVL / FOUNDATION WALLS p \ j I N WATER PROOFED p in WITH "BLACK MAGIC" - C \ 4" POURED CONCRETE ( POLYETHALENE SLAB WITH WELDED WIRE UNFINISHED PROVIDE RIGID INSULATION \ MESH BASEMENT I G" I A5 SHOWN ON SECTION EXISTING FOUNDATION TO REMAIN rV` x CUT 3'x G'-8"OPENING IN j l N EXISTING FOUNDATION WALL BETWEEN EXISTING AND NEW BASEMENTS. LOCATION TO BE N % I 4" POURED CONCRETE DETERMINED ON SITE. % SLAB WITH WELDED WIRE I / I MESH I I IXISTING FOUNDATION TOREMAIN I / � - - - - - - - - - - - - - - - - - - EXISTINdG FOUNDATION TO REMAIN j4 / EXISTING 1I //i///////// UNFINISHED PROVIDE#5 RE-BAR BASEMENT @24"O.0 VERTICAL THESE PLANS ARE AN INSTRUMENT OF 12" LONG SECURED `, 27-10" SERVICE ARCHITECT.NDI ARE NFRITHEMEOTERRTY OF THE INTO EXISTING CONC. \ BE PROSECUTED FOUNDATION WITH EPDXY(TYPICAL) \ B INDICATES NEW 2022 ALL RIGHTS RESERVED CONSTRUCTION IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED P ISO P O S E D ICE V 1 S E D BASEMENT PLAN ALTERATION AC C R NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WCCH THE LAW. 5CALE:3/1 G" = 1'-0" Robert I, Brown EXISTING FOUNDATION TO REMAIN) Architect, P.C. 205 Bay Ave. Greenport NY into@ribrownarchitect.com 631-477-9752 EXISTING FOUNDATION TO REMAIN C= �' i CLIENT/OWNER EXISTING FOUNDATION TO REMAIN SILBERSTEIN STEVEN AND ILENE m4a96 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE FOUNDATION PLAN rev.Jan.25,20224 SCALE1/q"=1-O" DRAWING NO. i ISSUES/REVISIONS A NEW 2xG EXTERIOR CONSTRUCTION 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) 27 1 1" 1/2" CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE O 51DING TO MATCH EXISTING // � !i O / � N 090 10"SQUARE COLUMN \ lu �p \ 26'- 10" oLu 14'-4" I _ w Q z ° I Ln WOOD FLOORING TO BE SELECTED BY OWNER �? PROP ED o 3 W I 1/2"5HEETROCK ON ALL WALLS AND CEILING -0 cx TAPE, SPACKLE AND PAINT 3 COATS — BEDROOM � J � N I ECK NIG SELECTED BY OWNER \ NEW STAIR TO 2ND 7/ 1 _7■ FLOOR: \ RISE: 7 5/8" 50G.5 f o STORAGE �, RISERS: 14 N — — / EXISTING I I 0"SQUARE COLUMN BEDROOM 3'-9" Q'-3" 0" 2GG8 L5hehnnq G'-0" r ° � o o Luz ° - / / - o�` 2GG8 2GG8N G,� - 0 g z m HANDRAIL TO CODE N o N o N uj zge / Q ° ° NEW INTERIOR DOORS u w 0 — ° ( I C Lu T {MMED CYT NEWTO MATCH EXISTING 3 U OP NING WEATHER5HIELD G'-4 1/2" i O 1p CONTEMPORARY 2GG8 - COLLECTION INSWING PATIO " N 50G8 DOOR 1-31 G8 50G8 O PROPOSED / EXISTING DOORS — Ln a� PORCH I 10"SQUARE COLUMN TO REMAIN/ -G I/2 O 332 SF I/ 2'-G /2" 40G8 u z O ibl -7 19'-5 /2"— - E SADDLE J - PROP ED w bZ \ "� 2GG8 BEDROOM �Lu o o U Ln WOOD FLOORING TO BE SELF ED BY OWNER N Q z 0 O I/2"SHEETROCK ON ALL WA AND CEILING N w EXISTING j TAPE, SPACKLE AND PAINT 3 C DAT5 I \ LAUNDRY EXISTING J �, ° EXISTING \ % GARAGE BEDROOM I „� 110"SQUARE COLUMN — — 10'-I I/2— — — 4'-p" —4,-0" — — —9'-9 I/2" \ \ THESE PLANS ARE AN INSTRUMENT OF \ O O O SERVICE AND ARE THE PROPERTY OF THE NEW 2xG EXTERIOR CONSTRUCTION ARCHITECT.INFRINGEMENTS WILL \ EXISTING STRUCTURE TO 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) BE PROSECUTED \ \ B R-15 BATT INSULATION INDICATES NEW REMAIN EXCEPT AS SHOWN ` 1/2„CD-X RATED PLYWOOD SHEATHING CONSTRUCTION 2o22 ALL RIGHTS RESERVED \ /\ WATERPROOF MEMBRANE / 51DING TO MATCH EXISTING IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY TEEM ON EXISTING GREAT / P ISO P O S E D ICE V I S E D FIRST FLOOR PLAN ALT I DRAWING IN ANY WAY.ANY AUTHORIZED ROOM � � _ - DESCRIBED IN ACCORDANCEON MUST BD ,SEALED,AND SCALE: 3/I G"- I'-0" WITH THE LAW. \ Robert I. Brown \ \ Architect, P.C. �� ao Bax Ave. Greenport NY in o@ribrownarchitect.com �\ � 631-477-9752 °� \ EXISTING �, CLOSET / EXISTING MASTER BATH ' EXISTING / KITCHEN / J , \ J CLIENT/OWNER \ EXISTING SILBERSTEIN \ MASTER STEVEN AND ILENE \ BEDROOM 1496 SKUNK LANE WINDOW SCHEDULE CUTCHOGUE, NY 11935 \ \ MODEL 51ZE TYPE LITE5 QUANTITY NOTES \ PROJECT TITLE \ \ \ A 3050 310"x 511" DH I OVER I G WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH ADDITIONS AND LOW-E ARGON FILLED GLA55 \ „ RIES DOUBLE HUNG WITH RENOVATIONS \ B 203G 2 0 x 3 5„' , DH I OVER I 2 WEATHER SHIELD SIGNATURE SE / \ \ LOW-E ARGON FILLED GLA55 \ / / C 3040 310"x 4'0" DH DH 8 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH LOW-E ARGON FILLED GLA55 EGRESS DRAWING TITLE \ / / D 3050 310"x 5'0" DH DH 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH LOW-E ARGON FILLED GLASS / FIRST FLOOR PLAN rev.Jan.25,2024 SCALE1/4"="-0" DRAWING NO. ISSUES/REVISIONS A 7-4 1/4" 23'-4 1/2" 7-4 1/4" 5-0 3/4" 5-0 3/4" 5-0 3/4" 4'-1 N / \ O O O X15: ' / CEILI G HT LE 5 THAN I IIN TH15 AR�A IN , 3'-G" H. WALL 371-011 ' 171-01 / Oa? o INACCESSIBLE ATTIC srlo R O DOWN m = PROPOSED ART STUDIO SPACE 2'-0 i N N N / 3'-G" H. WALL N C \ / N O\ � D CATMEDRAL CEILING \ N I I EX15ITNG UNFINI5NED \ ATTIC - ' I Z5THAN N I % I o IN / CEILIN HT I CEILING HT LE/THAN \ I G'-G" IN THIS AREA G'-G- IN THI AREA i B I (D c cC Oc t t \ ' ' I i \ I Q II I " I " I " I " / I 4'-I 5-0 3/4 5-O 3/4 5-0 3/4 N � //// ////////////////////� L 7'-4 I/4" 23'- 1/2" 7-4 1/4" \ A \ P P ECOND F A� f�0 OSED EVISED� S LOOS FLAN / SCALE: 3/I G"- I'-0" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED AI IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� Architect, P.C. Zo Bay Ave. Greenport NY I I into@ribrownarchitect.com \ I I I I 631-477-9752 •r y \ I I \ I I CLIENT/OWNER \ I I SILBERSTEIN \ STEVEN AND ILENE \ I \ I I I 1496 SKUNK LANE CUTCHOGUE, NY 11935 \ ( I I I PROJECT TITLE \ I I I ADDITIONS AND \ I I I RENOVATIONS \ I ( DRAWING TITLE SECOND FLOOR PLAN \ ROOF PLAN rev.Jan.25,2024 SCALE1/4'=1-O" / / P ISO P O S E D ICE V I S E D ISO O F PLAN DRAWING NO. / SCALE: 3/1 G"- I'-O- A4 i ISSUES/REVISIONS BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING VINYL SIDING TO MATCH EXISTING VINYL SIDING TO MATCH EXISTING NEW WINDOW TRIM TO MATCH EXISTING (W.) 771 NORTH ELEVATION SCALE: 1/8"- I'-O" EXISTING EXCEPT AS NOTED THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT►S A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. ao5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 i CLIENT/OWNER VINYL SIDING TO MATCH EXISTING SILBERSTEIN Q na STEVEN AND ILENE / 1496 SKUNK LANE ,' CUTCHOGUE, NY 11935 PROJECT TITLE \� NEW WINDOW TRIM TO MATCH NEW WINDOW TRIM TO MATCH ADDITIONS AND EXISTING (P(P.) EXISTING (rYP.) RENOVATIONS —F EXISTING STRUCTURE TO REMAIN 5-2 1/2" 38'-1" DRAWING TITLE 43'-3 1/2" ELEVATIONS NEW CONSTRUCTION SOUTH ELEVATION SCALE SCALE: I/8"- I'- rev.Jan as,2024 1/4"=i'-o' EXISTING EXCEPT AS NOTED DRAWING NO. ISSUES/REVISIONS NEW 2x 10 RAFTERS @ I G"O.C. 7.5" CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 1/2"CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE BLACK ASPHALT SHINGLE ROOFING TO MATCH EXISTING 1 I� I is 12 I I`; I I I V.LF. 'I MATCH EXISTING ROOF SLOPE 2x 10 JOISTS @ I G"O.C. I x8 AZEK TRIMBOARD (2) 2x 10 HEADER(TYP.) - NOISE CANCELING INSULATION NEW 2xG EXTERIOR CONSTRUCTION 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R R-15 BATT INSULATION i I/2"CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE SIDING TO MATCH EXISTING I? II i 4" POURED , CONCRETE SLAB � � ( � 2x 10 JOISTS @ I G" O.C. • w/R-30 BATT INSULATION EAST ELEVATION 8" POURED CONCRETE 2" RAT SLAB FOUNDATION WALL w/#5 REBAR IN EACH DIRECTION SCALE: 11/4'- I'-0" I G"x 8" POURED CONCRETE FOOTER w/(3)#5 REBAR CONTINUOUS. MINIMUM 3-0" BELOW GRADE ON UNDISTURBED SOIL SECTION B SCALE: 1/4"- 1'-0" NEW 2x 10 RAFTERS @ I G"O.C. THESE PLANS ARE AN INSTRUMENT OF 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R 49) SERVICE AND ARE THE PROPERTY OF THE I/2"CD-X RATED PLYWOOD SHEATHING ARCHITECT.INFRINGEMENTS WILL WATERPROOF MEMBRANE BE PROSECUTED 2"X 12" RIDGE BEAM BLACK ASPHALT SHINGLE ROOFING TO MATCH EXI5TING 2022 ALL RIGHTS RESERVED 12 :1 'mil ; ^. - I * " ," t I '=:T IT IS A VIOLATI ON OF TH E LAW FOR ANY PERSON, 7-1/2"CLOSED CELL SPRAY IN FOAM }' INSULATION (R 49) NEW 2x 10 RAF TER5 @ I G"O.C. UNLESSACI'INGUNDERTHEDIRECI70NOFA LICENSED ARCHITECT,TO ALTER ANY ITEM ON 7.5" CELL THIS DRAWING IN ANYWAY.ANY AUTHORIZED NSULATON (R-.-± D49)SPRAY-IN FOAM - ALTERATION MUST BE NOTED,SEALED,AND 1/2"CD-X RATED PLYWOOD SHEATHING DESCRIBED IN ACCORDANCE WITH THE LAW. WATERPROOFPMEMBRANE p BLACK ASPHALT SHINGLE ROOFING TO N N N N N NR II -- MATCH EXISTING Robert I. Brown 1� Architect P.C. 2"TH CLOSED CELL SPRAY IN �FOAM INSULATION WITH2"TH F BERGAL5S GATT I I 5 - / ort NY nfo@r brownarchitect com INSULATION TOTAL R-28 631'477-9752 Blf&RCOMS 3/4"TH AZEK y TRIM BOARD N 172 2x 10 JOISTS @ I G"O.C. Y s_ I x8 AZEK TRIMBOARD J� 4.� ,' ✓'', ` j (2) 2x 10 HEADER(fYP.) w/R-30 BATT INSULATION "TH AZEK--- N} NEW STAIR TO ATTIC: r =-1I� (2) 2x 12 GIRDER 1 TRIM BOARD NOISE CANCELING �NOIS�CANCELING / RISE: 7 5/8" I I" INSULATION i� NSULATION s / RUN: 9Yz NEW 2xG EXTERIOR CONSTRUCTION s / RISERS: 14 2"CLOSED CELL SPRAY-IN / FOAM INSULATION (R-13) Q j / R-15 BATT INSULATION 6p `fl -- 1/2" CD-X RATED PLYWOOD SHEATHING � ] 2"xG"CCA PLATE ANCHORED 10"SQUARE COLUMN G WITH 18" BOLTS (2 PER SILL WATERPROOF MEMBRANE MIN) OVER ALUMINUM SIDING TO MATCH EXISTING TERMITE BARRIER AND t SILL SEALER. s �� CLIENT/OWNER ( 2x 10 JOISTS @ I G"O.C. r DECKING SELECTED BY OWNER - - - - ONTINUOUS#5 REBAR � c� �� r� � .s� s� �� c� t� r� � � � `� `� 2x I O JOISTS @ I G" O.C. w/R-30 BATT INSULATION s� s� r� f� f� (2) 2x 10 FLUSH GIRDER(2) 2x 10 FLUSH SILBERSTEIN - -- -- 2x I 0 P.T. JOISTS @ I G" O.C. iO •'" w/R-30 BATT INSULATION (2) 2x 10 GIRDER 4x P.T. POST SECURED STEVEN AND ILENE GIRDER JOISTS SECURED WITH WITH PORT HOLDER o PROPOSED CRAWL SPACE 8" POURED CONCRETE J015T HANGERS p 10"dia. 50NOTUBE 2" RAT SLAB FOUNDATION WALL m 1496 SKUNK LANE = CUU CHOGUE, NY 11935 O t 30'x30"x8"POURED 2" RIGID INSULATION CONCRETE FOOTER w/ #5 +I z ca (R-10) PROJECT TITLE c9 g REBAR IN EACH DIRECTION.MINIMUM 3'-0" ADDITIONS AND I G"x 8" POURED CONCRETE BED SO OIL BADE ON UND 5TUR FOOTEK wi(3)#5 REBAR RENOVATIONS CONTINUOUS ON } • ,�e�s•:e UNDISTURBED SOIL 2'x 2'x 12" D REINFORCED 2'-O" I'-4" POURED CONCRETE FOOTING 8" POURED CONCRETE FOUNDATION WALL w/#5 DRAWING TITLE REBAR IN EACH DIRECTION SECTION A SECTION C I G"x 8"POURED CONCRETE ELEVATIONS FOOTER w/(3)#5 REBAR SCALE: 1/4"- P-0" CONTINUOUS. SECTIONS SCALE: I/4"- I'-O" MINIMUM 3-0" BELOW GRADE ON UNDISTURBED SOIL rev.Jan 25,2024 SCALE1/4"=1-0" DRAWING NO. ISSUES/REVISIONS qp '.7 LEGEND LIGHT SWITCH 3 = THREE WAY D = DIMMER ® JAM SWITCH OUTLET : GFI= GROUND FAULT INTERUPT 220 = 220 VOLT 4 = QUAD OUTLET FIXTURE : / � � / \ I 5= SURFACE MOUNT PROVIDED BY OWNER L_ R= RECESSED PROVIDED BY CONTRACTOR / \ FO WALL SCONCE �I PHONE CABLE 0-NETWORK CABLE o o i Q 5 SPEAKERS \ \\ I I 4 ALARM KEYPAD I 4 THERMOSTAT / ® VENT SMOKE DETECTOR Loj CO CARBON MONOXIDE DETECTOR LIGHT TRACK SPOTLIGHT H05E BIBB Loj PROPOSED DEVISED BASEMENT THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ELECTRICAL PLAN ARCHITECT.INFRINGEMENTS WILL EXISTING FOUNDATION TO REMAIN BE PROSECUTED 2022 ALL RIGHTS RESERVED FOR SPLIT SYSTEM HEAT PUM P5 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A GFI GFI LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED LEGEND ALTERATION MUST BE NOTED,SEALED,AND qp DESCRIBED IN ACCORDANCE WITH THE LAW. / I LIGHT SWITCH 3 = THREE WAY Robert I. Brown D DIMMER \ I ® JAM SWITCH Architect, P.C. OUTLET : 205 n Bay Ave. Green port NY - I I GFI= GROUND FAULT INTERUPT inPo@ribrowriarchitepct.com 0 = 220 VOLT \ II \ 4 = QUAD OUTLET 6 1- 2 FIXTURE 5= SURFACE MOUNT PROVIDED BY OWNER / I R= RECESSED PROVIDED BY CONTRACTOR _qpI // WALL MOUNTED / FO WALL SCONCE HEAT PUMP UNIT WP / ElA I T — — — GFI / PHONE �- >`� '.;•. �1 _ I C 8— n.. ' �✓ ; CABLE 5E NETWORK CABLE r f O I D 5 R I I Q SPEAKERS E _ 1 / Lqp IT \ I A ALARM KEYPAD CO \ 4 a t. / \ — \\ �]T THERMOSTAT ~� — loll VENT SD SMOKE DETECTOR / CLIENT/OWNER T W / I CO CARBON MONOXIDE DETECTOR P ► , SILBERSTEIN EXISTING DOORS — I GFI I TO REMAIN LIGHT TRACK f3 STEVEN AND ILENE / I 1496 SKUNK LANE ———— _,` ________ �� I SPOTLIGHT CUTCHOGUE, NY 11935 \ I t HOSE BIBS PROJECT TITLE ADDITIONS AND WALL KAOUNTED 4 RENOVATIONS Et--J HEAT IOMP UNIT I \ I �E== — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — DRAWING TITLE \ ELECTRICAL PLANS / rev.Jan.25,2024 SCALE1/4"=i-0" / PROPOSED DEVISED FIRST FLOOK DRAWING NO. ELECTRICAL PLAN \ I ISSUES/REVISIONS LEGEND \ I LIGHT SWITCH r--� YTH15 I 3 = THREE WAY I � ( D = DIMMER \ WALL MOUNTED ® JAM SWITCH \ ( YHTLE I HEAT PUMP UNIT II OUTLET : GFI= GROUND FAULT INTERUPT 220 = 220 VOLT I I 4 = QUAD OUTLET G'-G-IN THIS AREA I ( FIXTURE - - - - - - - - -- -- 5= SURFACE MOUNT PROVIDED BY OWNER R= RECESSED PROVIDED BY CONTRACTOR - - - - � F/O/'� WALL SCONCE � PHONE CABLE 5E NETWORK CABLE SPEAKERS ALARM KEYPAD 01 1 TO SWITCH ON / \-� � FIRST FLOOR T THERMOSTAT ® VENT qp SMOKE DETECTOR CARBON MONOXIDE DEFECTOR / I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE ARCHITECT.INFRINGEMENTS PROPERTY WIILOF THE �� - - -- I LIGHT TRACK BE PROSECUTED 2022 ALL RIGHTS RESERVED SPOTLIGHT IT IS A VIOLATION OF THE LAW FOR ANY PERSON, _ UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON CEILIN HT LE S THAN I I CEILING T 5 THAN THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND \ G'-G" IN IS`AREA G'-G" IN T I$/AREA DESCRIBED IN ACCORDANCE WITH THE LAW. ( I WALL MOUNTED I I � HOSE BIBS \ I HEATC PUMP� IT � Robert I. BrownI I \ //N\ Architect, P.C.I I zo5 Bay Ave. Greenport NY II info@ribrownarchitect.com L - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - J 631-477-9752 PROPOSED REVISED SECOND FL00Kl% / ELECTRICAL PLAN _ ..;{ . CLIENT/OWNER SILBERSTEIN STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE ELECTRICAL PLAN rev.Jan.25,2024 SCALE1/4"=1-O' DRAWING NO. E 2 ISSUES/REVISIONS RESIDENTIAL GENERAL NOTES MISC. GENERAL NOTES CLIMATIC AND GEOGRAPHIC CRITERIA 1.THI5 PROJECT 15 THE NEW ADDITION TO AN EXISTING I-STORY,SINGLE FAIMILY STRUCTURE,ZONED GROUND SNOW LOAD 20 P5F (PER FIG. I GO8.2 BCNY5 2020 FROM TABLE N 1 102.1 .2 (F,402.1 .2) INSULATION AND FENESTRATION REQUIREMENTS BW COMPONENT AS R-40. WIND SPEED(ULTIMATE DESIGN) 130 MPH (PER FIG. 1609.3(i)BCNY5 2020 2.THE HEIGHT OF THE EXISTING STRUCTURE 15 25'-6".THE HEIGHT OF THE fPROP05ED ADDITION WILL SEISMIC DESIGN CATAGORY B (PER SECT. I G 13 BCNY5 2020 WINTER DESIGN TEMP I I°F (PER TABLE N 1 1 O 1,2) GAZED BASEMENT 51A6 CRAWL BE 22'-6". CLIMATE FENESTRATION SKYLIGHT CEILING WOOD FRAME MASS WALL FLOOR FLOOD ZONE N/A (PER FEMA MAP) ZONE U-FACTOR U-FACTOR FENESTRATIN R-VALUE WALL R-VALUE R-VALUE ?-VALUE WALL f"2-VALUE d SPACE WALL 3.THE TYPE OF CONSTRUCTION 15 TYPE V(B). FROST LINE DEPTH 36" 5HGC R-VALUE DEPfrI R-VALUE 4.ALL WORK SHALL CONFORM TO THE REQUIRf`.MENT5 OF THE 2020 13UILDIING CODE of NEW YOP.K WEATHERING PROBABILITY SEVERE (PER BCNY5 2020) 4 0,32 0.55" OAO 49 I 20 OR 13+5 8/13 19 I 10/1 3 I 10,2FT 10/13 pp STATE,2020 EXISTING BUILDING CODE of NEW YORK STATE,AND THE AF*P'A WOOD FRAME CON5TPUCTIOH MANUAL 2015 HIGH WIND EDITION. DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) CALCULATION ARE BASED ON: PER 607.1 BCNY5 2020 VY 5.DESIGN LOAD C R TABLE 1 LIVE LOAD:AS PEP.TABLE R301.4,BUILDING CODE of NEW YORK STATE 202'0. ROOMS OTHER THAN SLEEPING 40 P51 DEAD LOAD:CALCULATED AS PER R.301.3 AS PER BCNY5 2020. SLEEPING ROOMS 30 PSI SNOW LOAD:20 P51 GROUND SNOW LOAD(AS PER FIG.R301.2(5)13CNY5'2020. ATTICS WITH LIMITED STORAGE 20 P51 WIND EXPOSURE CATEGORY"C",FOR 130 MPH 3 SECOND GUST. ATTICS WITHOUT STORAGE 10 P51 STAIRS 40 PSI LOCATION LIVE DEAD DEL.ECT LIMIT I5T.FL. 40 LB. 12 V2-Go 2ND.FL.(SLEEP AREA) 30 LB. 12 U3G0 NAILING SCHEDULE ATTIC(NON STORAGE) 20 LB. 10 U360 (PER AF*PA AMERICAN WOOD COUIICIL WFCM FOR ROOF 20 LB. 15 U360 ONE AND TWO FAMILY DWELLINGS 2015 55C HIGH WIND EDITION) JOINT DESCRIPTION NUMBER OF COMMON NAILS NAIL SPACING G.THE ARCHITECT ASSUMES NO RESPONSIBILITY FOR THE CONSTRUCTION WEANS,METHODS, TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIOW5 AND PROGRAMS IN ROOF FRAMING CONNECTION WITH THE WORK. RAFTER TO TOP PLATE(TOE-NAILED) 3 PER RAFTER THERE APE NO WARRANTIES,NOR ANY MERCHANTIBILITY OF FITNESS FOR A SPECIFIC USE EXPRE55ED CEILING JOINT TO TOP PLATE(TOE-NAILED) 3 PEP.J015T o OR IMPLIED IN THE U5E OF THESE PLANS. CEILING J015T TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE CEILING JOIST LAPS OVER PARTITION((FACE-NAILED) 3 EACH LAP DRAWINGS.FOLLOW DIMENSIONS ONLY. RIDGE STRAP(EACH END) 2 PER TIE BLOCKING TO RAFTER(TOE-NAILED) 2-81 EACH END 8.CONTPACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AND EQUIPNAENT SHOWN,LISTED,OR RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH EHD DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS,CONDITIOM5,OR EXCEPTIONS AS WALL FRAMING NOTED.CONTRACTOR SHALL FURNI5H ALL LABOR,SCAFFOLDING,AND TOO11-5 NECESSARY TO TOP PLATE TO TOP PLATE(FACE-NAILED) 2-1 Gd PER FOOT COMPLETE THE WORK. TOP PLATES AT INTERSECTIONS(FACE-NAILED) 4-16d J015T EA.51DE 9.ALL MATERIAL SHALL BE INSTALLED IN STRICT CONFORMANCE WITH MANUFACTURES REQUIREMENTS STUD TO STUD(FACE-NAILED) 2-1 Gd 24"O.C.AND SPECIFICATIONS. HEADER TO HEADER(FACE-NAILED) 16d 16"O.C,ALONG EDGES -' 10.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSPECTIONS,APPROVALS LAND CERTIFICATE OF TOP OR BOTTOM PLATE TO STUD(END-NAILED) 2-1 Gd,3-16d,4-1 Gd PER 2x4,2x6,2x8 RESPECTIVELY OCCUPANCY. BOTTOM PLATE TO FLOOR JOIST,BAND JOIST, DEMOLITION END JOINT OR BLOCKING(FACE-NAILED) 2-16d PER FOOT 1.CONTRACTOR SHALL DEMOL15H WALLS,FLOOR, AND EXISTING ROOF AS INDICATED ON DRAWINGS AND FLOOR FRAM I NG AS NECESSARY,AND REMOVE DEBRIS. J015T TO SILL,TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER J015T 2.CONTRACTOR SHALL DO ALL PATCHING REQUIRED DUE TO REMOVAL OF IEX15TING WORK AND OR BRIDGING TO JOIST(TOE-NAILED) 2-8d EACH END INSTALLATION OF NEW YORK. BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END EAST ELEVATION 2, „ 3.ALL NEW WORK SHALL MATCH AND MEET FLUSH TO EXISTING WORK AS C105ELY AS P0551BLE UNLESS BLOCKING TO SILL OR TOP PLATE(FACE-NAILED) 3-16d EACH BLOCK 5CALE:i/4•-r-0' OTHERWISE NOTED. LEDGE STRIP G BEAM(FACE-NAILED) 3-16d EACH JOIST SKY PLANE D I AG IAA M 4. EXISTING STRUCTURE AND INTERIORS TO REMAIN SHALL BE PROTECTED)AS NECESSARY DURING BAND ON LEDGE 01 BEAM(TOE-NAILED) 3-1 G PER J015T DEMOLITIOf!AND CONSTRUCTION. BAND J015T TO J015T(END-NAILED) 3-16d PER JOIST 5. CONTRACTOR SHALL PROTECT EXISTING SERVICES TO REMAIN AND SHA LL NOTIFY ALL UTILITIES AND BAND J015T TO SILL OR TOP PLATE(TOE-NAILED) 2-16d PER FOOT I ll = I I-011 TELEPHONE SERVICES AND MAKE ARPANGEMEIJT5 FOR HOOK-UP,REMOVALL,OR CAPPING OF EQUIPMENT ROOF SHEATHING V AS NECESSARY. 5TRUCURAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING FOUNDATIONS I"xG"OR IN8" 2-8d PER SUPPORT 1.A55UMED SOIL BEARING CAPACITY, 1,500 Ib./Sq.Ft. 1"x I O"OR WIDER 3-Sd PER SUPPORT 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 psi.-28 DAY TEST. 3.ALL NEW FOOTINGS TO REST ON UNDISTURBED SOIL. CEILING SHEATHING GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD GENERAL CONSTRUCTION WALL SHEATHING 1.PROVIDE ALL LABOR„MATERIALS,TRANSPORTATION,EQUIPMENT AND 5EF.RVICE5 NECE55ARY TO 5TRUCURAL PANEL 8d (TABLE 3.9) COMPLETE ALL WOOD AND PLASTIC WORK REQUIRED BY THE DRAWINGS A55 SPECIFIED HEREIN,OR FIBERBOARD PANELS REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. 7/I 6" 8d 3"EDGE/ "FIELD G 3.INTERIOR TRIM SH GYPSUM ALL MATCH EXISTING. 8d 3"EDGE/6"FIELD 4.FRAMING ELEMENTS: GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10"FIELD A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR-LARCH STRUCTURAL GRADE NO.2 HARDBOARD 8d (TABLE 3.9) OR BETTER. PARTICALBOARD PANELS 8d (TABLE 3.9) B.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,LAND SHALL BE INSTALLED,CUT DIAGONAL BOARD SHEATHING AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND SPECIFICATIONS. I NC,OR I NV, 2-8d PER SUPPORT `\ N C.ALL SHEATHING TO BE APA RATED,EXPOSURE 1,THICKNESS AS INDICATED. I"x 10"OR WIDER 3-8d PEP SUPPORT D.ALL SUB FLOORING TO BE APA RATED STUDD-I-FLOOR,EXPOSURE: 1,3M`MIN.THICKNE5. E.ALL HEADERS(;'-0"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER FLOOR SHEATHING M _ __ WITH TRIPLE UPRIGHTS.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS S3HOWN ON DRAWING. 5TRUCURAL PANELS -\'`\\ N (� f� - _ S 85• 50 F.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND FLOOR.BEAMS AS PER BCNY5 2020 1"OR LE55 8d 6"EDGE/ 12"FIELD V it C 14" OR A5 NOTED @ 8'-O"O.C.MIN..PROVIDE 2"SPACE FOR AIR CIRCULATIONI IN ROOF. GREATER THAN I' I Od 6"EDGE/6"FIELD _ G.PROVIDE DOUBLE FRAMING AROUIJD ALL OPENINGS(STAIRS,ETC.)I OR AS NOTED ON DRAWINGS, DIAGONAL BOARD SHEATHING H.PROVIDE DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITIONS OR AS NOTED ON I"x6"OR I"x8" 2-8d PER SUPPORT � CRv - I N 10"OR WIDER 3-8d PER SUPPORT / _ SHED c r DRAWING. N META 25,23' ` _ `� ONE D' --_ _ I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED(GALVA IZED L _ _ �/EWA l' _ - CONNECTORS BY"51MP5ON"OR APPROVED EQUAL. i ---__ _ _ J.NAILING SCHEDULE SHALL BE AS PER BUILDING CODE of NEW YORK,STATE 2020 AS A MINIMUM. '----_____ ALL 2"x6"STUDS SHALL RECEIVE(5) 1 Od NAILS AT SILL AND PLATE.ALL EX7ffRIOR NAILS SHALL BE _ _ ! - --_ GALVANIZED. SEE ATTACHED NAILING 5CHEDLLE. "- ,' __' _ N 85• Jr0 -` 25'K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4"O.C.EXTERIOR:EDGE5 AND Gd NAILS @ 12" * � � � � 14" W` RIGHT OF O.C.INTERMEDIATE, SEE ATTACHED NAILING 5CHEDULE. ---__ _ 1�' Y c L.ALL INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER.. � / +' _ V V�r �P`R - " -- D M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND STUD WITH GALVANIZED HURRICANE / /' __ _ ' '--_ __ ESCRIP __________ TYPE CONNECTORS BY"5IMP5011"OR APPROVED EQUAL.FOR TIMBER PILE FOUNDATIONS,PROVIDE t i 25' RIG p ' - - T 1 pN� -- 559•11 HURRICANE CLIPS AT ALL PEP.IMETEP.JOISTS TO GIRDER CONNECTIONS. _ COeeC O IQ Q ; �� _ -- - -_ _ HT F WAY - - ' ' _ 5.ALL NEW WIfIDOW5 TO BE THERMAL INSULATED LOW-E GLASS,WITH ARG;ON GAS,IMPACT RESISTANT AS c /�, ' _ _ VV REQUIRED. Ap E$rONE N N �� `�' ;' ,� _-- ---_ EXISTENpE (PER FILE M - -- _ -- 3 MARCH 6,2024 G.LOAD 7.STRAPPANG AND NTH5 ARE IAILDICATED 13Y ING TO MEET MINIOMUp CODE REQUIREMENTS OF TFHE 2020 RBCNYS AND 2020 RAWINGS. a 1 RCON " �Z ' O / N - `___ UNKNpW AP) WFCM.(5EE NAILING SCHEDULE) , Q <, � , N - - ` N _ _ O 8.FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EFDM OR APPPROVED RUBBERIZED S S tr) THESE PLANS ARE AN INSTRUMENT OF MEMBRANE. LOT I /_ / ' _ _ '---_ __-_ __ cD __ __ SERVICE AND ARE THE PROPERTY OF THE 9.FLASHING AT ROOF CONNECTIONS,VALLEYS,CHIMNEYS AND CRICKETS;SHALL BE ALUMINUM, r w / BAseD oN suRVEY BY: GROSS FLOOR AREA: ' `'-- 53g 75,' ARCHITECT.INFRINGEMENTS WILL 10.STEP FLASHING SHALL BE USED AT ALL INTERSECTION5 OF SLOPED ANID VERTICAL SURFACES,EXCEPT - ' n/ / OLO Z' THOMAS MATARAZZO LAND SURVEYOR ---_ N BE PROSECUTED STEP FLASHING AND COUNTER-AND CAP-FLASHING SHALL BE USED AT INTTERSECTIOM OF ROOF AND R, /� � �- � � � --__ CHIMNEY,AND ROOF AND WALLS. < 0 ' J f DATED: 6 OCTOBER, 2013 EXISTING BUILDING FIRST FLOOR: 2,352.0 SQ FT O 1 1.INSULATION SHALL BE GATT INSULATION OF THICKNESS INDICATED ON TTHE DRAWINGS AIJD SHALL BE �� 3 0 i __: J NEW ADDITION FIRST FLOOR: 6G5.5 SQ ff -- 2022 ALL RIGHTS RESERVED 2-1/2 lb. DENSITY FIBER-GLA55 BATT5 CONFORMING TO THE 5PECIFICATICDN5 FOR PRE-FORMED FIBROUS CO RN ER J�.3�, _ V / NO NEIGHIBORLY WELL LOCATED SCTM: 1000-97-3-1 1.9 NEW ADDITION SECOND FLOOR: 922.1 SO FT N GLA55 INSULATION.NAAMM STANDARD 51, 1 b-70. CLOSED-CELL SPRAY-IIJJ FOAM INSULATION(R-6.5 PER N - WITHIN I°50'OF PROPOSED ZONED: R-80 TEST HOLE I/27/20 17 _ INCH)BYlCYIJENE OR APPROVED EQUAL SHALL BE PROVIDED AS INDICATED]ON DRAWINGS. I I O LD DOWN Q I `5 3 J SEPTIC SYSTEM IT ISA VIOLATION OF THE LAW FOR ANY PERSON, AREA: 87,239 SOFT OR 2.01 ACRE 12.NEW INTERIOR DOORS SHALL MATCH EXI5-FING. Off' O 8� ` NEW TOTAL GROSS FLOOR AREA: 4,139.G 5Q FT EL, UNLESS ACTING UNDER THE DIRECTION OF A 13. NEW HARDWARE SHALL MATCH EXISTING or BE SELECTED AND APPROWED BY OWNER. BROWN LOAM OL 14.GYPSUM BOARD SHALL BE EASED EDGE TYPE,CONFORMING TO ASTM(C3G,AND SHALL BE `�� x NO NEIGIIIBOKLY SEPTIC SYSTEM LOT COVERAGE: +21.0 0.5' LICENSED ARCHITECT,TO ALTER ANY ITEM ON "5HEETROCK 5W'BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE DRAINAGE CALCULATIONS: � LOCATED WITHIN 150'OF BROWN CLAYEY SAND SC THIS DRAWING IN ANY WAY.ANY AUTHORIZED 1/2 % `^ _ EXISTING WELL ' EXISTING BUILDING FOOTPRINT: 2,352 SQ FT EL. 2.0' ALTERATION MUST BE NOTED,SEALED,AND 15.ALL NEW AND REPAIRED GYP,BOARD SHALL BE TAPED AND 5PACKLED TTHREE(3)COATS.ALL EXTERIOR r' NO NEIGHBORLY WELL LOCATED - 'd NEW ADDITION: I,177 SQ FT ZONE 1 : +1 9.0 DESCRIBED IN ACCORDANCE WITH THE LAW. CORNERS SHALL HAVE METAL CORIJER BEADS. WITHIN 150'OF PROPOSED ELECTRIC ___ x FINISHES r�l` SEPTIC SYSTEM ` BOX I^ F A9 " (,� 6 739 SF x I x 0. 17 = 1 25.G CF I. NEW WOOD FLOORS TO BE SELECTED BY OWNER,SANDED AND POLYURIETHANE,3 COATS. O I _ R�'RF n' o �� SEE SKY PLANE } NEW TOTAL BUILDING FOOTPRINT: 3,529 SQ FT PROVIDE (1) 8' DIA x 3'G" H DRYWELL (147.8 CF) Z 2. EXISTING WOOD FLOORS SHALL BE PROTECTED,SANDED AND REFINI5HIED. ^�'✓S� 6'.& DIAGRAM `�'d Q Robert 1. Brown 3. CERAMIC TILE FLOOR SHALL BE SELECTED BY OWNER AND INSTALLED WITH THIN SET / ALL SURROUNDING PROPERTIES ♦ /� ELECTRIC ` Q ` S i LOT COVERAGE: 3,529/87,239 = 4% ADHESIVE. ! WITHING 150'OF PROPERTIES ,` METER 6F S ZONE 2: Architect, P.C. 4.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL, O ` �i APPLIED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND PE(COMMENDATION5. LINES ARE IMPROVED APPROXIMATE TES RM NOTE:ELEVATIONS HEREON REFER TO NAVD 1988 7 19 ID x I x O. 17 = 1 22.2 CF PALE BROWN FINE SAND SM COLOR TO BE SELECTED. (� oN PROVIDE (I) 8 DIA x 3 G H DRYWELL (147.8 CF) Z 205 Bay Ave. Greenport NY 5.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK SHALL BE 0 \`� Z) info@ribrownarchitect.com CLEANED AND REPAINTED, NEW WALLS AND CEIUNG5 SHALL BE SEALED ANJD PAINTED. Y C 6 1 Z PAINTING SHALL BE TWO(2)COATS BENJAMIN MOORE LATEX PAINTED,COLLORTO BE RIDGE CROSS SECTION END VIEW 1� STONE `\\� x�N9 WAYNE J. MOTT t MARY O, MOTT 3 477-975 SELECTED BY OWNER. `�\ PLANTER INACE `\ , G. INTERIOR TRIM SHALL BE SANDED SMOOTH,PRIMED,AND FINISHED WITTH TWO(2)COATS BENJAMIN MOORE LATEX ACRYLIC SEMI-GLOSS PAINT. ``� �5 LNG NE HVAC HOC V � 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES \ 4 e G� RICH - �� R ,7 4' S' EL. 17.0' NECE55ARY TO PROVIDE A HVAC SYSTEM TO HEAT AND COOL THE LIVING SPACES ``\ i ^^`, S�RJ +3.0 AS REQUIRED BY THE DPAWING5 AND SPECIFICATIONS AND THE 2020 MECNHANICAL \, NO WATER ENCOUNTERED CODE of NEW YORK STATE,OR REASONABLY IMPLIED A5 NECE55ARY TO CCOMPLETE NO NEIGHBORLY WELL LOCATED C.^ _�__8__ N 87. 25' 40" Ep ARCM 2.EXISTING TO WORK. ,^ WITHIN 1 50'OF PROPOSED BOILER TO REMAIN, 3 • SEPTIC SYSTEM � A'��`� � 3.EXISTING AIR HANDLERS AND CONDITIONERS TO REMAIN. oP O�� 'y 0� 2 4.PROVIDE ADDITIONAL AIR-HANDLERS,DUCTWORK,AND CONTROLS AS WECE55ARY G S� VRE 9• - O ct TO COMPLETE THE WORK FOR AIR CONDITIONING IN ALL ZONES. ALL SURROUNDING PROPERTIES FENCE AROUND �( 3 , 25 RIGHT OF WAY PER FILED MAP ►� WITHING 1 50'OF PROPERTIES CONC. PAVE. P�C uN E�RPMEc 6`393' /3 �4 ( ) ^ ^ PLUMBING LINES ARE IMPROVED I R � - 0 � O 1.PROVIDE ALL LABOR,MATERIALS,TR.AN5POKTATION, EQUIPMENT,AND'SERVICES BPS A DRAINAGE A: IOG' ) F 2 N 1 yea 163 NECE55AP,YTO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DFRAWING5 p ZONE 2 98 E♦ 4 S 87o 25 O �� AND SPECIFICATIONS AND THE 2020 PLUMBING CODE of NEW YORK STATE:,OR O o o A: ►22' E 40�� w o6N � REASONABLY IMPLIED AS NECE55ARY TO COMPLETE THE WORK. 12 �IDOO� Q O 15: ► 13' (�� L��2�� (n 2.CONFORM TO THE NEW YORK STATE ENVIRONMENTAL CONSERVATION UAW WITH REGARDS TO WATER SAVING AND CONSERVATION. ALL FIXTURES SHALL B3E ON THE O, (� APPROVED"LIST OF CERTIFIED WATER SAVING PLUMBING FIXTURES"A5 PULBLISHED BY �' �CRE A: 112.5' o NO NEIGHBORLY WELL LOCATED THE NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. o Q PNE C� 36 1 B: 100 / WITHIN 1 50'OF PROPOSED �I CLIENT/OWNER 3. ALL WORK ON THE PLUMBING SYSTEM SHALL BE PERFORMED BY OR UNDER THE N O FRAME �PR�Pr1`� GRQVN� i DIMENSIONS BY SEPTIC SYSTEM SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLIETION,THE Dt SHED V \ � � PLO �`_' INSTALLER : I PLUMBER SHALL PROVIDE A SOLDER CERTIFICATE AS REQUIRED BY THE TOWN OF o �, M ,Q CLEARRIVER SILBERSTEIN SOUTHOLD. EN � ALL SURROUNDING PROPERTIES 4•THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS„ \ Q PVE ENVIRONMENTAL G CERTIFICATIONS,LICENSES AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND O WITHING 150'RO PROPERTIES FEDERAL AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION. 0 �� `S,\.\ oo`�o�' Oj �� LINES AREIMPROVEa i &9 STEVEN AND ILENE ELECTRICAL FLOOR ►, wt1� Q 2 \ p -''' �E N/o/F A\�� 1,FURNISH ALL LABOR,MATERIALS, PERANDEQUIPMENT.PLANT,TOOLS,AND SERV/ICES JOIST 1\ J\ ' FENCE GP / \� TECHEN SUZANNE HOOFER 1496 SKUNK LANE NECE55ARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF`ALL NEW \ �`• ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING,BUT NOT LIMITED,LU { •_ _ i' � ♦ �� CUTCHOGUE, NY 11935 CONNECTIONS 70 PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING,LLIGHTING, SERVICES,FEEDERS,DISTRBUTION AND PROTECTION EQUIPMENT,CONNE(CTION5 TO �I CHAIN Q ♦O APPLIANCES, GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DE`.VICE5 WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWIWGS AND AND 5PCIFICATION5 AND AS NORMALLY SPECIFIED IN THIS TYPE OF PROJECT AND /Q INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS ANp PROJECT TITLE ELECTRICAL DISTRIBUTION SYSTEMS. I oI •- / [^ ADDITIONS AND 2.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 BUILLDING CODE 3 `1, of NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-20 1;7(NEC), F 6 jS 0 RENOVATIONS LOCAL UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSIHA),THE � NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTTNER DR/ L,j LOT 2 APPLICABLE CODES. IN THE EVENT OF CONFLICT,THE MORE STRINGENT 4 , of�' w REQUIREMENTS WILL APPLY. / 2 f Wq Y LL_3.ALL LABORATORIES,T INC.LABEL AND BE SUITABLES USED FOP, f UNDERWRITERSK SHALL BEAR THE FOR THE ENVIRONMENT MENT WIN H CH THEY FLOOR WILL BE INSTALLED. J015T 4.ALL WORK ON THE ELECTRICAL SYSTEM SHALL BE PERFORMED BY OR UNDER Co 5UPEPV1510N OF A PROPERLY LICENSED MASTER ELECTRICIAN. IU Z Ob O DRAWING TITLE 5,THE CONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS, CEN5E5 AND INSPECTIONS AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, �� S O 30/ AND ANY OTHER APPLICABLE JURISDICTION. �� OO�� '�/ G.CARBON MONOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES 0 area maintained ` �' SHALL BE CONNECTED TO THE LIGHTING CIRCUITS WITH NO INTERVENING WALL Q � by others 2,22 76/ S 89 0 O7'20 - SITE PLAN SWITCH. LINE CORD-CONNECTED,DIRECT PLUG-IN,AND BATTERY POWEREID ALARM5 �/�� -- - ARE NOT ACCEPTABLE, ALARMS SHALL BE INSTALLED ON EACH LEVEL ON VNHICH < " V Y BUILT T TT T SLEEPING QUARTERS ARE LOCATED. j z '` fit.- AS B V 1 L 1 7.SMOKE DETECTORS IN CONFORMANCE WITH THE 2020 BUILDING CODE'of NEW , ,7�� YORK STATE,THE NFPA NATIONAL FIRE ALARM CODE NO. 72-1993 SHALL IBE �+'' . NO NEIGHBORLY WELL LOCATED , L' L U PROVIDED OUTSIDE EACH SEPARATE SLEEPING AREA,IN EACH 5PLEEPING A\PEA,AND UPLIFT CONNECTIONS �� ,J (TE PLAN _ ON EACH FLOOR LEVEL. CQ WITHIN 150'OF PROPOSED SCALE 8.CONTRACTOR SHALL COORDINATE WITH OWNER'5 ALARM COMPANY FOR SMOKE SEPTIC SYSTEM '7 OCT 21,2025 „ �l i 2 ! 1 -40 AND BURGLAR ALARMS AS NECESSARY. CONNECTIONS DETAIL -DRAWING NO. ALL SURROUNDING PROPERTIES SCALE: I" = 50' WITHING 150'OF PROPERTIES EXISTING EXCEPT AS NOTED LINES ARE IMPROVED ISSUES/REVISIONS A 271 - 1 0" 9'-9 112" BILCO 5CAPEWELL 48G2-54 EGRESS WINDOW WELL (7 I � ANDERSEN 400 SERIES — J I I CX 135 CASEMENT EGRESS WINDOW I N O N CL/ I I N 14'-4" O U FLUSH GIRDER N I I #5 RE-BAR — I I (3) 2"x 10" w/(2)4"STEEL PLATES @24"O.0 VERTICAL — — — — — — —I (2) BOLTS A2 12" O.C. 12" LONG SECURED INTO EXISTING CONC. — — — — — FOUNDATION WITH EPDXY(TYPICAL) \ \ v 20-2" \ \ I \ \ - i= w Q ( N 8"TH. CONCRETE N o = FOUNDATION WALLS p CUT OPENING IN EXISTING 00 I N WATER PROOFED p FOUNDATION WALL BETWEEN N \ \ N 4" POURED CONCRETE SLAB O WITH "BLACK MAGIC" — C EXISTING AND NEW \ — — WITH WELDED WIRE MESH z z I ( POLYETHALENE (TYP). BASEMENTS AS SHOWN \ \ x O= O0 PROVIDE RIGID INSULATION \ cv n C) I G I AS SHOWN ON SECTION (2) 211 X 1011 w/ \ \ \ I I I- -1 \ FLUSH GIRDER 3n 11 (3) 2"x 10" w/(2)4"STEEL PLATES ( 1 ) 4 X9- I /�4 - - - - - - - STEEL PLATES _ _ (2)8" BOLTS A2 12"O.C. I � i #5 RE-BAR @24"O.0 VERTICAL I I O I I \ 12" LONG SECURED 9'-5" N I 00 O INTO EXISTING CONC. FOUNDATION WITH - u s EPDXY(TYPICAL) I I EXISTINIG FOUNDATION TO REMAIN L 77t7 Mar 6,2024 UNFINISHED THESE PLANS ARE AN INSTRUMENT OF BA5EM ENT L — — — — — — — — — — — — — — — —` — — — SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL 27-10" BE PROSECUTED zozz ALL RIGHTS RESERVED B IT IS A VIOLATION OF THE LAW FORANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. BASEMENT PLAN AS BUILT Robert I. Brown Architect, P.C. Zo5 Bay Ave. Greenport NY info@ribrownarchitect.com 631-477-9752 EXISTING FOUNDATION TO REMAIN EP�d ARC&,, o�P-(1.Bq�� ? 3 f <j+p �1636,{ yQq �Jr ^1T�e OF 0 CLIENT/OWNER SILBERSTEIN EXISTING FOUNDATION TO REMAIN STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE FOUNDATION PLAN AS BUILT OCT zi,z--T SCALE 4 i/ =i-o" DRAWING NO. ISSUES/REVISIONS A 2xG EXTERIOR CONSTRUCTION 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) 27 1 1„ 1/2"CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE SIDING MATCH EXISTING LA — — — I 1 O"SQUARE COLUMN 2G Q, I / A � / I BEDROOM / / \ WOOD FLOORING SELECTED BY OWNER / / I C) 1/2"5HEETROCK ON ALL WALL5 AND CEILING A I B — TAPE, SPACKLE AND PAINT 3 COATS O ECKI G SELECTED BY OWNER \ N I 10" SQUARE COLUMN \ 50G8 0 / EXISTING CL05ET BEDROOM 3'-9" '-3" 011 2GG8 G'-0" p _ 1= / BUILT-IN STORAGE Ck- I UP UNDER STAIR 9'-10" o )DZ p Cz w z_ t9 / 0,C w N Ohm �7 O r2G2GG8G'-4" A w z NEW STAIR = N = w z rV NEW INTERIOR DOORS 3G" HANDRAIL RISE: 7 5/8" iO x Q 0 p p I C TRIMMED m TO CODE (fYP.) RUN: 9%z" N I / / O •� \\ OPENING RISERS: 14 CQ N 7 a WEATHER5HIELD ! G-0 O CONTEMPORARY 2GG8 U / COLLECTION INSWING PATIO iLl N PROPOSED 50G8 DOOR 1-31 G,5 cO STACK 50G8 O EXISTING DOORS -- — co WASHER PORCH / -G i/2 MARBLE DRYER 332 SF I�"SQUARE COLUMN TO REMAIN CLOSET 2'-G /2' SADDLE - p / � d '�T o w p � z � I N LU \ - ° �o O BEDROOM O 'z w \ \ O I uj WOOD FLOORING SELECTED BY OWN R - � w z0 O \ 1/2"5HEETROCK ON ALL WALLS AND N FILING N w z0~ o TAPE, SPACKLE AND PAINT 3 COATS v uvJ I EXISTING \ —' \ EXISTING LAUNDRY EXISTING 19'-512" Lo ° I Mar 6,zozq X/ GARAGE BEDROOM — — THESE PLANS ARE AN INSTRUMENT OF 10" SQUARE COLUMN V-4 1/2" 10'-I 1/2" 4'-0" 4'-0" 9'-9 1/2" SERVICE AND ARE THE PROPERTY OF THE — — — — — — — ARCHITECT.INFRINGEMENTS WILL \ \ - - - - - - - - - - - - - -"' - - -" - - BE PROSECUTED \ O O O zozz ALL RIGHTS RESERVED NEW 2xG EXTERIOR CONSTRUCTION EX15TING STRUCTURE 2"CL05ED CELL SPRAY-IN FOAM INSULATION (R-13) IT IS A B R-15 GATT INSULATION INDICATES NEW UNLESS ACTING ON UNDERF THE THE LAW DIRECTIONFOR PERSON, F A REMAINS EXCEPT A5 SHOWN ` 1/2" CD-X RATED PLYWOOD SHEATHING ® UNLESSDARCHTECT,T ALTER YIT MO \ /\ WATERPROOF MEMBRANE CONSTRUCTION LICENSEDARCHITECT,TOALTERANYITEMON THIS DRAWING IN ANYWAY.ANY AUTHORIZED 51DING MATCH EXISTING ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. \ EXISTING GREAT / / / \ ROOM .- FI f�ST FLOOD PLAN AS BUILT Robert I. Brown Architect P.C. ao5 Bay Ave. Greenport NY \ \ info@ribrownarchitect.com \ \ 631-477-9752 \ EXISTING CLOSET /� \ / Eo ARC �P HiT 4 EX 15T1 N G MASTER BATH 4,16311" yOQ EXISTING / �TF OF NE`� KITCHEN / �` \ CLIENT/OWNER � > SILBERSTEIN \ STEVEN AND ILENE \ EXISTING 1496 SKUNK LANE \ MASTER CUTCHOGUE, NY 11935 BEDROOM PROJECT TITLE WINDOW SCHEDULE ADDITIONS AND \ \ \ MODEL SIZE TYPE LITES QUANTITY NOTES RENOVATIONS \ \ \ WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH A 3050 3'O" x 5'I" DH I OVER I LOW-E ARGON FILLED GLASS B 203G 210"x 315" DH I OVER 1 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH DRAWING TITLE LOW E ARGON FILLED GLA55 C 3040 310"x 410" DH DH 8 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH LOW-E ARGON FILLED GLASS FIRST FLOOR PLAN EGRESS D 3050 3'0"x 5'0" DH DH 2 WEATHER SHIELD SIGNATURE SERIES DOUBLE HUNG WITH AS BUILT LOW-E ARGON FILLED GLASS OCT za, zoz SCALE 5 i/q"=i-o" Basement CX 135 2'8"x 35" CASEMENT I I ANDERSEN EGRESS DRAWING NO. -- 1 i ISSUES/REVISIONS 36-0 1/2" 4'-1" 5-0 3/4" 5-0 3/4" 1 5'-0 3/4" 1 1 1'-5 1/4" \ O O \(�-D\ O \ I I \ I I IN / MECHANICAL SPACE 37-0" / 17'-G" i o O 7 INACCESSIBLE ATTIC S R m DOWN co ART STUDIO = SPACE CATHEDRAL CEILING I N N 30 HANDRAIL NEW STAIR N I C TO CODE(TYP.) RISE: 7%8' \ N RUN: 9%2" O �p RISERS: 14 13G" VANITY EX151TNG UNPINI5HED \ ATTIC \ I I C C C C I I \ 1 1'-5 1/4" 5'-0 3/4" 5'-0 3/4" 5-0 3/4" 1 1'-5 1/4" I N I \ A \ ICON D FLOOD PLAN (AS DU i TS L ) / / rev.Mar 6,2024 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED zoaz ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. r- - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - � Robert I. Brown I 4 ( Architect, P.C. 20 Bay,Ave. Greenport NY info@ribrownarchitect.com I N N I 631-477-9752 N O O o z o N I O Lu p I �PEp ARCy/ IJ �w cjS4SR O PROVIDE ALUMINUM STEP O FLASHING WHERE ROOFIN r o MEETS VERTICAL WALL I I r � °6 4" O I I ,rG J N N I I CLIENT/OWNER N m N I SILBERSTEIN PROVIDE ALUMINUM STEP o I I STEVEN AND ILENE FLASHING AT ROOFING w- — TRANSITION O ' o `n — — — o 0 0 , 1496 SKUNK LANE — — tu L CUTCHOGUE, NY 11935 I I PROJECT TITLE I ADDITIONS AND - - - - - - - - - - - - - - - - - I RENOVATIONS 4 �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -j DRAWING TITLE SECOND FLOOR PLAN ROOF PLAN AS BUILT ROOF PLAN OCT 21,aoz5 SCALE 4 1/ =1-o' SCALE: 3/1 G"- I'-0" EXISTING EXCEPT AS NOTED DRAWING NO. 1 i ISSUES/REVISIONS Lj 01 BLACK ASPHALT SHINGLE ROOFING El VINYL SIDING VINYL SIDING Lu NEW WINDOW TRIM NORTH ELEVATION Mar 4,2024 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2022 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FORANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. Robert I. Brown Architect, P.C. Zo5 Bay,Ave. Greenport NY inf o@ribrownarchitect.com 631-477-9752 EO ARCy�T ATE'017 CLIENT/OWNER VINYL SIDING SILBERSTEIN STEVEN AND ILENE 144�96 SKUNK LANE / CUTCHOGUE, NY 11935 El Li PROJECT TITLE \ ADDITIONS AND NEW WINDOW TRIM NEW WINDOW TRIM RENOVATIONS DRAWING TITLE EXISTING STRUCTURE TO REMAIN 5-2 1/2" 381 -1" ELEVATIONS 43'-3 I/2" NEW CONSTRUCTION AS BUILT 5O UTH ELEVATION SCALE DRAWING NO. I ISSUES/REVISIONS 2x 10 RAFTER5 @ I G"O.C. 7.5"CLOSED CELL SPRAY-IN FOAM INSULATION (R-49) 1/2"CD-X RATED PLYWOOD SHEATHING WATERPROOF MEMBRANE BLACK ASPHALT SHINGLE ROOFING 12 2x 10 JOISTS @ I G"O.C. 1 x8 AZEK TRIMBOARD (2) 2x 10 HEADER(TYP•) 1 11-00 NOISE CANCELING >i NEW 2xG EXTERIOR CONSTRUCTION INSULATION 2"CLOSED CELL SPRAY-IN FOAM INSULATION (R-13) R-15 BATT INSULATION 1/2"CD-X RATED PLYWOOD SHEATHING ( WATERPROOF MEMBRANE 51DING i �! I 4" POURED j I 1 CONCRETE SLAB u 2x 10 JOISTS @ I G" O.C. � j2Qy w/R-30 BATT INSULATION 8" POURED CONCRETE FOUNDATION WALL w/#5 -- - -- — REBAR IN EACH DIRECTION I G"x 8" POURED CONCRETE FOOTER w/(3)#5 REBAR _ CONTINUOUS. EAST ELEVATION MINIMUM BELOW GRADE ''+ ON UNDISTURBED SOIL SECTION B Mar 6,2024 2x 10 RAFTERS @ I G"O.C. THESE PLANS ARE AN INSTRUMENT OF 7.5"CL05ED CELL SPRAY-IN FOAM INSULATION (R-49) SERVICE AND ARE THE PROPERTY OF THE 1/2"CD-X RATED PLYWOOD SHEATHING ARCHITECT.INFRINGEMENTS WILL WATERPROOF MEMBRANE BE PROSECUTED BLACK ASPHALT SHINGLE ROOFING zoaa ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2"X 12" RIDGE BEAM THIS DRAWING IN ANYWAY.ANY AUTHORIZED 12 ALTERATION MUST BE NOTED,SEALED,AND 1 DESCRIBED IN ACCORDANCE WITH THE LAW. II 2"x 8" Robert I. Brown 7-1/2"CLOSED CELL SPRAY IN FOAM 2x 10 RAFTERS @ I G" O.C. INSULATION (R-49) 7.5"CLOSED CELL 5PWAY-IN FOAM INS (R- 9) Architect, P.C. 1/2" CD-X RATED PLYWPOOD SHEATHING 12 —� 3 WATERPROOF MEMBRANE 20 Bay,Ave. Greenport NY BLACK ASPHALT SHINGLE ROOFING in0@rlbrownarchitect.com 631-477-9752 2"TH CLOSED CELL SPRAY IN 30 HANDRAIL FOAM INSULATION WITH TO CODE (TYP.) 3-1/2"TH FIBERGAI55 BATT INSULATION TOTAL R-28 c:,o BR r1� i 4,0 0 �/ 2 2'-0" s � i 2'-0" N at BED/ OMS •' 3/4"TH AZEK * ( =!r TRIM BOARD N I x8 AZEK TR(MBOARD � y163Ay0Q� STAIR: "x 4"AZEK 5HIPLAP OF N 5OFFIT (2) 2x 12 GIRDER 2x 10 JOISTS I G"O.G. RISE: 7 5Y8" x R-30 BATT@ I G"O.C. N015E CANCELING NOI CANCELING RUN: 9Y° 2xG EXTERIOR CONSTRUCTION I -O (2) 2x 10 HEADER(TY'P.) TRIM BOA %f INSULATION NSULATION RISERS: 14 2" CLOSED CELL SPRAY-IN TRIM BOARD FOAM INSULATION (R-1 3) CLIENT/OWNER R-1 5 BATT INSULATION I I" _1/2" CD-X RATED PLYWOOD SHEATHING 10"SQUARE COLUMN o WATERPROOF MEMBRANE SILBERSTEINSIDING TO MATCH EXISTING 2"xG"CCA PLATE ANCHORED WITH 18" BOLT5 (2 PER SILL STEVEN AND ILENE MIN) OVER ALUMINUM TERMITE BARRIER AND DECKING SELECTED BY OWNER SILL SEALER. N5 M Im lu fa M M m lamijy "M W+Wl�+fflyN 2x 10 JOISTS @ I G"O.C. w/K-30 BATT INSULATION (2) 2x 10 FLUSH GIRDER 2x I 0 P.T.JOISTS @ 1 G"o.c. 1496 SKUNK LANE 2x 10 JOISTS @ I G"O.C. (2) 2x I 0 FLUSH 4x4 P.T. POST SECURED US #5 REBAR CUTCHOGUE, NY 11935 ONTINUO GIRDER JOISTS SECURED WITH WITH PORT HOLDER 00 °�: w/R-30 GATT INSULATION •.> JOIST HANGERS p 10"dia. SONOTUBE cn PROJECT TITLE 8" POURED CONCRETE ADDITIONS AND z FOUNDATION WALL u- I= m '' 30"x30"x8" POURED RENOVATIONS 0 N CONCRETE FOOTER w/ #5 REBAR IN EACH DIRECTION. o 0 2" RIGID INSULATION MINIMUM 3'-0" BELOW GRADE Q (R-10) ON UNDISTURBED 501L d DRAWING TITLE 4" POURED CONCRETE SLAB FLOOR REINFORCED W/WWM. 1 I G"x 8" POURED CONCRETE ELEVATIONS IFOOTER w! REBAR CONTINUOUS ON 8" POURED CONCRETE SECTIONS ;,.44 UNDISTURBED 501E FOUNDATION WALL w/#5 AS BUILT 2'x 2'x 12" D REINFORCED 2-0 I -4 REBAR IN EACH DIRECTION POURED CONCRETE FOOTING 5 ECTI O N C I G"x 8" POURED CONCRETE FOOTER w/(3)#5 REBAR OCT 21, 2025 SCALE 1/ "=1-0 L FF—_'CT( O N A CONTINUOUS. 4 MINIMUM 3'-0"BELOW GRADE DRAWING NO. ON UNDISTURBED SOIL i ISSUES/REVISIONS qp �II qp Loj Lo� J i I / I i I db db Loj BASEMENT ELECTRICAL PLAN Mar 6,2024 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED 2o22 ALL RIGHTS RESERVED IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON FOR SPLIT SYSTEM HEAT PUMPS THIS DRAWING IN ANYWAY. ANYAUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. LEGEND Robert I. Brown LIGHT SWITCH :3 = THREE WAY Architect, P.C. Ave. Greepport NY D = DIMMER n�o@rlbrownarch tect Com ( I ® JAM SWITCH ourLEr : 631-477-9752 GROUND 2 VOLT 20 FAULT INTERUPT 220 \ \ 4 = QUAD OUTLET FIXTURE 5= SURFACE MOUNT PROVIDED BY OWNER R= RECESSED PROVIDED BY CONTRACTOR �Et)ARpN,/ SD Lai // WALL MOUNTED // I I FO WALL SCONCE �%.E WP IR T LI G I , HEAT PUMP UNIT GFI !/ PHONE ct a \ T - "1' � — — — I I TV CABLE 5E NETWORK CABLE , F O I UR S I ( Q SPEAKERS f W t63a" ypQr - 5F(-ON D f LO()R U q I\ / \\ I �]A ALARM KEYPAD GO \ pF NE3� / \ I E THERMOSTAT VENT CLIENT OWNER \ } I - / I SD SMOKE DETECTOR SILBERSTEIN — — — � I Go CARBON MONOXIDE DETECTOR STEVEN AND ILENE VVIP INP — — — ` ——— I GFI I I LIGHT TRACK 1496 SKUNK LANE CUTCHOGUE, NY 11935 ' \ I SPOTLIGHT PROJECT TITLE ADDITIONS AND HOSE BIBB RENOVATIONS k / E WALL MOUNTED 4 ( ( I / HEAT f@MP UNIT \ I db 8 E:::= 8 — — , DRAWING TITLE \ 1- - - - - - - - - - - - - - - - - - - - - - .— _ - - - - - - - J BASEMENT & 1ST FL \ ELECTRICAL PLANS \ AS BUILT SCALE (N OCT 21„2025 1/4"=i-0" /\ DRAWING NO. FIRST FLOOD ELECTRICAL PLAN ISSUES/REVISIONS I I I I WALL MOLUNTED \ XHI HEAT PUM4P UNIT CEILI HT LES THAN G'- IN THIS AIZE / \ I / V LIN ICO \ I �\ TO SWITCH y- v FIRST FLOOR Mar 6,2024 ff // I THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE / I ARCHITECT.INFRINGEMENTS WILL BE PROSECUTED dL 2022 ALL RIGHTS RESERVED ITISAVIOLATION OFTHE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANYAUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND CEILIN HT L 5 THAN CEILING T DESCRIBED IN ACCORDANCE WITH THE LAW. G'-G" IN AREA G'-G" IN T I I WALL MOUINTED I I \ I HEAT IT I Robert I. Brown Architect, P.C. \ I I I 205 Ba Ave. Greenport NY info@rlbrownarchitect.com 631-477-9752 SECOND FLOOD ELECTRICAL FLAN ��°By�r�r \i16341 �QQr OF N CLIENT/OWNER SILBERSTEIN STEVEN AND ILENE 1496 SKUNK LANE CUTCHOGUE, NY 11935 PROJECT TITLE ADDITIONS AND RENOVATIONS DRAWING TITLE ZND FL ELECTRICAL PLAN AS BUILT SCALE OCT 21,2025 1/4"=1-O" DRAWING NO.