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Home My WebLink About49216-Z �O4,*0 sou r Town of Southold * * P.O. Box 1179 �04 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46544 Date: 10/01/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 815 Rabbit Ln East Marion, NY 11939 Sec/Block/Lot: 31.4 7-18 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/28/2022 Pursuant to which Building Permit No. 49216 and dated: 05/08/2023 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 2nd floor balcony to existing single family dwelling as applied for per ZBA #7705 dated 12/15/2022. The certificate is issued to: Branko Peros ,Margaret Peros Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 49216 6/18/2024 PLUMBERS CERTIFICATION: Samaritan Plumbers Inc 6/21/2024 fthorJud Signature ems ` TOWN OF SOUTHOLD BUILDING DEPARTMENT y° TOWN CLERK'S OFFICE AMENDMENT o • g� SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 49216 Date: 5/8/2023 Permission is hereby granted to: Peros, Branko PO BOX 604 East Marion, NY 11939 To: Construct additions and alterations to existing single family dwelling as applied for, with flood permit, Trustees #10068, ZBA#7705, and DEC approval. *SCHD approval required prior to issuance of C.O. OR letter from ZBA with updated conditions. d-19/2024 AMENDEP_ermit'to include roof over entry deck as per plans and ZBA DeMinimus letter. At premises located at: 815 Rabbit Ln, East Marion SCTM # 473889 Sec/Block/Lot# 31.-17-18 Pursuant to application dated 12/28/2022 and approved by the Building Inspector. To expire on 11/6/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $668.00 Flood Permit $100.00 CO-ADDITION TO DWELLING $50.00 LAMENI)MENT TO-PERMIT $46..841 Total: $864.88 Building Inspector TOWN OF SOUTHOLD SUFeoi �,.. yob coGy� BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE "� • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49216 Date: 5/8/2023 Permission is hereby granted to: Peros, Branko PO BOX 604 East Marion, NY 11939 To: Construct additions and alterations to existing single family dwelling as applied for, with flood permit, Trustees #10068, ZBA#7705, and DEC approval. *SCHD approval required prior to issuance of C.O. OR letter from ZBA with updated conditions. At premises located at: 815 Rabbit Ln, East Marion SCTM #473889 Sec/Block/Lot# 31.-17-18 Pursuant to application dated 12/28/2022 and approved by the Building Inspector. To expire on 1116/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $668.00 Flood Permit $100.00 CO-ADDITION TO DWELLING $50.00 Total: $818.00 Building Inspector SOUj�,�l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q .�, � ao sean.devlin(&-town.southold.ny.us Southold,NY 11971-0959 Q �yOWN,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Branko Peros Address: 815 Rabbit Ln city:East Marion st: NY zip: 11939 Building Permit#: 49216 Section: 31 Block: 17 Lot: 18 WAS EXAMINED AND FOUND TO,BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: East County Electric License No: SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor X Pool New X Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 25 Ceiling Fixtures $ Bath Exhaust Fan 2 Service 3 ph Hot Water 30A GFCI Recpt 9 Wall Fixtures 11 Smoke Detectors 4 Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures 1$ CO Detectors Sub Panel 100A A/C Blower 2 Range Recpt Ceiling Fan 4 Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect 9 Switches 3$ 4'LED Exit Fixtures Sump Pump Other Equipment: 200A Panel 40 Circuit/ 32 Used Notes: Renovation of Back of House and Second Floor Lighting , New Service w/ 100A Feeder Ran to Garage Inspector Signature: c Date: June 18, 2024 S.Devlin-Cent Electrical Compliance Form Town Hall Annex �� y t Telephone(631) 765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT r1 _ TOWN OF SOUTHOLD JUN 2 6 2024 -SU,DING DF,PT. CERTIFICATION ,F SOOI. Date: Building Permit No. Owner: �� C (Please nt print) 1 1 Plumber: S I\ti P,x 1�1'�t�l 1 1 U ML (Please print) 'AD I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) L-1-)b 1y1 2,1 Sworn to before me this THOMAS J.McCARTHY Notary Public,State of New York y dayof 20 �'( utf�lk pp *N9,5004790 NQvQmber 23,20,0, Notary Public, �10 County 1 0FSoUTyp� l� --- # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ' :� I -� 1-2/14,6—k vl,4-2 ` C-4 IS DATE 7 INSPECTOR SOUIyOIoTOWN OF SOUTHOLD BUILDING DEPT. 'ouffm� 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 r1l PRE C/O [ ] RENTAL REMARKS: "t +o f V� S' ,�,� &A " DATE INSPECTOR SOUI�°� # # TOWN OF SOUTHOLD BUILDING DEPT. ou � 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: Q ak(4 ctg'ff�Glllk 11'4w� . 41k J�w� �'�d giugum '�-.'tak v 04 7i�pr cmk i m n14 I g& (;tu . e4l�'fmins � - 44**s 'o mi/14 a� C. o. DATE b?o? INSPECTOR ' LaChapelle Architecturescrvm JUL 1 1 2024 February 6th,2024 J Inspection Report TOE Project: 815 Rabbit Lane-House East Marion,NY 11939 SCTM#1000-31.-17-18 Permit#49216 Architect of Record(AOR):Porter Clapp Architects,PC Inspection Type: (Those lnJpediOfl pet foamed on this dale are checked) ❑ Footing reinforcement or pier excavation prior to pour ❑ Footing keyway with foundation wall reinforcement ❑ Foundation before backfill ❑ Foundation damp proofing ® Framing,tie down/strapping and plumbing ❑ Underground plumbing ❑ Perimeter insulation ❑ Rough electric ❑ Rough plumbing ® Insulation and caulldng ❑ Solid fuel-burning heating appliances,chimneys,flues or gas vents ❑ Energy Code compliance ❑ Final inspection Inspection date: January 6tb&26th,2024 Observations by: Jake LaChapelle Executive Summary: Framing,strapping,rough plumbing,insulation,and caulking observed were found to be in conformance with applicable code requirements.Modifications from the documents are noted.Reference to `the documents'here refers to the architect's approved drawings. Follow up inspection needed? Final. P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com P.1/5 LaChapelle Architecture JUL 1 1 '1024 Observations: Framing observed was in conformance with applicable portions of NYS Building Code' specify 2x4 exterior wall framing.2x6 framing was substituted. TOWN ►F SM'TjjOI CS20 strapping is specified and observed at the sill plate. Simpson H7 straps are specified at the rafter-to-wall condition and H8 or H2.5 straps are specified for rafter- to-plate connections.Though Simpson doesn't make a connector with the identifier H2.5 there are several similar denominations such as the H2.5A and H2.5T.The contractor used Simpson H8 and H2A where observed.Installation appears compliant with code,though AOR should confirm load requirements are met. Fig. 1—Ties at rafters P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearclutecture.com P.?%' LaChapelle Architecture ?.024 BC-ILI)IIG�EP'r• r 3M,fI1(?I Photos provided by builder were consulted for review of rafter-to-ridge connection.Strapping appears to be CS20 at maximum 21"spacing as specified. Nailing appears to exceed what is shown in the documents. �r 4 '•�- .. Rey.{ o �l a r r Ridge.rtmppiq(C. Thorp) P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com p.3/5 LaChapelle Architecture Rough plumbing observed was in conformance with applicable portions of NYS Building Code. Nailing plates were observed at penetrations. f` S � t� k� Fig 3—:Nailing plate.. Insulation observed was in conformance with applicable portions of NYS Building Code. Modifications from the documents were noted. Spray foam insulation was installed at gaps in the exterior sheathing and framing and around windows and doors.Batt mineral wool insulation with a listed insulative value of R23 was installed in exterior walls.This exceeds the code requirement for wood framed walls. P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearclutecture.com LaChapelle Architecture f As noted above 2x6 framing was substituted for the 2x4 framing identified in the documentk This allowed the substitution of the mineral wool for the 3 '/2"closed cell spray foam insulation ide"d ixi x3ae% documents. Insulation between the second floor and attic space was specified in the documents as 16"rock wool to meet the code-required R49.A combination of R19 and R30 fiberglass batt insulation was substituted,and exceeds that value. f �f s- r i ED�Rcy ♦ �ACy�A /J (P I ig. 4— E iior wall and se and floor ceiling insulation end of report P.O.Box 1252 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com P.5, A ECEd9E SEP 2 9 2025 Bu►lding Department Tows' of Southold K. r Ir, 11 I I I I ; , � I 815 Rabbit Lane Residence 815 Rabbit Lane East Marion, NY 11939 D 1 S EP 2 9 2025 f MAN UAL-J,S,&D g7own q�of So�thr;ic'Fpartment LOAD CALCULATIONS Prepared By: Fernando Recinos Job Title: Draftsman Signature: Date: June 6, 2019 Hkolb HEATING + COOLING 11500 OLD SOUND AVENUE MATTITUCK, NY 11952 (631) 298-5527 ® ko I b Load Short Form Job: Rabbit Res Ju Date: Jun 05,2025 Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) FCU#1 1000 15296 16675 800 800 FCU#2 550 9368 16345 800 800 Entire House 1550 24664 33020 1600 1600 Other equip loads 0 0 Equip. @ 0.95 RSM 31369 Latent cooling 7210 TOTALS I 1550 I 24664 I 38578 I 1600 I 1600 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2025-Jun-06 09:51:20 1 _... Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 V�+�1/1 ...\815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N Nko I b Load Short Form Job: Rabbit Res Jun Date: Jun 05,2025 FCU #1 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Ins ide db(°F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ2 Cond MXZ-SM48NAMHZ2 AHRI ref 206223004 Coil MLZ-KP12NA(X2) AHRI ref 206223004 Efficiency 11.3 HSPF Efficiency 14.0 EER,21.5 SEER Heating input Sensible cooling 16800 Btuh Heating output 26000 Btuh @ 47-F Latent cooling 7200 Btuh Temperature rise 30 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Capacitybalance point=4°F ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftZ) (Btuh) (Btuh) (cfm) (cfm) ZONE#1 500 8319 10724 435 514 500 6977 5951 365 286 FCU#1 1000 15296 16675 800 800 Other equip loads 0 0 Equip. @ 0.95 RSM 15841 Latent cooling 2835 TOTALS 1000 I 15296 18676 800 l 800 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - wrightsoft- 2025-Jun-06 09:51:20 Rig ht-Su ite@ U niv ersal 20 22 22.0.07 RSU10077 Page2 /iRr+'7V�11 ...\815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N Hkolb Load Short Form Job: 815 Rabbit Res Ju Date: Jun 05,2025 FCU #2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Design Information Htg Clg Infiltration Outside db(°F) 12 90 Method Simplified Inside db('F) 70 72 Construction quality Average Design TD(°F) 58 18 Fireplaces 0 Daily range - M Inside humidity(%) 30 50 Moisture difference(gr/lb) 25 49 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ2 Cond MXZ-SM48NAMHZ2 AHRI ref 206223008 Coil SVZ-KP24NA AHRI ref 206223008 Efficiency 9.2 HSPF Efficiency 9.9 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 23000 Btuh @ 47°F Latent cooling 7200 Btuh Temperature rise 26 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.085 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=-31 °F ROOM NAME Area Htg load Clg load Htg AVF CIg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) ZONE#2 550 9368 16345 800 800 FCU#2 550 9368 16345 800 800 Other equip loads 0 0 Equip. @ 0.95 RSM 15528 Latent cooling 4375 TOTALS t 550 I 9368 l 19902 l 800 l 800 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W ril�tlt�SrO�L. 2025-Jun-06 09:51:20 .AMRight-Suite®Universal 2022 22.0.07 RSU10077 Page 3 \815 Rab bit Lane\815 Rabbit Lane Residence.rup Cale=MJ8 Front Door faces: N tRes Hkolb BuildingAnalysis Job: Jun 05,2 25 Y Date: Jun 05,2025 Entire House By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(T) 70 72 Elevation: 67 ft Design TD(T) 58 18 Latitude: 42'N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(T) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 • Component Btuh/ft2 Btuh %of load Walls 3.8 5485 22.2 Glazing 33.1 10447 42.4 M1 Infiltration Doors 22.6 475 1.9 Ceilings 1.6 1604 6.5 Floors 1.7 1655 6.7 Roas Infiltration 2.8 4998 20.3 Ducts 0 0 Humidification 0 0 �lirx� Hu Ventilation 0 0 Adjustments 0 aEdng Total 1 1 24664 100.0 Component Btuh/ft2 Btuh %of load Walls 1.3 1920 5.8 V�I Glazing 49.2 15561 47.1 Doors 12.3 258 0.8 Ceilings 1.2 1211 3.7 Irfrd Cirs Floors 0.5 514 1.6 Infiltration 0.5 816 2.5 Ducts 0 0 Ventilation 0 0 Gairg Internal gains 12740 38.6 Blower 0 0 Adjustments 0 ��I filMcn Total 33020 100.0 r Latent Cooling Load=7210 Btuh Overall U-value=0.092 Btuh/ft2--'F, Window/Floor Area =20.4% Data entries checked. Bold/italic values have been manually overridden W rightsaft- 2025-Jun-06 09:51:20 Right-Suite®Universal 2022 22.0.07 RSU10077 Page t .� 9 ...\815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N Nkolb Building Analysis Job: Jun Rabbit Res Date: Jun 05,2025 FCU #I By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(T) 70 72 Elevation: 67 ft Design TD(T) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb(T) 12 90 Infiltration: Dailyrange(T) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh %of load Walls 3.8 3133 20.5 Glazing 33.1 6215 40.6 wail Irfilbaton Doors 22.6 475 3.1 Ceilings 2.0 917 6.0 Floors 1.7 1655 10.8 Infiltration 2.8 2901 19.0 RmS Ducts 0 0 Piping 0 0 Humidification 0 0 dings Ventilation 0 0 C=S Adjustments 0 am Total 1 1 15296 100.0 • • Component Btuh/ft2 Btuh %of load Walls 1.3 1097 6.6 VWI Glazing 49.1 9223 55.3 lrkrrEi G irs Doors 12.3 258 1.5 Ceilings 1.9 870 5.2 Floors 0.5 514 3.1 Infiltration 0.5 474 2.8 Wfilbm Ducts 0 0 Ventilation 0 0 Rags Internal gains 4240 25.4 Blower 0 0 GazittJ Oilirgs Adjustments 0 Chr Total 16675 100.0 Latent Cooling Load =2835 Btuh Overall U-value=0.088 Btuh/ft2°F, Window/Floor Area =18.8% Data entries checked. Bold/italic values have been manually overridden W rightioft' 2025-Jun-06 09:51:20 t -- -- Right-Suite®Universal 2022 22.0.07 RSU10077 Page 2 ...\815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N Hkolb BuildingAnalysis Job: u Rabbit Res J Date: Jun 05,2025 FCU #2 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Design Conditions Location: Indoor: Heating Cooling Suffolk County AFB, NY, US Indoor temperature(°F) 70 72 Elevation: 67 ft Design TD(°F) 58 18 Latitude: 42°N Relative humidity(%) 30 50 Outdoor: Heating Cooling Moisture difference(gr/lb) 24.6 48.9 Dry bulb('F) 12 90 Infiltration: Dailyrange(°F) - 16 ( M ) Method Simplified Wet bulb(°F) - 75 Construction quality Average Wind speed (mph) 15.0 7.5 Fireplaces 0 Component Btuh/ft2 Btuh %of load Walls 3.8 2352 25.1 Glazing 33.1 4232 45.2 Wall lrfiltraticn Doors 0 0 0 Ceilings 1.2 687 7.3 Floors 0 0 0 Infiltration 2.8 2098 22.4 O;lings Ducts 0 0 Piping 0 0 Humidification 0 0 Ventilation 0 0 Adjustments 0 Total 1 1 9368 100.0 Gazing Component Btuh/ft2 Btuh %of load Walls 1.3 823 5.0 VIAI Glazing 49.5 6338 38.8 Doors 0 0 0 Ceilings 0.6 341 2.1 Floors 0 0 0 Infiltration 0.5 343 2.1 (3azi IrIsTd Girs Ducts 0 0 Ventilation 0 0 Internal gains 8500 52.0 Blower 0 0 Adjustments 0 Total 1 1 16345 100.0 "Nan Latent Cooling Load=4375 Btuh Overall U-value=0.101 Btuh/ft2-'F, Window/Floor Area =23.3% Data entries checked. Bold/italic values have been manually overridden W rightsatt- 2025-Jun-06 09:51:20 - Right-Suite®Universal 2022 22.0.07 RSU10077 Page 3 /IC�A 9 ...\815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N kolb Project �Summary Job: Jun Rabbit Res Date: Jun 05,2025 Entire House By: FR HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 'F Inside db 70 °F Inside db 72 °F Design TD 58 'F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 24664 Btuh Structure 33020 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 24664 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 31369 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 7210 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling Area(ft2) 1550 1550 Equipment latent load 7210 Btuh Volume(ffP) 12400 12400 Air changes/hour 0.38 0.20 Equipment Total Load(Sen+Lat) 38578 Btuh Equiv.AVF(cfm) 79 41 Req.total capacity at 0.70 SHR 3.7 ton Heating Equipment Summary Cooling Equipment Summary Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrigF�tsoft^ 2025-Jun-06 09:51:20 Right-Suite®Universal 2022 22.0.07 RSU10077 Pagel \815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N kolb Project �Summary Job: Jun Rabbit Res Date: Jun 05,2025 FCU #1 By: FR HEATING. y COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com • ect,l nformation For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 °F Outside db 90 °F Inside db 70 °F Inside db 72 °F Design TD 58 °F Design TD 18 °F Daily range M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure I 15296 Btuh Structure 16675 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 15296 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15841 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Average Fireplaces 0 Structure 2835 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 1000 1000 Equipment latent load 2835 Btuh Volume(ft3) 8000 8000 Air changes/hour 0.34 0.18 Equipment Total Load(Sen+Lat) 18676 Btuh Equiv.AVF(cfm) 46 24 Req.total capacity at 0.70 SHR 1.9 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ2 Cond .MXZ-SM48NAMHZ2 AHRI ref 206223004 Coil MLZ-KP12NA(X2) AHRI ref 206223004 Efficiency 11.3 HSPF Efficiency 14.0 EER,21.5 SEER Heating input Sensible cooling 16800 Btuh Heating output 26000 Btuh @ 47-F Latent cooling 7200 Btuh Temperature rise 30 'F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.052 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.85 Capacitybalance point=4°F Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. p�,F- ryrygtigpg*• 2025-Jun-06 09:51:20 .ta -, Rig ht-Suite®Universal202222.0.07RSU10077 Paget ACA \815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N kolbProject �Summary Job: Jun Rabbit Res Date: Jun 05,2025 FCU #2 By: FR HEATING + COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)2985527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Notes: Design Information Weather: Suffolk County AFB, NY, US Winter Design Conditions Summer Design Conditions Outside db 12 OF Outside db 90 OF Inside db 70 OF Inside db 72 OF Design TD 58 OF Design TD 18 OF Daily range, M Relative humidity 50 % Moisture difference 49 gr/lb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9368 Btuh Structure 16345 Btuh Ducts 0 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9368 Btuh Use manufacturer's data n Rate/swing multiplier 0.95 Infiltration Equipment sensible load 15528 Btuh Method Simplified Latent Cooling Equipment Load-Sizing Construction quality Average Fireplaces 0 Structure 4375 Btuh Ducts 0 Btuh Central vent(0 cfm) 0 Btuh Heating Cooling (none) Area(ft2) 550 550 Equipment latent load 4375 Btuh Volume(ft3) 4400 4400 Air changes/hour 0.45 0.24 Equipment Total Load(Sen+Lat) 19902 Btuh Equiv.AVF(cfm) 33 17 Req.total capacity at 0.70 SHR 1.8 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-SM48NAMHZ2 Cond MXZ-SM48NAMHZ2 AHRI ref 206223008 Coil SVZ-KP24NA AHRI ref 206223008 Efficiency 9.2 HSPF Efficiency 9.9 EER, 16 SEER Heating input Sensible cooling 16800 Btuh Heating output 23000.Btuh @47°F Latent cooling 7200 Btuh Temperature rise 26 OF Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.085 cfm/Btuh Air flow factor 0.049 cfm/Btuh Static pressure 1.00 in H2O Static pressure 1.00 in H2O Space thermostat Load sensible heat ratio 0.79 Capacitybalance point=-31 OF Bold/italic values have been manually overridden Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -1"W ypilght�pft- 2025-Jun-0609:51:20 -r•+ Rig ht-Suite®Universal 2022 22.0.07 RSU10077 Page 3 \815 Rabbit Lane\815 Rabbit Lane Residence sup Calc=MJ8 Front Door faces: N Right-M Worksheet Job: 815 Rabbit Res wNkolb rl EAT tNC:+e00^_INt, Entire House Date: Jun 05,2025 By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name Entire House FCU#1 2 Exposed wall 224.0 ft 130.0 ft 3 Room height 8.0 ft 8.0 It 4 Room dimensions 5 Room area 1550.0 ft2 1000.0 ft' T Construction U-value Or HTM Area ft' Load Area ft' Load y ( ' I I ( ' number (Btuh/ft'-°F (Btuh/ft') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross I N/P/S j Heat Cool 6 W 12F-Osw 6.065 ne 3.77 1.32. 496 428 1614 565 326 280 1056 369 I--.G 1D-c2ow _ 0.570 ne 33.06 44.59 68 0 _ 2248 3032 40 .. , 0 1322 1784 1217-0sw 0.065 se 3.77 1.32 400 307 1157 405 200 139 524 183 1D-c2ow 0.570 se 33.06 55.09 72 0 2380 3967 40 0 1322 2204 11 11DO 0.390 se 22.62 12.28 21 21 475 258 _ 21 21 475 258 W 12F-0sw 0.065 sw 3.77 1.32 496 428 '1614 565 320 280 1056 369 G 1 D-c2ow 0.570 sw. .. 33.06' :.55.09 68 0 2248. _. 3746 40 0 1322 2204 12F-Osw 0.065 nw 3.77 1.32 400 292 1101 385 200 132 498 174 1D-c2ow 0.570 nw 33.06 44.59 60 0 1984 2675 20 0 661 892 1 D-c2owd 01570 nw. 33.06 _ 44.59 48 0 1587 2140 48 _0 1587 2140 C 16X19-30ad 0.032 - 1.25. _ 0.62 550 .. 550 687 341 0 . 0 0 0 C. C oart ceilinq. 0.035 2.04 1.93 450 450 917 870 450 450 917 870 F 19A-30cstp 0.034 , - 1.65 0.511_.. 1000 1000 1655 514 1000 1000 1655 514 61 c)AED excursion 1 0 0 Envelope loss/gain 19666 19463 12395 11961 12 a) Infiltration 4998 816 2901 474 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 8 1840 Applianceslother 10900 2400 Subtotal(lines 6 to 13) 24664 33020 15296 16675 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 24664 33020 15296 16675 15 Duct loads 0% 0% 0 0 0% 0% 0 0 Airrequomdl(C m) I I I 21600I 31600I I I 15800I 16800I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrlgtit�olC[` 2025-Jun-06 09:51:20 Right-Suite®Universal 2022 22.0.07 RSU10077 Page 1 1815 Rabbit Lane1815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N kalb Rig W@ Worksheet Job: 815 Rabbit Res IICATMG+CCOLING Entire House Date: Jun 05,2025 By: FIR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#2 2 Exposed wall 94.0 ft 3 Room height 8.0 ft 4 Room dimensions 5 Room area 550.0 ft' T Construction U-value Or HTM Area ft' Load Area Load y number (13t.h1ft2-'F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12F-Osw 0.065 ne 3.77 1.32 1M 148, 558 195 _ .. 1D-c2ow: 0.570 ne 33.06 44.59 28 0 926 1249 12F-Osw 0.065 se 3.77 1.32 200 168 633 222 1D-c2ow 0.570 se 33.06 55.09 32 0 1058 1763 11 11DO _0.390 se 22.62 12.28 0 0 0 0 �C V 12F-Osi4 0.065 sw 3.77 1.32 176 148 558 195 1D-c2ow 0.570 sw 33.06 55.09 28 0 , 926 1543 12F-Osw 0.065 nw 3.77 1.32 200 160 603 211 1D-c2ow 0.570 nw 33.06 44.59 40 0 1322 1784 1D-c2owd 0.570 nw 33.06 44.59 0 _ 0 0 0 C 16X19-30ad.. 0.032 1.25 _ 0.62 550 _ _ 550 _ 687 ._ 341 C C part ceilinq. 0.035 . - 2.04 1.93 0 0 0 0 F 19A-30cstp'. 0.034 1.65 _ 0.51 ,_. ._ 0 0 _ 0 0 61 c)AED excursion 1 0 Envelope loss/gain 7271 7502 12 a) Infiltration 2098 343 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 0 0 Appliances/other 8500 Subtotal(lines 6 to 13) 9368 16345 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 9368 16345 15 Duct loads 0% 0% 0 0 Air required load(cm) I I 9368 800I 16345 800I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -lid- 2025-Jun-0609:51:20 / A - Right-Suite@ Universal 2022 22.0.07 RSU10077 Paget \815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N `� Right-M Worksheet Job: 815 Rabbit Res Hko #� Date: Jun 05,2025 HEATING*COOLING FCU Kolb Mechanical BY FR 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#1 ZONE#1 2 Exposed wall 130.0 ft 65.0 ft 3 Room height 8.0 ft 8.0 ft heat1cool 4 Room dimensions 25.0 x 20.0 ft 5 Room area 1000.0 ft' 500.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft2°F I (Btuh/ft') I or perimeter (ft) I (Btuh)\ I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat I Cool 6 12F-0sw 0.065 ne 3.77 1.32 326 286 1056 369 160 140 528 185 �C..1D-c2ow__ 0..570 ne 33.06 - 44.59, ._ ... 40 0 , _ 1822 ..,..1784. 20. .0,_ _661_ _. 892 12F-0sw 0.065 se 3.77 1.32 200 139 524 183 0 0 0 0 1D-c2ow 0.570 se 33.06 55.09 40 0 1322 2204 0 0 0 0 11 11DO 0.390 se 22.62 12.28 21 21 475 258 0 0 __ _ 0 0 VVyy � 12F-0sw ., 0.065 'sw 3'.77 1.32 320 280 1056 369 160 140 528 185 L=G, 1D-c2ow.__.. _ _ --,,0.570. sw' 33.06. _55.09 .._, .40 _0 1322: _. _,_2204 ...-.. .20 ...0.. .._ 661, 1102 y/ 12F-0sw 0.065 nw 3.77 1.32 200 132 498 174 200 132 498 174 1 D-c2ow 0.570 nw 33.06 44.59 20 0 661 892 20 0 661 892 1D-c2owd ., 0.570 nw_ 33.06 44.59 48 0_ 1587 _ •.2140_ - 48 0 1587 2140 C .... __ 16X19-30ad 0:032 0.00 0.00_.. -._. _.0_ 0 ..,. .. _0 _... 0 _.0 . _. :: 0 _0 . ; 0 C- Coartceilino•_„,. 0.035 ,.-„ - 2.04 _.1.93 450 450 917 870 450....._. 450 917 870 F 19A-30cstp, 0.034 C65 _ 0.51, 1000 _,10011 _ 1655 .. _514._:..._,500 :__ 500 ,._ .,k7 _ _ 257 61 c)AED excursion 1 01 411 Envelope loss/gain 12395 11961 6868 7107 12 a) Infiltration 2901 474 1450 237 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 8 1840 6 1380 Appliances/other 2400 2000 Subtotal(lines 6 to 13) 15296 16675 8319 10724 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 15296 16675 8319 10724 15 Duct loads 0% 0%1 0 0 0% 0% 0 0 Total room load 15216 16675 8319 11724 Air required(cfm) I I I Boo 800I I I 435I 514 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. t -l�.F-wrlgl�fisQlPt• 2025Jun-06 09:51:20 -� RightSuite®Universal202222.0.07RSU10077 Page \815 Rabbit Lane1815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N ®ko I b Right-J® Worksheet Job: 815 Rabbit Res HEATING tCOO COOLING FCU #1 Date: Jun 05,2025 By: Fill Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5521 Email:info@kolbmechanical.com 1 Room name - 2 Exposed wall 65.0 It 3 Room height 8.0 It heaUcool 4 Room dimensions 25.0 x 20.0 It 5 Room area 500.0 ft' T Construction U-value Or HTM Area ft' Load Area Load y number (Btuhlft"F I (Btuh/ft') I or perimeter (ft) (Btuh) or perimeter rHat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 W 12F-0sw 0.065 ne 3.77 1.32 160 140 528 185 �G 1Dc2ow "_. 0.57.0 no., 33.06 _44.59 20 _ 0 "661 __. 892 12F-0sw 0.065 se 3.77 1.32 200 139 524 183 1D-c2ow 0.570 se 33.06 55.09 40 0 1322 2204 11 T:::2 11D0 0.390 se 22.62 12.28 21 21 475 258 Vp 12F-0sw 0.065 sw 3.77 1.32 166 140 528 185 -. 1 D.c2ow.....__.... .0.570 sw ., 33.06 _...55.09 __. 20 .0 661 1.102 12F-0sw 0.065 nw 3.77 1.32 0 0 0 0 1 D-c2ow 0.570 nw 33.06 44.59 0 0 0 0 ��CCCCCC�� 1D-c2owd 0.570 nw 33.06 44.59 0 0 0 0 C 16X19,30ad ." . .' . _..0.032 ..- _ 0.00..�._...,0.00 ' .:. _ 0 _. .0 . ._ 0 . . ... 0 C C Dart ceiling.. . 0.035 2.04 1.93 0 0 0 0 F 19A-30cstp 0.034 r._ .. . 1.65 " . 0.51 ..-.500 500. 827 257 . 61 c)AED excursion 1 -411 Envelope loss/gain 5527 4854 12 a) Infiltration 1450 237 b) Room ventilation 0 0 13 Internal gains: Occupants @ 230 2 460 Appliances/other 400 Subtotal(lines 6 to 13) 6977 5951 Less external load 0 0 Less transfer 0 0 Redistribution 0 0 14 Subtotal 6977 5951 15 Duct loads -0% 0% 0 0 9511 Air 6 required(cfm) I I I 365I 5286I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. L wrlgl�tsof[' 2025-Jun-0609:51:20 / A �� - -^-• Right-Suite®Universal 2022 22.0.07 RSU10077 Page \815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N kQ�b Right-J® Worksheet Job: 815 Rabbit Res FCU #2 Date: Jun 05,2025 HEAT1 NG 4 COOLING By: FR Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com 1 Room name FCU#2 ZONE#2 2 Exposed wall 94.0 ft 94.0 ft 3 Room height 8.0 ft 8.0 ft heat/cool 4 Room dimensions 25.0 x 22.0 ft 5 Room area 550.0 ft' 550.0 ft' Ty Construction U-value Or HTM Area (ft') Load Area (ft') Load number (Btuh/ft'-°F (Btuh/ft') I or perimeter (ft) I (Btuh) I or perimeter (ft) I (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 Vy 12F-0sw. 0.065 ne 3.77 1.32 176 148 558 195 176. 148 558 195 t-G 1 Dc2ow 0.570. ne _. 33.06 44.59 . _ _28 0 ---926 __.1249 28. 0 926 _ 1249 12F-0sw 0.065 se 3.77 1.32 200 168 633 222 200 168 633 222 1D-c2ow 0.570 se 33.06 55.09 32 0 1058 1763 32 0 1058 1763 11 11 DO 0.390 se 0.00 0.00 0 0 0 0 0 _. - 0 0 0 Vy 12F-0sw 0.065 sw 3.77 1.32 176 148 558 195 176 148 558 195 1D-c2ow__. 0.670 _sw _. 33.06 55.09 .. „_28 _ 0 _ 926 1543 _28_ Q _ 926 1543 w 12F-0sw 0.065 nw 3.77 1.32 200 160 603 211 200 160 603 211 �--G ID-c2ow 0.570 nw 33.06 44.59 40 0 1322 1784 40 0 1322 1784 1 D c2owd_ 0.570 nw„ 0.00 0.00 0 0 0 -0 0 0 0 0 C 16X19-30ad_ _ .._ 0.032 _ - . __ 1.25. ::_0.62. . 550 i550 ._-_.__687 __.341 550 550 . _._,687 341 C, C part ceilinq.. 0.035,. - _.._0.00 _. 0.00_ 0 .. 0 _, _0 -0 _0. _ 0 0 0 F .. 19A-0Ocstp'_: -- _. 0.034 ----- 0.00. _..0.00_ 0 0. _0 0 ..- --._ 0 ._ 0- - -0 0 61 c)AED excursion 0 1 1 0 - Envelope loss/gain 7271 7502 1 1 7271 7502 12 a) Infiltration 2098 343 2098 343 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliances/other 8500 8500 Subtotal(lines 6 to 13) 9368 16345 9368 16345 Less external load 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9368 16345 9368 16345 15 Duct loads 0% 0% 0 0 -0% 0% 0 0 ' I Airrequi d(cfm) I I I 9368 Totl room load 800I 16345 800I I 161 I 9800I 16145 800I Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. i}� wrlgi�te�of C- 2025Jun-06 09:51:20 -- - M Right-Suite®Universal 2022 22.0.07 RSU1 0077 Page \815 Rabbit Lane\815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N AeJ /iK_ First FI ZONE #1 zE] z zF'1z Job#: 815 Rabbit Res Kolb-Mechanical Scale: 1 :59 Performed by FR for: Page 1 815 Rabbit Residence 11500 Old Sound Ave. Righ4S uite@ Universal 2022 815 Rabbit Lane Mattituck,NY 11952 East Marion,NY 11939 22.0.07 RSU10077 Phone:(631)298-5527 2025-Jun-06 09:52:09 info@kolbmechanical.com ...e1815 Rabbit Lane Residence.rup I I� Second FI ZONE #2 Job#: 815 Rabbit Res Kolb Mechanical Scale: 1 : 59 Performed by FR for: Page 2 815 Rabbit Residence 11500 Old Sound Ave.. Ri g h t•S ui to®Universal 2022 815 Rabbit Lane Mattituck,NY 11952 22.0.07 RSU10077 East Marion,NY 11939 Phone: 631 � )298-5527 2025-Jun-06 09:52:09 info@kolbmechanical.com ...e\815 Rabbit Lane Residence.rup Duct System Summary Job: 815 Rabbit Res kolb Date: Jun 05,2025 H FCU #2 By: FR HEATING+COOLING Kolb Mechanical 11500 Old Sound Ave.,Mattituck,NY 11952 Phone:(631)298-5527 Email:info@kolbmechanical.com Project • • For: 815 Rabbit Residence 815 Rabbit Lane, East Marion, NY 11939 Heating Cooling External static pressure 1.00 in H2O 1.00 in H2O Pressure losses 0.70 in H2O 0.70 in H2O Available static pressure 0.30 in H2O 0.30 in H2O Supply/return available pressure 0.207/0.093 in H2O 0.207/0.093 in H2O Lowest friction rate 0.080 in/100ft 0.080 in/100ft Actual air flow 800 cfm 800 cfm Total effective length(TEL) 248 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk ZONE#2 c 1171 120 120 0.080 7.0 Ox 0 VIFx 23.0 140.0 SO ZONE#2-A c 1171 120 120 0.080 7.0 Ox 0 VIFx 21.0 150.0 st2 ZONE#2-B C 1171 120 120 0.080 7.0 Ox0 VIFx 0 0 ZONE#2-C C 1171 120 120 0.080 7.0 Ox0 VIFx 24.0 105.0 st2 ZONE#2-D c 1171 120 120 0.080 7.0 Ox0 VIFx 22.0 105.0 st1 ZONE#2-E C 1171 120 120 0.080 7.0 Ox 0 VIFx 0 0 ZONE#2-F c 1171 120 120 0.080 7.0 Ox0 VIFx 9.0 150.0 st1 ZONE#2-G c 1171 120 120 0.080 7.0 Ox 0 VIFx 12.0 140.0 st2 Supply Trunk DetailTable Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 360 360 0.080 540 9.8 8 x 12 ShtMetl st2 Peak AVF 360 360 0.080 540 9.8 8 x 12 ShtMetl Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Matl Trunk rb3 Ox0 480 480 76.0 0.080 521 13.0 Ox 0 VIFx rb5 Ox 0 480 480 77.0 0.080 521 13.0 Ox 0 VIFx Bold/italic values have been manually overridden 4 wrii-ghtsoft' 2025-Jun-06 09:51:21 ..,m•,. . ...q g, Rig ht-SuiteOUniversal202222.0.07 RSU10077 Paget ACCX ...N815 Rabbit Lane1815 Rabbit Lane Residence.rup Calc=MJ8 Front Door faces: N FIELD INSPECTION REPORT DATE COMMENTS �e FOUNDATION (1ST) ------------------------------------ C FOUNDATION (2ND) ZA t� z 0 A � H ROUGH FRAMING& PLUMBING 4 r INSULATION PER N.Y. � �3 STATE ENERGY CODE 7d•dKe dgftWC,99, 6C kU4W4.S tdwf,S &4Q- 424A g-vitu.-C . 3AxZ bG -5V,4Veq �� 5/'� AoAlt FINAL MA Aoul e.on di-bm K,9'T1 A4/ iAS rxs- /vcc hi i�svbe4on . rwvss •cc e,�Q 144 c o. • 9� D o T2vs � -� ADDITIONAL COMMENTS /• 9•� �� i�1aa�Ce /�o�' ovu� d w 2,ts� �' .dr�',/re. v� o ca 3jv 2 2, 2 Op°�— l pcnS?S q zy v -7 �4 Ele Or c Ca I . 'piki. Akh ' Ins -- oe - q •a n S �% cc` o SSC'l - t - —C'r s C � k 0 z x y x e b H i I y ygFFN4K TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765 (631) 765-95 802 ax 02 hops://www.SOLltholc]TOwnnv. o((v\I(I� Date Receiv �r2i5Use Only �y l� PERMIT NO. Building Inspector: TI(1f�19l Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's WMAR 1 0 20228D Authorization form(Page 2)shall be completed. BUILDING DEPT. TOWN OF SOUTHOLD APPLICATION'FOR BUILDING PERMIT Date: OWNER(S) OF PROPERTY: Name: e 7- PE JC1S Tax Map#: SCTM # 1000- � 7 Physical Address:9 E0,S f /Max-/ o 1) f J/ 93 9 Phone#: ]to -(0,5 J _.D 9 Q C7 Email:M// egos 3 Mailing Address: 7 �'//-� RJR �(.e. , - /(/I CLn r1 Gus e-T N ' J 1 ® 3D CONTACT PERSON- Name: Q !\p Name: /V wo / � O S Mailing Address: Phone#: 5 -- - D Email: !il'1 �sPD.S3�� DESIGN PROFESSIONAL INFORMATION: Name: `PQ kTE L- tq-Ptio- jUdo G - J0.�f .. Mailing Address: ��'o VCt.R�C�°{ 1 l��h �pa ,e\q Phone#:(a'a 55a !� /� 7 Email: /J De T e4 Gl , C-014 CONTRACTOR INFORMATION: Name: R 1V KO Mailing Address: - �� i /-/ /a J�we& r 0,0 1a,l) /v ///off Phone#: 51160 - S-7j - D 8 D - Email: l'1'j �iPOS 3S- rq ' DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition XAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other C7o Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes No PROPERTY INFORMATION Existing use of property: �MsaodL Intended use of property: Date.of Purchase: K/5/ © i 0 Name of Former Owner: 1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to r ® �� 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) ❑Authorized Agent Owner f� ;;._ E,1O5.._.__ _._.. .. .. ... Signature of Applicant: Date: a .9 � STATE OF NEW YORK) y SS: COUNTY OF �!\ A-v go being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the BRko AA ��\©-S G o l) (Contract r,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of M9 , 20 I Notary Public LAURA SEND Notary Public-State of New York PROPERTY OWNER AUTHORIZATION No.01 SE6194987 , Qualified in Suffolk County (Where the applicant is not the owner)oy commission Expires October 14,20—a I I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described rein. Owner's Signature Date ko 9�— (q ale 01-- &WO's Print Owner's Name FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: June 3, 2022 TO: Branko & Margaret Peros 273 Mill Spring Road Manhasset,NY 11030 Please take notice that your application received March 10, 2022: For permit to: Construct second floor additions to existing single family dwelling and to construct an accessory garageat: Location of property: 815 Rabbit Lane, East Marion NY County Tax Map No. 1000— Section 31 Block 17 Lot 18 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 6,780 sq ft parcel in the Residential R-40 District, is not permitted pursuant to Article XXIII Section 280-124 which states: lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet, a minimum side yard setback of 10 feet and further states lot coverage to be a maximum of 20 %. Additionally, pursuant to Article III Section 280-15• "Accessory buildings and structures or other accessory uses shall be located in the required rear yard In the case of a waterfront parcel, accessory buildings and structures may be located in the front yard, provided that such buildings and structures meet the front vard setback requirements as set forth by this Code and the side yard setback requirements for accessory buildings" The proposed second floor additions are located at 2.7 feet from the side property line The proposed accessory garage shows a front yard setback of 22 feet And lastly, the survey indicates the lot coverage to be 22% of the buildable area Authorized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex ��® sa � � P.O. Box 1179 54375 State Road Route 25 ® Southold, NY 11971 (cor. Main Rd. &Youngs Ave.) ,Southold, NY Telephone: 631 765-1809 http:Hsoutholdtownny.gov NTI RECEIVE® ZOl IING BOARD OF APPEALS W( 6 Tqghm G e `M Ill Town of Southold J 2022 DEC 2 12022 Southold Town Clerk " ® I&S, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2022 ZBA FILE: 7705 NAME OF APPLICANT: Branko and Margaret Peros PROPERTY LOCATION: 815 Rabbit Lane(Adj. to Marion Lake), East Marion SCTM#1000-31-17-18 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25 and the Suffolk County Department of Planning issued its reply dated August 8, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated November 28,2022.Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP Policy 4.1 based on the following: The single-family residence does not require a location on the coast. The setback relief requested indicated that the lot is being overdeveloped in an Environmentally Sensitive Coastal area. The structure is located within FEMA flood zone AE EL 6. The proposed 22 percent lot coverage on the parcel is contrary to preventing loss to structure in hazardous area. The expansion and addition of structures within these areas are subject to repetitive loss from surges and flooding and should be avoided and/or minimized, It is recommended as a mitigation measure that a new I/A sanitary system be installed as approved by the Suffolk County Health Department to assist in avoiding any adverse environmental impacts, and would therefore deem the action as CONSISTENT with LWRP Policies. PROPERTY FACTS/DESCRIPTION: The subject property is a 6,780 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 50.00 feet and is adjacent to Lake Marion, the easterly Page 2,December 15,2022 #7705, Peros SCTM No. 1000-31-17-18 property line measures 136.00 feet, the southerly property line measures 50.00 feet and is adjacent to Rabbit Lane and the westerly property line measures 136.00 feet. The parcel is improved with a two-story frame residence. Currently, there is an existing cottage in the front yard that will be removed and a proposed new one-car garage will be built in its place. There is an 8.3 ft. by 8.1 ft. shed in the rear of the property in the northwest corner as shown on the survey map prepared by Michael W. Minto, LS, PC and revised June 2022. BASIS OF APPLICATION: Request for Variances Article III, from Section 280-15; Article XXIII, Section 280- 124;and the Building Inspector's June 3,2022 Notice of Disapproval based on an application for a permit to construct second floor additions to an existing single-family dwelling and to construct an accessory garage,at; 1)the accessory garage is located less than the code required minimum front yard setback of 35 feet; 2) the addition to the single- family dwelling is located less than the code required minimum side yard setback of 10 feet; 3) more than the code permitted maximum lot coverage of 20%; located at : 815 Rabbit Lane(Adj. to Lake Marion), East Marion, NY. SCTM#1000-31-17-18. RELIEF REQUESTED: The applicant requests variances to construct second floor additions to an existing two- story single-family dwelling measuring 2.7 ft. from the side yard property line where the code requires a minimum of 10 feet, and to construct an accessory garage 22 feet from the front yard property line where the code requires a minimum of 35 feet. Additionally,the proposed construction will result in 22% lot coverage where the code permits a maximum of 20%. The proposed construction, on this non-conforming 6,780 square foot parcel in the Residential R-40 Zoning District, is not permitted pursuant to Article XXIII, Section 280-124 which states: lots measuring less than 20,000 square feet in total size require minimum front yard setback of 35 feet, a minimum side yard setback of 10 feet and further states lot coverage be a maximum of 20%. ADDITIONAL INFORMATION: The Southold Board of Trustees approved a Wetland Permit No. 10068 on February 16, 2022 for the additions as applied for. The permit was conditioned that the applicant must establish and perpetually maintain a 10 ft. wide non-disturbance buffer and a 10 ft. non-turf buffer tunning along the waterline as depicted on the survey map prepared by Michael W. Minto, LS, PC. The applicant will be moving the proposed garage back toward the dwelling by 7 feet so it will be further back from Rabbit Lane than the existing shed and planter in the front yard that will be removed. The applicant is also willing to remove the small shed in the rear yard. A New York State Department of Environmental Conservation Permit was issued to the applicant approving the additions to the residence. Permit ID 1-473 8-04752/0000 1. No neighbor spoke or wrote in favor or in opposition to this application. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is an old established waterfront community with many small cottages that have been remodeled and.enlarged over the-years. The applicant is staying.vitl:in the established footprint of the dwelling. The applicant wishes to remove the present second-story and construct a new second-story with a new 6.4 ft.x 11.2 ft. balcony. They also plan to remove the north wall on the first floor in order to install new sliding doors. The existing cottage in the front yard will be demolished and a one car garage will be built 22 feet from the front yard lot line. The new Site Plan drawings submitted by Terry B. Porter, Architect and dated May 12, 2022 show the remodeled dwelling will now have three bedrooms on the second floor with two bathrooms and the first floor will have one full bathroom.The size of the proposed dwelling is in keeping with the size of other renovated two-story dwellings on Rabbit Lane. Accessory garages in front yards with non-conforming setbacks are also Page 3,December 15,2022 #7705,Peros SCTM No. 1000-31-17-18 common on both sides of Rabbit Lane.The existing dwelling is closest to the easterly property line and the property to the east is undeveloped.Therefore,an enlarged second story will have little to no impact on an adjacent neighbor. 2. Town Law 4267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Due to the size of the lot and the pre-existing non-conforming side yard setback of the existing dwelling,further expansion would not be possible without variance relief. . 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 37%relief for the front yard setback of the proposed accessory garage; 73% relief for the side yard setback for the existing dwelling,and 10%relief for the excessive lot coverage. However,the applicant is moving the proposed garage back 7 feet and has also proposed to remove the small shed in the rear yard which will decrease the lot coverage. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of addition sto the dwelling and a new one car garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Acampora seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the survey map prepared by Michael W. Minto, LS, and last revised June 2022, and the Building Plans (including Demolition and Elevation Plans)prepared by Terry B. Porter, Architect and last revised August 1,2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall install a Suffolk County Board of Health approved Innovative Alternative Onsite Wastewater Treatment System(I/A OWTS). 2. The applicant shall adhere to the conditions set forth by the Southold Town Board of Trustees in Permit No. 10068, dated February 16, 2022 by establishing and perpetually maintaining a 10 ft. wide non-disturbance buffer and a 10 ft. wide non-turf buffer running along the waterline as shown on the survey map. 3. To reduce the proposed lot coverage,the applicant shall remove the as built 8.3 ft. x 8.1 ft. shed located in the rear yard from the property This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued Page 4, December 15,2022 #7705, Peros SCTM No. 1000-31-17-18 The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation from the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a buildingpermit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variance(s) granted herein as shown on the architectural drawings, site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1) year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board Ayes: Members Weisman (Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) Ni c o s J. Plan am to, Vice Chair Appro ed for filing I V/�L /2022 41)—rn'ske,V nqv _ yP-r BOARD MEMBERS ��Of so yo Southold Town Hall Leslie Kanes Weisman, Chairperson 53095 Main Road • P.O. Box 1179 .� .� Southold,NY 11971-0959 Patricia Acampora T = Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert, Jr. 29, 54375 Main Road(at Youngs Avenue) Nicholas Planamento UN�+� Southold,NY 11971 RECEIVED http://southoldtownny.gov � kta (q S:4d 1'-/� ZONING BOARD OF APPEALS OCT 21 TOWN OF SOUTHOLD Tel. (631) 765-1809 Southold Town Clerk FINDINGS, DELIBERATIONS AND DETERMINATION MEETING OF DECEMBER 15, 2022 ZBA FILE: 7705 - AMENDED October 17, 2024 NAME OF APPLICANT: Branko and Margaret Peros PROPERTY LOCATION: 815 Rabbit Lane(Adj. to Marion Lake), East Marion SCTM#1000-31-17-18 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru A 14-25 and the Suffolk County Department of Planning issued its reply dated August 8, 2022 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: This application was referred for review under Chapter 268, Waterfront Consistency review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards.The LWRP Coordinator issued a recommendation dated November 28,2022. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available, it is recommended that the proposed action is INCONSISTENT with LWRP policy standards and therefore is INCONSISTENT with the LWRP Policy 4.1 based on the following: The single-family residence does not require a location on the coast. The setback relief requested indicated that the lot is being overdeveloped in an Environmentally Sensitive Coastal area. The structure is located within FEMA flood zone AE EL 6. The proposed 22 percent lot coverage on the parcel is contrary to preventing loss to structure in hazardous area. The expansion and addition of structures within these areas are subject to repetitive loss from surges and flooding and should be avoided and/or minimized, It is recommended as a mitigation measure that a new I/A sanitary system be installed as approved by the Suffolk County Health Department to assist in avoiding any adverse environmental impacts, and would therefore deem the action as CONSISTENT with LWRP Policies. PROPERTY FACTS/DESCRIPTION: The subject property is a 6,780 square foot parcel located in the Residential R-40 Zoning District. The northerly property line measures 50.00 feet and is adjacent to Lake Marion, the easterly Page 2, December 15,2022—AMENDED DECISION ON OCTOBER 17,2024 97705,Peros SCTM No. 1000-31-17-18 property line measures 136.00 feet, the southerly property line measures 50.00 feet and is adjacent to Rabbit Lane and the westerly property line measures 136.00 feet. The parcel is improved with a two-story frame residence. Currently, there is an existing cottage in the front yard that will be removed and a proposed new one-car garage will be built in its place. There is an 8.3 ft. by 8.1 ft. shed in the rear of the property in the northwest corner as shown on the survey map prepared by Michael W. Minto, LS, PC and revised June 2022. BASIS OF APPLICATION: Request for Variances Article III, from Section 280-15; Article XXIII, Section 280- 124;and the Building Inspector's June 3,2022 Notice of Disapproval based on an application for a permit to construct second floor additions to an existing single-family dwelling and to construct an accessory garage, at; 1)the accessory garage is located less than the code required minimum front yard setback of 35 feet; 2) the addition to the single- family dwelling is located less than the code required minimum side yard setback of 10 feet; 3) more than the code permitted maximum lot coverage of 20%; located at : 815 Rabbit Lane(Adj. to Lake Marion), East Marion, NY. SCTM#1000-31-17-18. RELIEF REQUESTED: The applicant requests variances to construct second floor additions to an existing two- story single-family dwelling measuring 2.7 ft. from the side yard property line where the code requires a minimum of 10 feet, and to construct an accessory garage 22 feet from the front yard property line where the code requires a minimum of 35 feet. Additionally,the proposed construction will result in 22% lot coverage where the code permits a maximum of 20%. The proposed construction, on this non-conforming 6,780 square foot parcel in the Residential R-40 Zoning District, is not permitted pursuant to Article XXIII, Section 280-124 which states: lots measuring less than 20,000 square feet in total size require minimum front yard setback of 35 feet, a minimum side yard setback of 10 feet and further states lot coverage be a maximum of 20%. ADDITIONAL INFORMATION: The Southold Board of Trustees approved a Wetland Permit No. 10068 on February 16,2022 for the additions as applied for. The permit was conditioned that the applicant must establish and perpetually maintain a 10 ft. wide non-disturbance buffer and a 10 ft. non-turf buffer tunning along the waterline as depicted on the survey map prepared by Michael W. Minto, LS, PC. The applicant will be moving the proposed garage back toward the dwelling by 7 feet so it will be further back from Rabbit Lane than the existing shed and planter in the front yard that will be removed. The applicant is also willing to remove the small shed in the rear yard. A New York State Department of Environmental Conservation Permit was issued to the applicant approving the additions to the residence. Permit ID 1-4738-04752/00001. No neighbor spoke or wrote in favor or in opposition to this application. By email dated October 10, 2024, the applicant requested that the decision be amended to remove the requirement of an I/A OWTS Septic System. The applicant indicated in his correspondence that during discussion with a representative of the Suffolk County Department of Health Services, the applicant was advised that a new system need not be installed if the number of bedrooms are not being increased during reconstruction of a single family dwelling. At the October 17, 2024 Special Meeting, the Board members voted unanimously to strike Condition 91 from the original decision. All other conditions shall remain. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on December 1,2022 at which time written and oral evidence were presented. Based upon all testimony, documentation, personal inspection of the property and surrounding neighborhood, and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law U67-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. This is an old established waterfront community with many Page 3, December 15,2022—AMENDED DECISION ON OCTOBER 17,2024 #7705, Peros SCTM No. 1000-31-17-18 small cottages that have been remodeled and enlarged over the years. The applicant is staying within the established footprint of the dwelling. The applicant wishes to remove the present second-story and construct a new second-story with a new 6.4 ft.x 11.2 ft. balcony. They also plan to remove the north wall on the first floor in order to install new sliding doors. The existing cottage in the front yard will be demolished and a one car garage will be built 22 feet from the front yard lot line. The new Site Plan drawings submitted by Terry B. Porter, Architect and dated May 12, 2022 show the remodeled dwelling will now have three bedrooms on the second floor with two bathrooms and the first floor will have one full bathroom.The size of the proposed dwelling is in keeping with the size of other renovated two-story dwellings on Rabbit Lane. Accessory garages in front yards with non-conforming setbacks are also common on both sides of Rabbit Lane.The existing dwelling is closest to the easterly property line and the property to the east is undeveloped.Therefore,an enlarged second story will have little to no impact on an adjacent neighbor. 2. Town Law V67-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method, feasible for the applicant to pursue,other than an area variance. Due to the size of the lot and the pre-existing non-conforming side yard setback of the existing dwelling,further expansion would not be possible without variance relief. . 3. Town Law 4267-b(3)(b)(3). The variances granted herein are mathematically substantial,representing 37%relief for the front yard setback of the proposed accessory garage; 73% relief for the side yard setback for the existing dwelling,and 10%relief for the excessive lot coverage. However,the applicant is moving the proposed garage back 7 feet and has also proposed to remove the small shed in the rear yard which will decrease the lot coverage. 4. Town Law &267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 5267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law &267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of addition to the dwelling and a new one car garage while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD: In considering all of the above factors and applying the balancing test under New York Town Law 267-B, motion was offered by Member Acampora seconded by Member Dantes, and duly carried, to GRANT the variances as applied for, and shown on the survey map prepared by Michael W. Minto, LS, and last revised June 2022, and the Building Plans (including Demolition and Elevation Plans) prepared by Terry B. Porter, Architect and last revised August 1, 2022. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The appliewit shall install a Suffolk Comity Beard of Health approved innevative Altemative On Wastewa4er Treatment System(VA OSAITS). 2. The applicant shall adhere to the conditions set forth by the Southold Town Board of Trustees in Permit No. 10068, dated February 16, 2022 by establishing and perpetually maintaining a 10 ft. wide non-disturbance buffer and a 10 ft. wide non-turf buffer running along the waterline as shown on the survey map. 3. To reduce the proposed lot coverage, the applicant shall remove the as built 8.3 ft. x 8.1 ft. shed located in the rear yard from the property ti Page 4, December 15,2022—AMENDED DECISION ON OCTOBER 17,2024 #7705,Peros SCTM No. 1000-31-17-18 This approval shall not be deemed effective until the required conditions have been met.At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the right to substitute a similar design that is de minimis in nature for an alteration that does not increase the degree of nonconformity. Any deviation f om the survey, site plan and/or architectural drawings cited in this decision will result in delays and/or a possible denial by the Building Department of a building permit, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances) granted herein as shown on the architectural drawings,,site plan and/or survey cited above, such as alterations, extensions, or demolitions, are not authorized under this application when involving nonconformities under the zoning code. This action does not authorize or condone any current or future use, setback or other feature of the subject property that may violate the Zoning Code, other than such uses, setbacks and other features as are expressly addressed in this action. IMPORTANT TIME LIMITS ON THIS APPROVAL Pursuant to Chapter 280-146(B) of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null and void where a Certificate of Occupancy has not been procured, and/or a subdivision map has not been filed with the Suffolk County Clerk,within three (3)years from the date such variance was granted. The Board of Appeals may, upon written request prior to the date of expiration, grant an extension not to exceed three (3) consecutive one (1)year terms. IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED HEREIN. Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy, nullify the approved variance relief, and require a new variance application with public hearing before the Board of Appeals Vote of the Board: Ayes: Members Weisman(Chairperson), Dantes, Acampora, Planamento and Lehnert. (5-0) r 1 t Leslie Kanes Weisman Approved for filing /2024 AMENDED DECISION OCTOBER 17, 2024 Fuentes, Kim From: Margaret Peros <mperos38@gmail.com> Sent: Thursday, October 10, 2024 3:16 PM To: Fuentes, Kim Cc: branko peros; Meyer, Nancy Subject: Fwd:ZBA#7705 - 815 Rabbit Lane, East Marion - Letter Attachments: peros_20230607085502.pdf; Suffolk Health Dept Guidelines .pdf Hello Kim In reply to the attached letter, we would like to advise the Zoning Board of Appeals as follows: 1. We have contacted the Town Attorney's office, as suggested in the attached letter and Amy Schlachter at that office, advised that they do not handle such matters and we need to contact the Suffolk County Health Dept.to determine whether we are required to install a new I/A OWTS system. 2. We contacted the Health Dept and spoke with a Supervisor there named Matthew Gravina. Our engineer,Tom O'Dwyer also spoke with Mr. Gravina and we were sent the attached Suffolk County Dept of Health Guidelines. They highlighted Section IV C2, whereby it states that they DO NOT require a homeowner to update or install a new system unless "a number of bedrooms is increased", which in our case WE DID NOT. 3,The Building Dept also stated that our septic does NOT need to be updated because we did not increase the number of bedrooms. We kindly ask, once again,that the Zoning Board remove this condition and thank you for your cooperation and assistance. Please advise if we need to put this in a formal letter to the Zoning Board. Thank you. ` Branko& Margaret Peros ----------Forwarded message--------- Vrov From: Fuentes, Kim<kim.fuentes@town.southold.ny.us> F — - W-0041— Date:Wed,Jun 7, 2023 at 9:59 AM it V Subject:ZBA#7705 -815 Rabbit Lane, East Marion - Letters IJ To: Margaret Peros<mperos38@gmail.com> 1G Please see attached letter. A hardcopy has been mailed. 1�� 0 tA. � 7' OFFICE LOCATION: r `5Ov Sol/- MAILING ADDRESS: Town Hall Annex �'` k ' P.O.Box 1179 64375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) G Telephone: 631 765-1938 Southold,NY 11971 I' LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD MEMORANDUM To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: April 17, 2023 Re: LWRP Coastal Consistency Review for BRANKO & MARGARET PEROS SCTM# 1000-31-17-18 BRANKO & MARGARET PEROS requests an Amendment to Wetland Permit#10068 to demolish existing cottage and construct a new 14'x22' one-story garage in same location. Located: 815 Rabbit Lane, East Marion. SCTM# 1000-31-17-18 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department and the records available to me, I recommend that the proposal is _ CONSISTENT with LWRP Policies and with the LWRP. The Southold Zoning Board of.Appeals issued:a-determination,on December 15, 2022,__lif - finding the action consistent with the-LWRP and;itnposing certain rniti'gattve conditions Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Honorable Lori Hulse, Attorney AECENED OCT IS 2024 ftWKWARDOFAPPEALS )e u vvt OFFICE LOCATION: BIAI •ING ADDRESS: Town Hall Annex ® S®UTjy P.O.Box 1179 54375 State Road Route 25 ® �� Southold,NY 11971 (cor.Main Rd.&Youngs Ave.) Southold,NY Telephone:631 765-1809 �Q http://southoldtownny.gov ` COUI� ZONING BOARD OF APPEALS December 21,2023 Town of Southold DEC 2 7 2023 Jake LaChapelle, AIA LaChapelle Architecture PLLC P.O. Box 1251 Mattituck,NY 11952 Re De Minimus Request, File#7705 Peros, 815 Rabbit Lane, East Marion SCTM No. 1000-31-17-18 Dear Mr. LaChapelle; We are in receipt of your correspondence dated December 18, 2023 requesting a de minimus approval related to ZBA determination#7705, dated December 15, 2022 in which an area variance was granted permitting the construction of a second floor to a single family dwelling and the construction of an accessory garage. In your letter,you explain that the owners would like to add a roof to an open front entry deck which would be the same size as the existing front entry deck, and that no change to yard setbacks or lot coverage is proposed. I have reviewed your request, and have determined the change, as depicted in your Architectural Plans, dated December 1,2022, is de minimus in nature. Please be reminded of the following conditions for variance relief as listed in the December15,2022 decision: The applicant"sfiall"iiistall a Suffolk-County-Board=of"Healthapproved-Innovative-Alternative Ons to CWastewatef T� reatment'.Systemy(I/iA.OWTS) " ' - 2. The applicant shall adhere to the conditions set forth by the Southold Town Board of Trustees in Permit No. 10068, dated February 16, 2022 by establishing and perpetually maintaining a 10 ft. wide non-disturbance buffer and a 10 ft. wide non-turf buffer running along the waterline as shown on the survey_map._— — 3 —To reduce the proposed lot coverage,the=applicant- �hall-remove-the-as-built-8-3-ft:x 8.1 ft. ��shed_located;in the_rear yard from=the property- �- J Please contact our office if you have any further questions. slie Kanes Weism n� Chairperson ' erson _ cc: Building Department n�1:.1 h r .'.FI`.,<.. -`tin�C;Yi 1 r.� ��'k5�rynj�p•�', �, r' �,�\ :;:, ,'4'^�,�,"y- 4dfiv,. �.�� - ,� ��:s, . ��) t F 1 } � `•V ti In � 4 :.. ��\.• n,r�X �\ i� r 1i>,:e,� A ? �� '!Y/`1. G.. 4 ,��11. A' \ '�'��y •ti E4� .(Y i �, .x?t:5`'0�T' iIt II\�,,.��rr"4't3r a'�7ti"a�,,# � � �.7F rl'2&3{,'�.';rr r,•n:,�it I� ram'm;,Sj. -\ �;ft'C sS�'r�F•i, � •� i . '/`_ ��irRkt rd ,.vr,.<:«, uwleY:....1. .,,r; .. 4.Y,a-l.v: s K! ra ..:SXv...ab' ..' <.-%` ..;_ :.. .Ll+'s.xxL•¢Y.. ayry�.ylk.s. ..! v M-',tlu.ut t. a=Ge� ��'�_- 1 yr \fly • e e • '• 1 e • • • A • i 1. e 1 • • •- �/ r�- rc rF7�yC,�• � _ . 1 • 1 1 1 1 1 1 1 1 ' 1 I 1 1 1 I 1 1 1 � �� - r� { Jill zAd/, F• �f 4Y 4-' ry�� .5•;v a r'an m<rr`x Y r.`�� n :s.< <� };x'rYry� m!,` � ,rcY"✓ x';wa-r�fr � ;xr� rr,•r..w, �v, rs" rs;,r ri :. m r•3� :;;.s �+ ^r �s.n:� S� \,I_ ��'�' �if •. /�E,( w�`'� Y�. 4h ��p�ll✓ �`' � ' � �\ �•( �,f�� i` /.�+yyR �+��. �'` " 4 !\ �'�'��jf�Po!M-��,� � :Y dG�``,� P�rti'IT� { �a".y,�"t;16% \�`J.!9-u±r' ( i"��f/P� \��/1111 I y�'�.P� \��d,'�' � �:i'f/ \�W"T'S " I ��/ \�•��C��.;�Y I 'h,� C� \� F�� v I '��yr il�� ,i; '`d'�:;,L• J � ...�:` X.Q' s r>,.f/!I' �� _.,.,*• -r.'e� yo-+Ao- �...IuI i.p�, hyk �•�:Il�., Xy+r, dam';r./,��-'��i4 'c.'ia:H'.^ �`-.+h` �.� � } �y ,tLYf. AVA�,k`��I,; ^.�'�.re"�Rsr- ;.�lA✓,�,;�NX�`.°" '.�':'3F r �-('jl� ,�.'yy,;� --�k'..Vr.':S:,Y.'d.' �"('..� I•�x�t;lx" ``<�'bkX�:sY9k% � ,dr��'� �1;.:,�� ri'f.�slllx)°.il�i `,�,.., 'tt' ,.Afaull\n�'�i._,`., '�•..: :� �- �1klr� 1 ':t�{� naf r��7r i .y�.f�"J•"" ra�ti �r ^�'v4�` ,�.� ��;,. �y�yJ�,y1;H" i;`°; • �Ye:;Lxx Y.�`J1 m n ''`'�a.. �•�'he^ YtYi.. �'1 a, r •�rct `�41.o L)9Q1 C + H(qan Glenn Goldsmith,President ``�OF SOU�� Town Hall Annex A.Nicholas Krupski,Vice President ��V� ®�® 54375 Route 25 P.O.Box 1179 Eric Sepenoski Jt Southold,New York 11971 Liz Gillooly eds �c Telephone(631) 765-1892 Elizabeth Peeples � 31V76ff couM N D �gCC BOARD OF TOWN TRUSTEES 0 CT 1 2025 TOWN OF SOUTHOLD Building DePartn""t CERTIFICATE OF COMPLIANCE Town of S`'utlzoid #2232 C Date: May 5,2025 THIS CERTIFIES that the existing one and one-half story dwelling with a 1,200sq.ft.footprint, existing 8'x12'(98sg ft)front porch and 460sq ft rear deck,• reconstruction bf the northerly wall in order to install new sliding doors,• removal of existing second story and construction of new 32 %'x24.8' second-story with a new 6 4'k11 2'balcony• demolition of existing cottage and construction of a new 14' x 22' one-storyy garage,• establishment and perpetual maintenance of a 10'wide non-disturbance buffer and a 10'wide non-turf buffer running along the waterline, At 815 Rabbit Lane,East Marion Suffolk County Tax Map#1000-31-17-18 Conforms to the application for a Trustees Permit heretofore filed in this office Dated October 12,2021 pursuant to which Trustees Wetland Permit#10068 Dated February 16,2022,and Amended April 19,2023 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the existing one and one-half story dwelling with a 1 200sq ft footprint existing 8'x12'(98sg ft)front porch and 460sq ft rear deck- reconstruction of the northerly wall in order to install new sliding doors;removal of existing second story and construction of new 32 'V2'x24 8'second-story with a new 6 4'xl 1 2'balcoU,demolition of existing cottage and construction of a new 14'x 22' one-story garage-,establishment and perpetual maintenance of a 10'wide non-disturbance buffer and a 10'wide non-turf buffer running along the waterline. The certificate is issued to BRANKO&MARGARET PEROS.owners of the aforesaid property. Authorized Signature F ' NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION `! Facility DEC ID 1-4738-04752 PERMIT Under the_Environmental Conservation Law', EC.L Permittee and Facility Information Permit Issued To: Facility: BRANKO PEROS PEROS PROPERTY 273 MILL SPRING RD 815 RABBIT LNG 100-31-17-18 MANHASSET,NY 11030 EAST MARION,NY 11939 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Village: EAST MARION Facility Principal Reference Point: NYTM-E: 723.971 NYTM-N: 4556.056 Latitude:'41°07'29.7" Longitude: 72°19'55.2" Authorized Activity: Construct a second story addition and balcony extension on an existing single family dwelling as shown on the attached survey prepared by Michael W. Minto, dated 9/23/2019, and proposed floor plan by Porter Clap Architects,PC, dated 12/9/19,both stamped "NYSDEC Approved" on 10/27/2020. The project as shown on the approved survey and site.is located over 75 feet from the tidal wetland boundary and DEC staff have determined that the project is listed in the Tidal Wetlands Land Use Regulations (6NYCRR Part 661.5) as an activity that does not require a permit. Therefore, no permit is required under the Tidal Wetlands Act(Article 25) of the Environmental Conservation Law. Permit Authorizations Freshwater Wetlands-Under Article 24 Permit ID 1-4738-04752/00001 New Permit Effective Date: 10/27/2020 Expiration Date: 10/26/2025 NYSDEC Approval By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit. Permit Administrator:KEVIN A KISPERT, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY 11790 -3409 Authorized Signature: -`�1 Date] 11420cl0 Page 1 of 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 7 SUNY a Stony Brook,50 circle Road,Stony Brook,NY 11790 P:(631)444-03651 F.(631)444-0360 www.dec.ny.gov October 27, 2020 Branko & Magaret Peros 273 Mill Spring Road Manhasset, NY 110301 Rea! NYSDEC # 1-4738-04752/00001 Peros Property, 815 Rabbit Ln., East Marion Construct 2nd story Addition Dear Permittee;: In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing your permit. Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. This permit must be kept available on the premises of the facility at all times. Also enclosed please find a per sign which is to be conspicuously posted at the project site and protected from the weather. Sincerely, A�� Kevin Kispert Environmental Analyst II Enclosures KAK/file cc: NYSDEC BoEH NYSDEC MHP Y AK eepartment or A7E Conservation 111114�� Conservation 5 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04752 Distribution List Habitat KEVIN A KISPERT Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL.AUTHORIZED PERMITS NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Permit Attachments Site Plan 12/9/2019 NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: FRESHWATER WETLANDS - 1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans were prepared by Michael W. Minto, dated 9/23/2019, and proposed floor plan by Porter Clap Architects,PC, dated 12/9/19, both stamped"NYSDEC Approved" on 10/27/2020. 2. Work Area Limits Any work, disturbance, and or storage of construction materials shall be confined to existing lawn or developed areas. 3. Materials Disposed at Upland Site Any demolition debris, excess construction materials, and/or excess excavated materials shall be immediately and completely disposed of on an approved upland site more than 100 feet from any regulated freshwater wetland. These materials shall be suitably stabilized so as not to re-enter any water body, wetland, or wetland adjacent area. 4. Equipment Storage 100' from Wetland,Water Body All equipment and machinery shall be stored and safely contained greater than 100 feet landward of the regulated wetland or water body at the end of each work day. This will serve to avoid the inadvertent leakage of deleterious substances into the regulated area. Page 2 of 5 Am soma NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04752 5. Notice Covenant The permittee shall incorporate the attached Covenant(or similar Department- approved language) to the deed for the property where the project will be conducted and file it with the Clerk of SUFFOLK County within 30 days of the effective date of this permit. This deed covenant shall run with the land into perpetuity. A copy of the covenanted deed or other acceptable proof of record, along with the number assigned to this permit, shall be submitted within 90 days of the effective date of this permit to Regional Habitat Manager NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 6. State Not Liable for Damage The State of New York shall in no case be liable for any damage or injury to the structure or work herein authorized which may be caused by or result from future operations undertaken by the State for the conservation or improvement of navigation,or for other purposes, and no claim or right to compensation shall accrue from any such damage. 7. State May Order Removal or Alteration of Work If future operations by the State of New York require an alteration in the position of the structure or work herein authorized, or if, in the opinion of the Department of Environmental Conservation it shall cause unreasonable obstruction to the free navigation of said waters or flood flows or endanger the health, safety or welfare of the people of the State, or cause loss or destruction of the natural resources of the State, the owner may be ordered by the Department to remove or alter the structural work, obstructions, or hazards caused thereby without expense to the State, and if, upon the expiration or revocation of this permit, the structure, fill, excavation, or other modification of the watercourse hereby authorized shall not be completed,the owners, shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may require,remove all or any portion of the uncompleted structure or fill and restore to its former condition the navigable and flood capacity of the watercourse. No claim shall be made against the State of New York on account of any such removal or alteration. 8. State May Require Site Restoration If upon the expiration or revocation of this permit, the project hereby authorized has not been completed,the applicant shall,without expense to the State, and to such extent and in such time and manner as the Department of Environmental Conservation may lawfully require,remove all or any portion of the uncompleted structure or fill and restore the site to its former condition. No claim shall be made against the State of New York on account of any such removal or alteration. 9. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project. Page 3 of 5 Am down NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04752 GENERAL CONDITIONS - Apply to ALL Authorized Permits: 1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation(the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3). The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department. A copy of this permit, including all referenced maps, drawings and special conditions,must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit. 2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination. 3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal,modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires::. Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal,modification or transfer are to be submitted to: Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony BrookJ50 Circle Rd Stony Brook,NY11790 -3409 4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Freshwater Wetlands. 5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include: a. materially false or inaccurate statements in the permit application or supporting papers; b. failure by the permittee to comply with any terms or conditions of the permit; c. exceeding the scope of the project as described in the permit application; Page 4 of 5 r some NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04752 d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit; e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity. 6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership. NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC")for all claims, suits, actions, and damages,to the extent attributable to the permittee's acts or omissions in connection with the permittee's undertaking of activities in connection with, or operation and maintenance of,the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws. Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee. Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of- way that may be required to carry out the activities that are authorized by this permit. Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit. Page 5 of 5 tFtt �G BUILDING DEPARTMENT- Electrical Inspector . TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(aDsoutholdtownny.aov - seand(absoutholdtownny ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: W 6 doe ven c, t Ie- Electrician's Name: 1 ;vL€ Os-Tome- License No.: Elec. email: EgA , t, Elec. Phone No: 31--7 7-- 8,93? 2frequest an email copy of Certificate of Compliance Elec. Address.: a (A C,nr Q JOB SITE INFORMATION (All Information Required) Name: �j r r,k c WK&S Address: S(,5, ILAU40i S ,ay.a E141T' iqQ uN Cross Street: �Aj J4-t1&C-:* Phone No.: Bldg.Permit#: 4 ot!(v email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): IQ e w 010014 o-;J J C- JL IJ i cG Square Footage: /800 Circle All That Apply: �ns� oZ. �C! Is job ready for inspection?: ZYES ❑ NO Rough In Inal Do you need a Temp Certificate?: ❑ YES❑ NO Issued On Temp Information: (All information required) � Service Size Ph❑3 Ph Size: 00 A #Meters Old Meter# w Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect[:]Underground E06verhead # Underground Laterals�12 H Frame E Pole Work done on Service? N Additional Information: PAYMENT DUE WITH APPLICATION 2 2Zq reed 101o5- � � ® 21c� BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 Ol ' jamesh(cisoutholdtownn�r.gov seand(aD_southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN.INFORMATION (All Information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑1 request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: f S a f Cross Street: Phone No.: Bldg.Permit#: 2j email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: Is job ready for inspection?. YES ❑ NO ❑ Rough In Final Do you need a Temp Certificate?: ❑ YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph 03 Ph Size: A # Meters Old Meter# ❑New Service0 Fire ReconnectOFlood Reconnect[]Service Reconnect OUnderground OOverhead # Underground Laterals 1 E L2O H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION PERMIT# r Address: Switches Outlets GFI's 1 `C Surface �p Sconces 1 (1 H H's UC Lts Fridge r HW eJ6, POOL Mini Fr. WAD Panel Fans E I Pump Exhaust Oven Sump Heater Trnsfmr Smokes ` Ikk DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo � Cooktop inispIit ( Blower Z AH Hood Blower Service Amps Have sed Sub Amps , Have,"1 Used Comments DRAWN M�1 CHECKED NM RENSED JUNE 2022 DRAWING do JOB N0. 22-3G2 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY A IS PREPARED, AND ON HIS BEHALF TO THE •Q' / TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND 1 TO THE ASSIGNEES OF THE LENDING INSTI- TUTION. GUARANTEES ARE NOT TRANSFERABLE. W kP Premises known as: O O g0� Jt�okCA 0�a0�� # 815 Rabbit Lane, East Marion ` �o�,� '�J�1 / NqAPPROVAI i o1 i off, Area= 6,780 s.f. `A. g�°� �j 'e�� S�0 e �1 Lot Coverage Lot area landward of Buffers= 5,755 s.f. Existing Residence 890 s.f. � °'' Small Shed 67 s.f. y°tee pP a�� J Large Shed 253 s.t. op 3ro Total 1210 s.f. N 'o or 21% of Area �� 'roll o za.e' Existing & Proposed ny'�'� +'� �FA� 80 Residence 890 s.f. ° � �� °Ug` ° bsy Small Shed 67 s.f. °' `' 'o�o`� Garage 308 s.t Q� �,�o m�y°�� a ,M Total 1265 -s.f. or 22% of Area "°�, �° �� ;?°• ,4D0 het `�s°� •�fh � � V � `Qv .sae� , � NO aa�bcb ®f NE&V), 0. g, 'Peo16 r,�9S g0E ✓�/ �aaIR N69 Z1 6�' LAND Survey of Described Property Certified to: situate at BRANKO PEROS East Marion Town of Southold Michael W. Minto, L.S.P. C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 31 Block 17 Lot 18 87 Wooaview Lane Scale 1 "= 20' Surveyed September 23, 2019 Centereach, N. Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 20 0 10 zo 40 eo EMAIL: mikemintolspc®gmail.com ( IN FEET ) 1 inch = 20 ft. DRAWN MM CHECKED MM REVISED JAN. 2022 DRAWING do JOB NO. 22-032 THE EXISTENCE`,.OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/dk`EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NO.T SHOWN, ARE .NOT SECTION 7209 OF THE NEW YORK STATE (� Q o GUARANTEEQ EDUCATION LAW. Area= 6,780-s■f, COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND i TO THE ASSIGNEES OF THE LENDING INSTI— •`O� TUTION. GUARANTEES ARE NOT TRANSFERABLE. �C. J' Premises known as: D�hO O� , ge �`0. v�j . g .,; �°ISSY ° ; a0°'`':�: _ # 815 Rabbet Lane, East Marlon 0. w ,, fie 1104, L ry0� APPROVED BY 4.01 "BOARD OF I R.USTEE,S � ReS`aeo �6 '_TOWN OF SOUTHOL® oho '1 DATE �g I b, Zo2Z �� a��o� , cp ,tip °s 20 0 0 1 F � 28.8' J;; � o \egtot\e 110 ro 0 O V n c^ s6t �+ +,�,e`et , Ooze\ CEIV fie Is M _.. Southold Town - ,\Ib Board of TfuStees h9go6 F 0'b, 0 NSW Y� j 600 O G 05081N � 1216� LAND Sv V� i Survey of Described Property Certified to: is situate at BRANKO PEROS East Marion Town of Southold Michael W. Min to., . L.S.P. C: Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 31 Block 17 Lot 18 NEW YORK STATE LICENSE NUMBER 05 871 87 wooaview Lane Scale 1 "= 20' Surveyed September 23, 2019 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 CELLULAR: (631) 766-9714 20: o io 20 ao ea W EMAIL: mikemintolspc®gmail.com ( IN FEET ) 1 inch = 20 ft. DRAWN MM CHECKED MM USED JUNE 2022 DRAWING & JOB N0. 22-3B2 THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR ^ I EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. f E U 1 2023 :9w• GUARANTEES INDICATED HEREON SHALL RUN " ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE TITLE COMPANY, GOVERNMENTAL AGENCY AND v / LENDING INSTITUTION LISTED HEREON, AND 1 / TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. GUARANTEES ARE NOT TRANSFERABLE. OTC, 0 �� ,�0c 11P Premises known as: h O i 0 / >To gz. �� rJ��o��0 e�61b l� # 815 Rabbit Lane, East Marion ,as aeQ roll It 4`a0�oo 0 OKI y�\a0 _o\ aet y° �•� I C I I a I '. � - A°'� aeG� °� ' '� MAY ! 5, , U'L—d . �. �F�� J a+ Area= 6,780 0. 5 ti Sve 0 ,1 Lot Coverage Ftoa�ce �6 Lot area landward of Buffers=. 5,755 s.f. Existing °' Residence 890 s.f. Small Shed 67 s.f. yo Large Shed 253 s.t. �°P Total 1210 s.f.' "� �� •o or 21% .of Area ��0" moll 0 28.8' Existing & Proposed `'� 6"� Residence 890 s.f. �k� °`��o�;, ebb` ° Q e s Small Shed 67 s.f. .0, Garage 308 s.t. Total 1265 s.f. or 22% of Area 'o. o Shp otie� °G`so; ®tL�c APPROVED B �° h1��y� h0• ,�� off. BARD OF i RUSTEES "p �� • TOWN OF SOUTHOLD ��, DATE qPRl[ ,�, �`° , I Q� Zo2a yo, ��QF N�Ery 1Y DEL W,� O ObZ Gip N69 6�'� OLA 12� Survey of Described Property Certified to: situate at BRANKO PEROS East Marion Town of Southold Michael W. Minto, L.s.P. C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR NEW YORK STATE LICENSE NUMBER 050871 District 1000 Section 31 Block 17 Lot 18 87 Woodview Lane Scale 1 "= 20' Surveyed September 23, 2019 Centereach, N.Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 \y 20 0 10 20 40 80 CELLULAR: (631) 766-9714 EMAIL: mikemintolspcOgmail.com ( IN FEET ) 1 inch = 20 ft. THE EXISTENCE OF RIGHTS OF WAY UNAUTHORIZED ALTERATION OR ADDITION DRAWN MM CHECKED MM REVISED JUNE 2022 DRAWING & JOB NO. 22-362 AND/OR EASEMENTS OF RECORD IF TO THIS SURVEY IS A VIOLATION OF ANY, NOT SHOWN ARE NOT SECTION 7209 OF THE NEW YORK STATE GUARANTEED. EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY w IS PREPARED, AND ON HIS BEHALF TO THE V / TITLE COMPANY, GOVERNMENTAL AGENCY AND / LENDING INSTITUTION LISTED HEREON, AND \ / TO THE ASSIGNEES OF THE LENDING INSTI— f� O� \IN�F+ / TUTION. GUARANTEES ARE NOT TRANSFERABLE. - , r �e< J'� Premises known as: p pp // %00'� sro �� h0%//`S�J`�o� / 0Q0�a0�� ,� •s # 815 Rabbit Lane, East Marion a a 4011 O'J e °P " Area= 6,780 s.f. 9 �SL°e Lot Coverage F`°a°`e �6 from Zg� ,,, des Bldg Dept copy Lot area landward of �° ? rinal reviewed documw�ts s rgA file �/ 05 Buffers= 5,755 s.f. ° Existing Residence 890 s.f. Small Shed 67 s.f. 2041 Large Shed 253 s.t. °p ��, ti°� SLeQs o ��61 Total 1210 s.f. $, N '(2 or 21% of Area ��0�,� r'��JJ ° za.e \ soy Existing & Proposed ° Q°°\°`ems '° o Residence 890 s.f. `�Fo�i. °bb�es s `� "A Small Shed 67 s.f. ° T3 c �°�yFo Garage 308 s.t. c°��4�8 � ��ko Total - 1265 s.f. or 22% of Area C"D F o� \11b OF Nett/ L �'�y� RECEIVED you r o * AUG 01 2022 !G E b` t� ® Zoning Board of Appeals 0$ AND Svc V� , 1 Survey of Described Property Certified to: situate at BRANKO PEROS East Marion Town of Southold Michael W. Minto, L.S.P. C. Suffolk County, New York LICENSED PROFESSIONAL LAND SURVEYOR District 1000 Section 31 Block 17 Lot 18 NEW YORK STATE LICENSE NUMBER 050871 87 Woodview Lane Scale 1 "= 20' Surveyed September 23, 2019 Centereach, N. Y. 11720 GRAPHIC SCALE PHONE/FAX: (631) 580-1202 20 0 10 20 40 80 CELLULAR: (631) 766-9714 EMAIL: mikemintolspcOgmail.com ( IN FEET ) 1 inch = 20 ft. Dwyer, Nancy From: Dwyer, Nancy Sent: Wednesday,April 13, 2022 10:52 AM To: 'mperos38@gmail.com'; 'tbp@porterclapp.com' Subject: 815 Rabbit Lane Good morning, I am reviewing your application for the addition and alterations to your home in East Marion, and there are a few issues that we will need to address. The first item to point out is that you will need to obtain a variance because of the home's location imposing on the setback requirements. You also do appear to be over the lot coverage limit. While I realize you are proposing an addition which is limited to the'existing footprint, a variarce is needed because'you'are increasing the area of non- conformity,or the volume. In order to issue you the proper notice of disapproval so you can proceed with your variances, I will need some additional info added to the plans and survey: Please provide us with lot coverage calculations, based on the buildable area of the property, excluding the non- disturbance buffer. The house, decks, sheds, and deck overhang all need to be taken into account. Please have your surveyor indicate existing first floor elevation on the survey. Also have him reference the flood zone. Because of the age of the home, and there are no septic permits on file,you will need Suffolk County Health Department approval for the sanitary system. Lastly,the project meets the town's definition of a "demolition". It doesn't mean you are tearing it down to the ground, it means substantial improvement, in which the cost of construction is going to exceed 50%of the home's current market value (excluding property and location). Because of this,the house will have to comply with current codes and flood zone requirements. Your disapproval notice will be issued as a demo, and you will need to go back to the Trustees and request they amend their permit to read demolition and reconstruction of home..their permit will also need to include the sanitary system. I know this is a lot to take in,so if you have any questions, please feel free to reach out to the building department. Thank you, JVancy Dwyer Building Permits Examiner Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 0";fa- 1 �.2�a3 Meyer, Nancy From: Dwyer, Nancy Sent: Monday,January 30, 2023 2:48 PM To: Margaret Peros Subject: 815 Rabbit Lane Hi Margaret, I am reviewing your permit applications for the house and the garage. Unfortunately, I can not write either at this time- The zoning board conditioned your variance for the house, requiring yo=approval itary system which is approved by Suffolk County Health Department. I will need a copy of tfore I can issue a building permit for the house additions. Regarding the garage,you added the garage portion to your project after you went before the Board of Truste�rovall your wetland permit. You will need to go back to their office and request the Trustees amend their wetland o include the garage before I can issue a building permit to construct the garage. As far as the building plans go for both the house and the garage,there is additional information which your ar ect does need to provide us with,this includes: -9dde applicability and general construction notes -climatic and geographic design criterip/ -RESche 'ance se only, -strapping/hold down deta' -plumbing riser diagra -the garage drawings need to include a foundation plan, window and do eader notes If you or your architect have any questions,feel free to reach out to the building department. Thank you, Nancy i .IIVancy Dwyer Building Inspector Town of Southold Building Department Annex Building 54375 Main Road Southold,NY 11971 (631) 765-1802 i 8ranho tic Margaret Peros 273 Mill Spring Rd. Manhasset, NY 11030 ® Itn 2 JAN 0 5 M2 �5 TOWN�r.,g0trMOL® 01-04-23 Re: 815 Rabbit Lane, East Marion NY Attn: Nancy Dwyer-Bldg. Dept. Permits Examiner Town of Southold Building Dept. Attached please find one (1) copy of plans for the house and four (4) copies of plans for the garage to complete our application for to obtain our permit. Thank you. Branko do Margaret Peros 516-343-3880 Mperos38 _gmail.com Generated by REScheck-Web Software Compliance Certificate Project East Marion F_ www.RescheekiaPu e-Rescheck:info. Energy Code: 2018 1ECC ceEeanesebk I Location: Suffolk County, New York Construction Type: Single-family I Fut ^d Project Type: Addition Climate Zone: 4 (5999 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: East Marion, NY Addition Architectural Plans Compliance: Passes using UA trade-off Compliance: 8.8%Better Than Code Maximum UA: 160 Your UA: 146 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance 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 Prop.Gross Area Cavity Cont. Prop. Perimeter Ceiling area of home forming top of insulation 780 49.0 0.0 0.026 0.026 20 20 envelope: Flat Ceiling or Scissor Truss Wall area of home forming sides of insulation 1,036 24.5 0.0 0.053 0.060 47 53 envelope: Wood Frame, 16"D.C. Energy efficient door unit: Solid Door(under 50% 42 0.200 0.320 8 13 glazing) Window area of home using energy efficient units: Vinyl Frame 116 0.290 0.320 34 37 SHGC: 0.25 Subfloor of home forming bottom of insulation 780 19.0 0.0 0.047 0.047 37 37 envelope:All-Wood Joist/Truss Compliance Statement. The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Jobe Leonard d.emrj 4/10/23 Name-Title Signatur Date Project Title: East Marion Report date: 04/10/23 Data filename: Page 1 of 9 REMOVE EXTERIOR WALLS TO SEGOND FLOOR SUB-FLOOR LEVEL 1 1 1 1 1 1 1 1 ' EXISTING WALLS, ROOF i --_--__- SKYLIGHTS TO REI"IAIN 1 I ' 1 ' ' L--------- ,.� ----- ------- ... DL' " J I- �-----J , r r\, I-s�\ 1 �a, 1 1 1 \ I I I .-n ---- --- , 1 II I I 1 \ II I I • I 111 \` 11 I 1 1 REMOVE EXISTING FIRST FLOOR ROOF ; ;;; MASTER BEDROOM fS ROOF FRAMING I ul REMOVE EXISTING IIN THIS AREA ,5� „ BALGON , CARPET ff FLOOR FINISHES , u, Lh REMOVE DECK I ii i EXIS?1NG SUBFLOOR u � I u, AND FLOOR FRAMING AND FRAMING , 1 „1 TO REMAIN u , I "I IN SHADED AREA li I I 1 17-3" I 1 1 II , II --- a---- SEGOND FLO(GR DEMOLITION PLAN e WYo . Q. F'p�T��' f -jK 10-9,. 39-0" 7-7" No 015595 V JUNE 21, 2022 REVISED TO INGLUDE UPDATED SURVEY AUGUS71, 2022 REVISED 70 REMOVE SURVEY Q LIVING AREA EXISTING STAIR KITCHEN OK EXISTING FLOOR 70 REMAIN EXISTING TO EXISTING TO TO'REMAN AS IS REMAN AS IS REMAN Addition to Peros Residence i EXISTING FLOOR 815 Rabbit Lane TOREMAINAs's East Marion, NY 4 I 10 ' I I ' -------- ----------------------- --------------- -- ----- FJuyI?Fptc�o from 'Ir�al revie';E-c!dCIAocurixnts ZS File # '7-7C'S 16.EXISTING TO , °, 1 ' REMAIN ; r Porter Clapp Architects, PC till 1 180-a ick�-�1th Flr. I 11 I 1 1 � . . . New York, NY 10014 ' -- g�TH BEDROOM Tel. (212) 352-1210 OP.REr*tANA 1 1 '-- Mobile (917)653-0776 TO R2EMAIN AS IS -i r C (D XISTING TO EXISTING FLOOR REMAIN TO REMAIN AS IS I „I ,•,, RECEIVED -9 AUG 01 202Z 1 1 1 1 1L2 Zoning Board of Appeals title 0-7 DEMOLITION PLANS date MAY 12, 2022 FIST FLOOR (DEMOLITION PLAN scale R AS NOTED 114"=1'-0" sheet EXISTIN\ G TO REMAIN A- 1 EXISTIMG TO BE REMOVED PARTITION LEGEND EXISTING INTERIOR PARTITION TO REMAIN EXISTING EXTERIOR WALL TO REMAIN. REMOVE EXISTING SIDING 8. RE-SIDE WITH CEDAR SHAKES - --- EXISTING EXTERIOR WALL TO REMAIN. REMOVE INTERIOR FINISH. FILL CAVITY WITH 3 1/2" COSED CELL INSULATION. FACE INTERIOR WITH 1/2"GYP. BD. 3 REMOVE EXISTING SIDING 6 A-3 RE-SIDE WITH CEDAR SHAKES NEW EXTERIOR WALL TO BE 2X4 FRAMING AT 10"O.G. FACE EXTERIOR WITH 7/10' ZIP SYSTEM SHEATHING,TAPE ALL JOINTS. 2'8"X 6'8" V p Gp ✓Av FILL CAVITY WITH 31/2"COSED DELL INSULATION. FACE INTERIOR WITH 1/2"GYP. BD. FINISH EXTERIOR WITH CEDAR BATH #2 PRIMARY SHAKES BATH NEW INTERIOR PARTITION TO BE 2X4 STUDS AT 1e"O.C. FADE O BEDROOM #1 �p STAL WITH 1/2"GYP. BD. ON BOTH cv HO SIDES. USE MOLD RESISTANT 1'-7" 2' x GYP. BD. INSIDE BATH AREAS FACE OTHER SIDE OF PARTITION WITH 1/2 QUIET ROGK. FILL CAVITY WITH THERMAFIBER 2'-8"x 0-8, SOUND ATTENUATION BLANKET +fJ 6-1, 2-8 X 6-8 — w EXTEND BALCONY TO 0-0"DEEP PRIMARY BEDROOM BRAGKET BAGK TO FACE OF BUILDING ALIGN THIS WALL BELOW. O POSTS TO GROUND BEDROOM #2 �i WITH EXISTING O WALL BELOW IN —BALCONY LIVING AREA CV WALK-IN CLOSET +6 13'-ro" 3 A-3 32'-5' SEGOND FLOOR CONSTRUCTION PLAN � 10'-3" 39-0" 7-7' 3 A-3 of NEW � E3• Pq/ f EXISTING STAIR -- Q - -------- ----- --------- ! I 4 +stt,- �� ' O j TO REMAIN �+" ! I I I I , KITGHEN j o Jt5598 ,� i n I ! I I � EXISTINGi i V I I 1 o lF ! j z AS IS li DECK! cv I ! � ' ' i IIstl�i�rd Addition to Peros Residence I I 24'-4" �ZerwIN l l 815 Rabbit Lane Ili East Marion, NY 4z EQ 0-O' Ea. l 1 1 1 Ijli i x 1i ( i IiI LIVING AREA I � ! I I , EXISTING P OPY E Dept c from ZBA �'ina{revieimd documents LSA RIls 0 5 r8tc.• ! aEMAIN ! j ° F MECHANIC Porter ClappArchitects, PC O EQUIPMENT Ul i 80 V a l ill j w DINING c t. t�Flr. o BATH #1 AREA New York, NY 10014 OExls-rw,� FORMER Tel. (212) 352-1210 Mobile (917)653-0776 TO REMAIN BEDROOM) l l AS IS I 3 title A-3 CONSTRUCTION PLANS 21'-4" 0-7 WINDOW � DOOR SCHEDULES -- -- --- --------- ate Ell MAY 12, 2022 scale J FIRST FLOOR CONSTRUCTION PLAN v4'=1'-0" sheet i i 3 Y (2)2X8 (2)2X8 (2)2X8 (2)2X8 HEADF_='� o � MATCH PITCH OF EXISTING ROOF u1 OVER KITCHEN EXTENSION TT% - i:2 2X8 FT RS 16C.C. 30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES .I i 30#FELT PAPER � w 5/8"ZIP SYSTEM ROOF SHEATHING N TAPE ALL JOINTS 2X8 RAFTERS @ 16"O.C. R I FT DESIGNED FOR 50 PSF TOTAL LOAD 40 PSF SNOW LOAD 10 PSF DEAD LOAD �~ 16' ROCK-WOOL INSULATION R=4.9 H2.5A HURRICANE TIE @ EACH RAFTER (TYP.) of ' 2X6 CEILING JOISTS w MATCH DETAILS OF EXISTING EAVES = 2 TE:R @ 1 "O.G. (2)2X4 TOP PLATE N SOFFIT VENT El I CEDAR SHAKE SIDING 9 1/2"GYP. BD. HEADER HEADER HEADER 2X10 STUDS AT 10'O.G. tl 3 A-3 7/16"ZIP SYSTEM WALL SHEATHING TAPE ALL JOINTS (ROOF FRAMING PLAN 3 1/2"CLOSED CELL INSULATION i„/4"=1'-0" R=24.5 2 3/4"TAG PLYWOOD SUBFLOOR HARDWOOD FLOOR 2X1C FLOOR JOISTS @ 12"O.G. 3 1/2"CLOSED CELL INSULATION R=24.5 Q EXISTING FRAMING, SHEATHING S INTERIOR WALL SURFACE TO REMAIN Imo- 3 'p0 3 y EXISTING ROOF TO REMAIN + LL OVER KITCHEN EXTENSION CEDAR SHAKE SIDING 0 00 Q Co ofr' z -- Q O ---- --- ----- ------- - _ O 0 �. 1 5595 a EXISTING FRAMING 6.SUB-FLOOR TO REMAIN IN!SHADED AREA rFRfQ R,jtc`+�` EXISTING HARDWOOD FLOOR TO REMAIN lu x EXISTING FLOOR FRAMING 8 INSULATION TO REMAIN Addition to Peros Residence 815 Rabbit Lane East Marion, NY 0 EXISTING PIER FOUNDATION iv 3 X 8 LVL TO REMAIN 3X8LVL 0 SUPPORT ON BRACKETS F;Ic,y F)ept copy from-LBA FROM 4X4 CEDAR Final reviev.,&d documents X �acr:►Z/ 1 S/�0 2. 2 X �o, T5 12'. a Porter Clapp Architects, PC �' New York, N180 Y Y T1 0114 r. 3WALL SECTION Tel. (212) 352-1210 = O Mobile (917)653-0776 0 3 X 8 LVL C9 I SUPPORT ON BRACKETS FROM 4X4 CEDAR title A-3 FRAMING PLANS 8,: WALL SECTIONS date SEGOND FLOOR FRAM MAY 12, 2022ING PLAN PLAN scale 1i/4"=1'-0° AS NOTED sheet i ATTIC VENT MATCH PITCH OF EXISTING ROOF OVER KITCHEN EXTENSION 30 YEAR ARCHITEGTURAL FIBERGLASS SHINGLES ON 30#FELT PAPER F`MEN ASEME A�F`MEN A5EM� NEW SLI G DOOR 3 )C 42 72" 80° ASEMEN EMEN 3,0"X 42" 30"X 42" 4 4" 42" 24"KC 42" EXISTING ROOF OVER KITCHEN EXTENSION NEW PAINTED WOOD RAILNG MATCH PITCH ON NEW CEDAR SHAKE 51DING TO MATCH EXISTING DECK SECOND FLOOR ROOF AND NEW WOOD TRIM BALING DETAILS EXISTING (NP) NEW BALCONY IN LOCATION ro REMAIN OF EXISTING, EXTEND TO 0-0" BRACKETS TO SUPPORT BALCONY FROM 4X4 CEDAR EXISTING EXISTING ESXISTING EXISTING RAIL-INGS TO REMAIN MIAI EXISTING KISTI EXISTING TO REMAIN TO REMAIN O)RE EXISTING RAILINGS TO REMAIN To REMAIN � RE EXISTING TO REMAI EXISTING RAILINGS TO REMAIN TO REMAI WEST ELEVATION WE�-:)T ELEVATION 114"=1'-0" 1/4"=1'-0" ATTIG VENT MATCH PITCH OF EXISTING ROOF OVER KITCHEN EXTENSIONS of NEW o J1x5s� �V Addition to Peros Residence BASEMEN GASEMEN'1` -,--A-SF-MF-NT GASEMEMF 815 Rabbit Lane 36"X 42" 36'X 42-� 36"X 42 36"X 42', E25RE55 EGRESS A�EMECASEMFNI C,4,5EMEN T CASEMENT East Marion, NY 24"X 42" 30"X 42" 30"yC 42" 30":C42" WINDOW VONDOW ` EXISTINS REMAI CEDAR SHAKE SIDING AND NEW WOOD TRIM (TyP•) from-LBA F;4cr(�l7E'pk CGDY VIn60 revie.Pted documents `LES4 __ -- bate: NEVL ING GLAS oORS EXISTING RAILINGS TO REMAIN EXISTING RAILINGS TO REMAIN EXISTING MATCH EXI 16 Porter Clapp Architects, PC 180 arlck�--�hFlr. TO REMAIN EXI TING ISTIN }.ISTIN New York, NY 10014 �o8°X8o Tel. (212) 352-1210 TO MAIN REMIAI REMA Mobile (917)653-0776 I;iIIIlll j II� ' I� III j title ELEVATIONS 3NORTH ELEVATION EAST ELEVATION 1/4"=1'-O" i 4 114"=1'-0" date MAY 12, 2022 scale sheet i PARTITION LEGEND NEW EXTERIOR WALL TO BE 2X4 FRAMING AT 10"O.G. FACE EXTERIOR WITH 7/10" ZIP SYSTEM SHEATHING,TAPE MATCH PITCH OF EXISTING ROOF ALL JOINTS. OVER KITGHEN EXTENSION FINISH EXTERIOR WITH CEDAR SHAKES. EXPOSED STUDS SHEATHING 30 YEARARGHITEGTURAL ON INTERIOR FIBERGLASS SHINGLES ON 30# FELT PAPER I-JOUBLE HU UBLE HU 8'-O'W X 7-✓0"H OVERHEAD GARAGE DOOR CEDAR SHAKE SIDING AND NEW WOOD TRIM (TYP.) CONTINUOUS RIDGE VENT 2X8 RIDGE BEAM MATCH PITCH OF EXISTINfG ROOF OVER KITGHEN EXTENSICON 2 SOUTH (STREET) ELEVATION EAST ELEVATION 1/4'=1'-0" 3 1/4"=1'-0" 30 YEAR ARGHITfEGTURAL FIBERGLASS SHINGLES 30# FELT PAPER: 5/8" ZIP SYSTEM ROOF SHEATHING TAPE ALL_OINTS 2X8 RAFTERS @ 10"D.G. DESIGNED FOR 50 P5F TOTAL.LOAD 40 P_SF SNOW'LOAD 10 PSF DEAD LOAD .� MATCH PITCH OF EXISTING ROOF OVER KITCHEN EXTENSION H2.5A HURRICANE TIE @ EACH RAFTER (7YP) 30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES ON 30# FELT PAPER MATCH DETAILS OF 2 X 4 FRAMING @ 10"O.G. EXISTING EAVESAT HOUSE SOFFIT VENT UBLE HU CEDAR SHAKE SIDING CEDAR SHAKE SIDING _OW,K 6 8^ AND NEW WOOD TRIM OLID WOO 7/10"ZIP SYSTEM SHEATHING, (TYP•) DOORS TAPE ALL JOINTS 0 i Q m � i ANCHOR BOLT @ 0'-0"O.G. 4"GONCRETE SLAB 00XC #10WWM FINISHED GRADE 00 MIL POLY. BARRIER WEST ELEVATION NORTH ELEVATION COMPACTED EARTH FILL :� .: .:�;:.:� .;c:'.;Q:' : ;.:a;.:�,.:;a:•'.:;a .:;a; .:;a; .:Q' .:;a:;.:,¢: .:;a•;•:;a'..:,¢: .:;a: .:a: .:;Q a a e dfi: c GRAVEL FILL e?d: :' 14 ' fiT RAVEL FILL—Y3w. :. 1:: .. .Q. ..d:` .. :- 't - =e?d`:�vdi`•.'d>d.-.6• •vd`:�o'd•.•v'd:F - vrd•: e.4.: - 7 (2)#5'9 @ 3" UNDISTURBED Bros Game FROM BOTTOM IL 815 Rabbit Lane East Marion, NY 6 SECTION 4 Porter Clapp Architects, PC " 180Varic c St. 1 TTFRr. New York, NY 10014 Tel. (212) 352-1210 Mobile (917)653-0776 title PLAN, ELEVATIONS SEGTION date AUGUS71, 2022 scale AS NOTED FIR57 FLOOR GON57RUGTION PLAN sheet 1/4"=1'-0' DATE:APPROVED AS NOTED PEROS DRAWING LIST °� �� B. �9�i RESIDENCE SK-01 PROPOSED DECK PLAN AMENDMENT P# T M RABBIT LANE SK-02 PROPOSED DECK ROOF PLAN FEE ` �'�" BY: EAST ARION,NY 11939 SK-03 EXISTING WEST ELEVATION NOTIFY BUILDING DEPARTMENT AT SK-04 EXISTING SOUTH ELEVATION 631-765-1802 8AM TO 4PM FOR THE SK-05 PROPOSED WEST ELEVATION FOLLOWING INSPECTIONS: SK-06 PROPOSED SOUTH ELEVATION 1. FOUNDATION-TWO REQUIRED SK-07 DETAILS FOR POURED CONCRETE TRUENORTH 2. ROUGH-FRAMING&PLUMBING DO NOT SCALE FROM THESE DRAWINGS 3. INSULATION 4. FINAL-CONSTRUCTION MUST SEE ALTERATION DRAWINGS BY BE COMPLETE FOR C.O. PORTER CLAPP ARCHITECTS PC ALL CONSTRUCTION SHALL MEET THE SCOPE O F WORK FOR FULL HOUSE PLANS REQUIREMENTS OFTHE CODES OF NEW TAX MAP NO.i000-31:J.7.1B PORK STATE. NOT RESPONSIBLE FOR # ISSUE/REVISION DATE THE GENERAL INTENT OF THE WORK IN THIS SET OF DESIGN ORCONSTRUCTONERRORS (7) SKETCHES IS FOR THE CONSTRUCTION OF A .00 FILING SET sz.z�.zozz ROOF OVER THE FRONT DECK.THESE DRAWINGS _ KITCHEN SHOULD BE EXECUTED SEPARATELY FROM THE I EXISTING SKYLIGHTS OVERHEAD DRAWINGS BY OTHERS RELATED TO THE REST OF _ _ _ - THE HOUSE AND PROPERTY; NO RELATION BETWEEN I THE PARTS OF WORK IS INTENDED OR IMPLIED. I i T — — i i — — — EXISTING RAFTER TIES OVERHEAD `fi I L _ _ — J L — — J I DRAWN BY:J.LACHAPELLE SPECIAL INSPECTIONS I � � \- I CHECKED BY:J.LACHAPELLE NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE SPECIAL INSPECTIONS MUST BE PROVIDED IN CONFORMANCE WITH THE I I REQUIREMENTS OF BCNYS 1704&1705. � LaChapelle Architecture PLLC FRAMING,TIE-DOWN/STRAPPING AND PLUMBING I I P.O.Box 1251 ROUGH ELECTRIC EXISTING FRONT DECK AND STAIR Mattituck,NY 11952 ENERGY CODE COMPLIANCE I TO REMAIN (646)251-5058 jake@lachapellearchitecture.com FINAL EXISTING STAIR I DECK I I I � DRESSED 6x6 POST; GENERAL NOTES � STRAPPING AT HEAD&BASE �FtED aR� © ® %13 11.1 A.0 Hqp 1. THIS APPLICATION FOR PERMIT IS FILED WITH THE TOWN OF - - - - - - - - SOUTHOLD BUILDING DEPARTMENT, IN CONFORMANCE WITH THE TOWN CODE CHAPTER 144. 12'-6" 2. THE CONTROLLING CODE IS THE 2020 BUILDING CODE OF NEW YORK STATE AND THE 2020 ENERGY CONSERVATION CODE OF NEW YORK STATE, IN COMBINATION WITH THE TOWN CODE. T��- 03393 yC) 3. REFERENCE HEREIN TO 'BC' SHOULD BE CONSTRUED TO MEAN -- "''%,`- _ ' :f "',_f; ;` : i~ OF NE`N THE APPLICABLE BUILDING CODES OF NEW YORK STATE. 4. TO THE BEST OF MY KNOWLEDGE THE WORK PROPOSED HEREIN ' IS COMPLIANT WITH ALL APPLICABLE LAWS, CODES,AND PROPOSED REGULATIONS. DEC 2 ) 2023 TRUE NORTH DECK PLAN .. PROJECT SHEET N0: 1 PROPOSED DECK PLAN NORTH SK-01 SCALE: 4" = 1'-0° SHEET 1 OF 7 ,4 PEROS RESIDENCE 815 RABBIT LANE EAST MARION,NY 11939 TRUE NORTH SEE ALTERATION DRAWINGS BY _ PORTER CLAPP ARCHITECTS PC FOR FULL HOUSE PLANS TAX MAP NO.1000-31.-17-18 # ISSUE/REVISION DATE .00 FILING SET 12.27.2022 EXISTING SKYLIGHTS EXISTING ENTRY ROOF DRAWN BY:J.LACHAPELLE 2x10 LEDGER FASTENED TO FRAMING AT FACE OF EXISTING CHECKED BY:J.LACHAPELLE ENTRY $ UPLIFT STRAP ATTACHES BEAM NOTE:DRAWING MAYBE PRINTED AT REDUCED SCALE _ _ AT FACE OF EXISTING ENTRY � — — — — — � LaCha elle Architecture PLLC 1 1 STRAPPING AT RIDGE PER BC p (2)WET LOCATION LED — — — — — —1 — — — — (EVERY RAFTER) P.O.Box 1251 FIXTURES SELECTED BY DRESSED 3.5 1 1 Mattituck,NY 11952 1 1 "x 92'LVL OR(2)2x10 OWNER;PROVIDE ILLUMINATION — — — — —I— +— — — — —-1 (646)251-5058 jake@lachapellearchitecture.com LEVELS PER R303.8 - 1 2x8 RAFTERS @ 16"O.C. 1 ------ 1 1 DRESSED 2x6 RAFTER TIE 1 O _ PROVIDE GUTTERS& LEADERS T0130 GAL. 1 ----- —+— _—— ] DRYWELL �E�H RC l 13'-10" r S J'�9� ti0O p339 F N TRUE PROPOSED NORTH DECK ROOF PLAN SHEET NO: PROJECT 1 PROPOSED ROOF FRAMING PLAN NORTH SK-02 SCALE: 4" = 1'-0" SHEET 2 OF 7 PEROS RESIDENCE 815 RABBIT LANE EAST MARION,NY 11939 TRUE NORTH TAX MAP NO.1000.31.-17-113 # ISSUE/REVISION DATE .00 FILING SET 12.27.2022 / \\ DRAWN BY:J.LACHAPELLE h/ \\ CHECKED BY:J.LACHAPELLE NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE / LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture:com 0 cle ��9jFy0 033930�0� OF N EXISTING WEST ELEVATION SHEET NO: OEXISTING WEST ELEVATION SK-03 SCALE: 4" _ I-'0-- SHEET 3 OF 7 PEROS RESIDENCE 815 RABBIT LANE EAST MARION,NY 11939 0 TRUE NORTH TAX MAP NO.1000-31-17-iS # ISSUE/REVISION DATE .00 FILING SET 12.27.2022 / \ / \ DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE \ / - \ / NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE LaChapelle Architecture PLLC P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com C�\` D qpF D // ❑ // �--A �9T��• 03393 �F N EXISTING SOUTH ELEVATION SHEET NO: 1 EXISTING SOUTH ELEVATION SK-04 SCALE: 4" = 1'-0" SHEET 4 OF 7 PEROS RESIDENCE -815 RABBIT LANE EAST MARION,NY 11939 TRUE NORTH TAX MAP NO.1000-3L-17-18 # ISSUE/REVISION DATE ___=_---__-- PORCH ROOF EXTENSION; oo FILING SET 12.27.2022 _==_=_-_— _=--== REPLACE ASPHALT SINGLES OVER ---_--- KITCHEN,UNDERLAY ENTIRE AREA WITH ICE&WATER SHIELD / DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE � / I / / I NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE I I LaChapelle Architecture PLLC =t:--_=------ P.O.Box1251 .___t —. —j Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com I I LAC Hq�, C�- �e s � 03393 N E`N PROPOSE® WEST ELEVATION SHEET NO: 1 PROPOSED WEST ELEVATION SK-05 SCALE: 4" = 1'-0° SHEET 5 OF 7 PEROS RESIDENCE 815 RABBIT LANE EAST MARION,NY 11939 0 TRUE ---- NORTH -- - `- TAX MAP NO.1000-3L.17-18 -- --� - - # ISSUE REVISION DATE .-.. .00 FILING SET 12. 27.2022 --� - DRAWN BY:J.LACHAPELLE CHECKED BY:J.LACHAPELLE -- / NOTE:DRAWING MAYBE PRINTED AT REDUCED SCALE PITCH OF NEW ROOF OVER DECK LaChapelle Architecture PLLC MATCHES KITCHEN ROOF P.O.Box 1251 Mattituck,NY 11952 (646)251-5058 jake@lachapellearchitecture.com ��pED ARC' / . DRESSED 2x6 RAFTER TIE(BEAM) �, \'ACH -y a r ❑ �i ��\ �� gAFI/� REBUILD RAILING TO ADJUST BALLUSTER SPACING: MAX.3 4' > CLEAR SPACES J r.... ��Q`03343 - EXISTING DECK TO REMAIN OF NE`N PROVIDE STRAPPING AT FOOTING,DECK,AND ROOF IN n CONFORMANCE W/BC PROPOSED SOUTH I I CONFIRM 36"DEEP 10"MIN.DIA. ELEVATION REINFORCED CONCRETE PILE I I rj L� ON FLARED 18"FOOTING AT PROJECT SHEET N0: O PROPOSED SOUTH ELEVATION L—_J L——J EACH POST,OR PROVIDE NORTH SK-06 SCALE: 4,, 1 _ 1 -0" SHEET 6 OF 7 — 1 PER®S RESIDENCE PROVIDE CEILING AT ROOF PER OWNER 815 RABBIT LANE ROOF FRAMING ROOF FRAMING PER SK 02 EAST MARION,NY 11939 LEDGER PER SK-02;CONTINUOUS FLASHING INTEGRATED W/ WEATHER RESISTIVE BARRIER ON y EAVE FRAMING&TRIM HOUSE t ------ -� TRUE NORTH I I DRESSED RAFTER TIE I ' I I I TIE-DOWN STRAPPING PER BC CONFIRM CONDITION OF EXISTING DRESSED 6x6 POST TAX MAP N0.1000-31:1748 LEDGER AND FLASHING;IF _ _____ _ ____--_`- --- FLASHING CAN'T BE RE-USED THEN I '' I � PROVIDE STRAPPING IF POST IS SPLICED # ISSUE/REVISION DATE SELECTIVE REPLACEMENT OF HOUSE SIDING IS NECESSARY TO EXISTING DECKING TO REMAIN oo FILING SET 12.27.2022 ACCEPT NEW FLASHING i i ! CONFIRM EXISTING 2x8 III I I I I JOISTS AND LEDGER DECK NOTES " ` ` ' I I I � ` DRAWN BY:J.LACHAPELLE 1. REFER TO THE LATEST VERSION OF THE AMERICAN WOOD COUNCIL'S i I i CHECKED BY.I.IACHAPELLE 'PRESCRIPTIVE RESIDENTIAL WOOD DECK CONSTRUCTION GUIDE'. I I NOTE:DRAWING MAY BE PRINTED AT REDUCED SCALE 2. ALL FRAMING LUMBER TO BE NO.1 GRADE OR BETTER, I . I w GROUND-CONTACT PRESSURE TREATED. (GLUE-LAMINATED TIMBER L�J > f BEAMS ARE ALSO FEASIBLE; PLEASE CONSULT WITH ARCHITECT FOR I I I LaChapelle Architecture PLLC SIZING.THEY MUST BE TREATED WITH AN OIL—OR WATER—BORNE i P.O.Box 1251 PRESERVATIVE IN ACCORDANCE WITH AWPA UI.) I i !/i� iiii /i�iii f Mattituck,NY 11952 CONFIRM SIMPSON LUS28 j p 11" (646)251-5058 jake@lachapellearchitecture.com 3. FLASH TOPS OF FRAMING LUMBER (BEAMS,JOISTS, STRINGERS)WITH JOIST HANGER OR SIMILAR AT PEEL-N-STICK BITUMINOUS PRODUCT FOR DURABILITY. EXISTING DECK 4. ALL FASTENERS,ANCHORS,WASHERS, ETC.TO BE HOT-DIPPED °.I: .i a i : FR PVC RISER ��RE D qR GALVANIZED OR STAINLESS STEEL,EXCEPT THAT FLASHING FASTENERS <i I �S LACK/ �'y r. ! .I I / ti qp i MAY ALSO BE SILICONE BRONZE OR COPPER TO MATCH FLASHING CONFIRM COLUMN 6� MATERIAL. BASE W/ STANDOFF TYPICAL STAIR 8. PROVIDE HURRICANE STRAPPING BY SIMPSON OR EQUAL AT I °I FOUNDATION-TO-FRAME AND FRAME-TO-FRAME CONNECTIONS, IN C.0 CONFORMANCE WITH ALL CODE REQUIREMENTS. PROVIDE ALL FASTENERS REQUIRED BY MANUFACTURER. •I = !` I a TF 03393p �. I , I. . fi OF N E`N . off. `� I 9. ALL CONNECTORS (JOIST HANGERS, STRAPPING, ETC.) SHALL BE HOT—DIPPED GALVANIZED OR STAINLESS STEEL 9 ==°—J .JIF C" a,. .. 10. BEAM SPLICES MUST OCCUR AT POSTS. STAGGER SPLICES WHEN < di COMPOSED OF TWO 2x10S. " DETAILS 11. PROTECT EXISTING DECKING,OR REPLACE w/COMPOSITE DECKING, PER OWNER. FACE FASTEN OR TOENAIL FASTEN USING THE 'CAMO' 18" SYSTEM OR EQUAL. ROUND OR SQUARE SHEET NO: . FLARED FOOTING BOTTOM S-K®® T TYPICAL DECK DETAILS TYPICAL FOOTING SCALE; 11" = T-0" SHEET 7 OF 7 i GENERAL REQUIREMENTS APPROVED AS OCCUPANCY A. THE CONTRACT SHALL BE WRITTEN ON AA FORM#A107,WITH AA GENERAL CONDITIONS, �!PR®rD ®TED O AIA 201, IN EFFECT AS IF WRITTEN OUT IN FULL.THE SCOPE OF THE WORK SHALL INCLUDE ~r: J' °`3- B•P# CONSTRUCTION OF AN ADDITION TO AND RENOVATION OF AN EXISTING RESIDENCE AS USE IS UNLAWFUL ON THE DRAWINGS AND IN THE FOLLOWING SPECIFICATION. f.:l_ gig BY:DEPARTMENTAT r WITHOUT CERTIFICATE �T«�Y Bur nir,�t, B. ALL WORK SHALL COMPLY WITH THE 2020 RESIDENTIAL CODE NEW YORK STATE, 2020 ENERGY CONSERVATION CODE OF NYS,AND LOCAL CODES AND ORDINANCES, REMOVE EXTERIOR WALLS TO 31 7y-1?�f12 9i{M TO 4PM FOR THE �► (� AND SHALL BE DONE TO THE HIGHEST STANDARDS OF CRAFTSMANSHIP BY JOURNEYMEN SECOND FLOOR SUB-FLOOR OL I�'"' +NS�'ECTIONS: OFUPANCII` OF THE RESPECTIVE TRADES. LEVEL ,i ION-TWO REQUIRED _ `JURED CONCRETE G.TEMPORARY FAGIL.ITIES FOR PROTECTION OF TOOLS AND EQUIPMENT SHALL CONFORM TO 18-4 LOCAL RE R' REGULATIONS,AND SHALL BE THE GONTRACTOS RESPONSIBILITY. rw�uLA LA -FRAMING&PLUMBING �. TION CQtJ{Pl.Y WITH ALL CODES OF D.CONTRACTOR SHALL PRESENT THE BUILDING TO THE OWNER FOR ACCEPTANCE, CLEAN . FINAL-CONSTRUCTION MUST NEW YORK STATE &TOWN,CODES AND READY'FOR OCCUPANCY,ALL GLASS SHALL BE GLEANED AND POLISHED, FLOORS BE COMPLETE FOR C.Q. ' ' W SWEPT BROPOtl CLEAN, FIXTUR ES WASHED WITH ALL LABELS REMOVED,AND EXTERIOR AS REQvtRED AND COh�D1TIO�J�O'= HAND RAKED FREE OF TRASH AND DEBRIS. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW a 5 S0LV0LD TT`"'Z8A � E.WINTER PRO)TEGTION, HEAT,AND SNOW REMOVAL, IF REQUIRED, SHALL BE THE YORK STATE. NOT RESPONSIBLE FOUR ��b �a� Pull. . �DA+� CONTRACTOR'S RESPONSIBILITY.ALL SPACE HEATING SHALL BE DONE IN A SAFE, ' _� SWIfiiJ1• TOt.111iS •i� DESIGN OR OONSTRUC'T10N ERRORS .�.._�......�••-� ' SENSIBLE M,IANNER,WITH PERIODIC CHECKS ON THE SYSTEMS,AND SHALL COMPLY WITH ' SOUTtIOI.OTOti � +TEES , STATE INDUESTRIAL GOMI"1151510N AND O.S.H.A REGULATIONS. ' ' / � N.Y.S.DEC F. GONTRAGTOR SHALL CARRY INSURANCE TO COVER THE COST OF THIS WORK AND ALL ' 1� COVERAGE AS DEFINED IN THE GENERAL CONDITIONS.OWNER SHALL BE PRESENTED WITH EXISTING WALLS, ROOF h CERTIFICATES OF GONTRAG70R'5 INSURANCE AT THE TIME OF SIGNING OF THE CONTRACT. ; --------, SKYLIGHTS TO REMAIN 1 ' C 0.2 IL.il 14 L Y r A M-I, RETAIN STORM WATER RUNOFF G. RENTAL CHARGES, SAFETY, PROTECTION,AND MAINTENANCE OF RENTED EQUIPMENT ___:__:___:_-_-_-_-_-_-_-----_-_-_-_- _-_-_-_-_-_-_-_---- v. PURSUANT TO CHAPTER 236 SHALL-BE TIHE GONTRAGTOR'S RESPONSIBILITY. `ti r -i i _ _ r `_ - S "T � '�" � a. w s. OF THE TOWN CODE. II H.CONTRACTOR SHALL MAINTAIN THE JOB CLEAR OF H TRASH AND DEBRIS AS DEFINED IN TE MAINTAIN GENERAL GcONDITIONS. ALL WASTE MATERIALS SHALL BE REMOVED FROM SITE PRIOR TO L• ' I I J L___-_J SUBSTANTIVAL COMPLETION AND PRIOR TO FINAL ACCEPTANCE. , r� i d 'i - 1 exter�or 11 tin 1 f 11 ' I L-.---__--. I. COSTS FOR BUILDING PERMITS, LANDFILL TAXES, USE TAX, SALES TAX,AND OTHER ' -------a nstaltcd,replace Or `,,' `,' i � � �, ,, , TRUSS PLRCARDING REQUIRED CHARGES RELATIVE TO CONSTRUCTION OF THIS PROJECT SHALL BE THE RESPONSIBILITY 1 , repaired shall conforms to Chapter 172 OF THE OWNER. ; ; ' ' , Additional 11 J.THESE DOCUMENTS DO NOT INCLUDE THE NECESSARY COMPONENTS FOR CONSTRUCTION = of the Tom Code 1 � ;f 1 1 .' II SAFETY,ANID COMPLIANCE WITH GENERAL CONDITIONS I5,AND SHALL BE,THE ' ' " Certification 11 t n CONTRACTOR'S RESPONSIBILITY. ' f May Be Pequired. __________ -, K. CONTRACTiOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH ALL CONDITIONS PRIOR TO SUBMITTING A PROPOSAL.CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS SHOWN ON THESE DRAWINGS WITH THOSE AT THE SITE. ANY VARIATION 11 Must provide Manuals ti ff WHICH REGWIRES PHYSICAL CHANGE SHALL BE BROUGHT TO THE ATTENTION OF THE ;i cv ARCHITECT. REEMOVE EXISTING L i i i �f �nd SAS per FI'�sT FLOOR ROOF MASTER BEDROOM Ec ,I I nr. Code PLUMBER CERTIFICATION S:ROOF FRAMING III ' ON LEAD CONTENT BEFORE IIN THIS AREA i tiIL4 REMOVE EXISTING O n i CARPET FLOOR FINISHES ih BALGON ; CERTIFICATE OF OCCUPANCY °j EXISTING SUBFLOOR „ REMOVE DECK SOLDER USED 1N WATER III AND TO FRAMING " AND FRAMI"G ,► w SUPPLY SYSTEM CANNOT TO REMAIN �I � �lO'��01"d0®" EXCEED 2J1 D 4F 1/o LEAD. GLIMATIO AND GEOGRAPHIG DESIGN CRITERIA - TABLE R301.2(1) NSHADEDARE4 o II , rind ducutrork I testing required. WIND DESIGN SUBJECT TO DAMAGE FROM 4-8 ' PLUMBING 1 , I 1 II ' ______ ______ ALL PLUMBING WASTE GROUND SEISMIC ICE BARRIER FLOOD AIR MEAN _--_-_-_'_'_ -J ' &WATER LINES NEED SNOW Special Windborne DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL r r -, ___ _ ' LOAD Speed Topographic wind debris CATEGORY Frost Line REQUIRED? INDEX TEMP (nnph) effects region zone Weathering Depth Termite TESTING BEFORE COVERL� . SEGOND FLOOR DEMOLITION PLAN Moderate 25ps1 13O NO NO NO C Severe 50" to heavy Yes Yes 1500 52.2•F 2 s OF �Iy yo 8. POD f'p� l� „ ` u __ O --------- O O l9 13'-8" 24'-4' + Ell9 � LIVNG AREA EXISTING STAIR KITCHEN GEGK cv EX571NO FLOOR TO REMAIN EXISTING TO TOREM EXISTING TOAIN AS IS REMAIN AS IS Addition to Peros Residence EXISTING FLOOR R:MAIN 815 Rabbit Lane O TO REMAIN AS is East Marion, NY ----------------- ------------------------ 1 I 1 � � 1 N 1 -------- ----•- ------------------- r----- 1 1 - - , DECKEl EXISTING TO J REMAIN Porter Clapp Architects, PC 1 1 uric c St. 11 th Flr. �LrIf BEDROOM ; L--____ o New York, NY 10014 III EXSTINGFLOOR ; r--'- BATH BEDROOM Tel. (212) 352-1210 TOZEI"IAIN AS IS EXS7INS TO EXISTING FLOOR Mobile (917)653-0776 TO REMAIN AS 15 REMAIN J 1 1 1 1 , =E rr 1 I LU title 0-7 DEMOLITION PLANS date 11 ( I( C a APRI--28, 2023 scale FIRST FLOOR DE"IOLITION PLAN i MAY U 5 2023 AS NOTED sheet ,fir ,.F •t EXISTING TO REMAIN EXISTING TO BE REMOVED i PARTITION LEGEND EXISTING INTERIOR PARTITION TO REMAIN EXISTING EXTERIOR WALL TO REMAIN. REMOVE EXISTING SIDING 6 RE-51DE WITH CEDAR SHAKES EXISTING EXTERIOR WALL TO REMAIN. REMOVE INTERIOR FINISH. FILL CAVITY WITH 3 1/2" DOSED CELL INSULATION. FACE INTERIOR WITH 1/2"GYP. BD. 3 REMOVE EXISTING SIDING e A-3 RE-SIDE WITH CEDAR 5HAKES NEW EXTERIOR WALL TO BE 2X4 FRAMING AT 16"O.C. FACE EXTERIOR WITH 7/16" ZIP SYSTEM SHEATHING, TAPE ALL JOINTS. 2'8"X 6'8" V p p FILL GAVITY WITH 3 1/2"DOSED w.c. w.c. CELL INSULATION. FACE INTERIOR WITH 1/2"GYP. BD. BATH #2 PRIMARY FINISH EXTERIOR WITH CEDAR SHAKES 13'-6" BATH 2'-4.. 6-8, NEW INTERIOR PARTITION TO BE 2X4 STUDS AT 16"O.G. FACE Q BEDROOM #1 5TA WITH 1/2"GYP. BD. ON BOTH �- 3'VENT To N 5Ho E SIDES. USE MOLD RESISTANT THROUGH ROOF _I.1=?' 2' x GYP. BD. INSIDE BATH AREAS -r- FACE OTHER SIDE OF PARTITION n WITH 1/2 QUIET ROCK. FILL CAVITY WITH THERMAFIBER x a-8'x 6'-e" SOUND ATTENUATION BLANKET f---------------T---------------1---------------T----------------- (� 1 i -4-3"VENT TO ROOF ' ' ko 11/2"VENT i 1 1/2"VENT—)..4 2"VENT—�� , , , ,t 2"VENT Z W.C. W.G. I �+ +C0 --- V TbKn i i L�PV O Y lS rj 2-8"X 6_8 — i i 1/2" i TRAP i TRAP SECOND FLOOR LINE ;TRAP2 WASTE 2 WASTE R ---- 2"WASTE 3"WASTE i 5 WASTE 2"WASTE w EXTEND ALOONY TO 6'-O"DEEP PRIMARY BEDROOM BRACKET BACK TO FACE OF BUILDING � ALIGN THIS WALL 2"TRAP 2"TRAP BEDROOM #2 9 WITH EXISTING BELOW. O POSTS TO GROUND O WALL BELOW IN 1 ---BALC0NY--- 4,WASTE LIVING AREA I —TO EXISTING 4"RISER WALK-IN — CLOSET +� PLUMBING RISER DIAGRAM - BATH #2 PRIMARY BATH -NOT TO SGAI E PLUMBING NOTES: -INSULATE ALL PIPING AT EXTERIOR WALLS -PROVIDE MAIN SHUT-OFF VALVES 0D RISER WITH ACCESS PANEL. -PROVIDE HOT AND GOLD SHUT-OFF VALVES @ EACH FIXTURE 3 A-3 32-5" IDF S�P� 0. Ply �Na O?1 2 'SECOND FLOOR CONSTRUCTION PLAN - 1� Ate` 10-9" 39-0" 7-7' 3 y EXISTING STAIR -- Q - -------- ----- --------- TO REMAIN I i „ D KITCHEN EXISTING l9 TO REMAIN l9 As is DECK w � ! i Addition to Peros Residence 24-4° aEMAw 815 Rabbit Lane o j I East Marion, NY l9 � I i I EXISTING i I I ', I F EQ. i ! N LIVING AREA EXISTING DECK EXISTING TO z REMAIN i Z MEGHANIGA z a � l F � � Porter Clapp Architects, PC ro EQUIPMENT = w x D NING 0-Vari��t. 0 _ e New York, NY 10014 j z ~ o o BATH #1 AREA -1 EXISTING (FORMER Tel. (212) 352-1210 To REMAIN BEDROOM) Mobile (917)653-0776 z I I i , T-9" El 3 title A-3 GON57RUG7ION PLANS WINDOW �- DOOR SCHEDULES date APR I-28, 2023 scale FIRST FLOOR GONSTRUGTION PLAN 114"=1'-0" 1a/4"=1'-0" sheet i 3 Y (2)2X8 (2)2X8 (2)2X8 (2)2X8 0 FFA ER F-A ER Lt XX W MATCH PITCH OF EXISTING ROOF N OVER KITCHEN EXTENSION N 2X8 fAF74RS 10-I.C. � I 30 YEAR ARCHITECTURAL FIBERGLASS SHINGLES 30#FELT PAPER � w 5/8"ZIP SYSTEM ROOF SHEATHING TAPE ALL JOINTS _ 2X8 RAFTERS @ 16"O.G. DESIGNED FOR:50 PSF TOTAL LOAD 40 PSF SNOW LOAD 10 P5F DEAD LOAD 10"ROCK-WOOL INSULATION R=4-S ICE�t WATER SHIELD OUP FROM EDGE OF ROOF SIMPSON STRONG TIE H2.5A HURRICANE TIE 9 EACH RAFTER i w (TYP.) 2X6 CEILING JOISTS I pC :2>p RAtTER3 @ 1 "O.G. ul MATCH DETAILS OF EXISTING EAVES z (2)2X4 TOP PLATE cv T- SOFFIT VENT O CEDAR SHAKE SIDING 1/2"GYP.BD. HEADER HEADER HEADER 2X4 STUDS AT 10'O.G. 3 A-3 OF Urlyy 7/10"ZIP SYSTEM WALL SHEATHING O TAPE ALL JOINTS ROOF FRA"IING PLAN �'� e Popfq�' 3 1/2"CLOSED GELL INSULATION 1/4"=1'-0" �[ R=24.5 3/4"TAG PLYWOOD SUBFLOOR Q P a J 1000� HIARDWOOD FLOOR Ate' 2X1O FLOOR JOISTS @ 12"O.C. 3 1/2"CLOSED CELL INSULATION R=24.5 EXISTING FRAMING,SHEATHING S INTERIOR _ WALL SURFACE TO REMAIN F_- 3 Z 3 O� u_ EXISTING ROOF TO REMAIN A-3 +i Q CEDAR SHAKE SIDING ! O OVER KITCHEN EXTENSION OU _Z Lu � N LL ? -- O O ---- --- ----- ------- - O U1 IL 11 a u� o tL 0 EXISTING FRAMING SUB-FLOOR F 1> TO REMAIN IN SHADED AREA EXISTING HARDWOOD FLOOR TO REMAIN x I EXISTING FLOOR FRAMING INSULATION TO REMAIN Addition to Peros Residence 815 Rabbit Lane East Marion, NY u EXISTING PER FOUNDATION iv 3 x 8 LVL TO REMAIN 3 x 8 LvL —SUPPORT ON BRACKETS FROM 4X4 CEDAR X 2 x J01 T5 12° .G. Porter Clapp Architects, PC _ o aric t. 11 t Flr. WALL SECTION �W New York, NY 10014 17Tel. (212) 352-1210 Q Mobile (917)653-0776 SUPPORT ON BRACKETS 3 X 8 LVL FROM 4X4 CEDAR 3 title A-3 FRAMING PLANS 8,: WALL SECTIONS date SECOND FLOG- FFAI"IING PLAN PLAN APRIL 28,2023 114"=1'-0" scale AS NOTED sheet i ATTIC VENT MATCH PITCH OF EXISTING ROOF OVER KITCHEN EXTENSION 30 YEAR ARCHITECTURAL FIB=RGLASS SHINGLES ON 30#FELT PAPER ASEMFcN NEW SLIDG DOOR EMEN ASEMEN APEMEN ASEM�N AF�MEN 72" 80" c AS 39"<42" �2" 24"�C 42" EXISTING ROOF OVER KITCHEN EXTENSION NEW PAINTED WOOD RAILNG MATCH PITCH ON NEWCEDAR SHAKE SIDING TO MATCH EXISTING DECK SECOND FLOOR ROOF —79m- I -HE AND NEW WOOD TRIM RALING DETAILS EXISTING (TMP.) NEW BALCONY IN LOCATION TO REMAIN OF EXISTING, EXTEND TO 0-0" BRACKETS TO SUPPORT BALCONY FROM 4X4 CEDAR EXISTING EXI5TING EXISTING EXISTING 5T EXI5TING TO REMAIN TO REMAIN O REMAI EXISTING RAILINGS TO REMAIN TO REMAIN EXISTING O REMAI EXISTING (RAILINGS TO REMAIN EXISTING RAILINGS'If0 REMAIN TO PE-MAIN Ll WEST ELEVATION SOUTH ELEVATION 2 OF UFl y yo � C;N�� 8. 0 ATTIC VENT MATCH PITCH OF EXISTING ROOF OVER KITCHEN EXTENSIONS Addition to Peros Residence BASEMENT GASEMEN'1` -rASEMENT GASEMEN'F 15 Rabbit Lane 36"X 42" 36"X 42", -30.X 42" 36"X 42"- A'sEME EMEN GA,SEMEN ASEME,DJT East Marion, NY Et5RE55 EGRE55 24"X 42" 30"X 42" 30"'X 42" 30"X 42"' WINDOW WINDOW XISTING REMAI CEDAR SHAKE SIDING AND NEW WOOD TRIM (TYP,) NEVL[DING GLAS 3 DOOR5 EXISTING RAILINGS TO REMAIN EXISTING RAILINGS TO REMAIN EXISTING ATGH EXIG Porter Clapp Architects, PC TO REMAIN rO THE FA—c T' 180 varick St. 11ll I Fir. 108"x 80" EXISTING XISTIN ISTM- New York, NY 10014 TO p D RE"A' REMA Tel. (212) 352-1210 II II Mobile (917)653-0776 I !I I I II title ELEVATIONS NORTH ELEVATION EAST ELEVATION 3 date 4 1/4"=1'-0" 1 1/4"=1'—O" APRIL 28, 2023 scale 1/4"=1'--0'' sheet A-4 1 MISCELLANEOUS FRAMING GRAPH I GS - - - --- - r (THAT' EXCEED F�RAMIING 5TANDARD5, IT I5 R.EGQ'D FOR FRAMER TO HAVE A CONTINUOUS BUILT-UP C IRDERS, 5 OR MOVE SUPPORTS F I REBLOGK I NV FOR PLATFORM WOOD FRAM I NO WORKIING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK I CONNECTION PATTERN SCHEDULE 1 . _�____.__r�_.. __ ... ��.. ....... ....._ -_...t. . __•._ .___�_-�._._ g „b ASSEMBLY REQUIRENENT5: FOR ENGINEERED LUMBER [IE. WOOD I-JOISTS? SEE MANU. SPEC. 5 FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GORE) 4 1/4 OF A WHEN 61RDER:S MADE UP OF JOISTS NAILED TOGETHER ;I CONNECTION BLOCKING UNDER LOAD BEARING WALL I PATTERN DESCRIPTION I SIDE BY SIDE; ARE CONTINUOUS OVER THREE OR MORE - .1 SUPPORTS, JOINTS ARE 70 BE LOCATED BETWEEN ONE j, I. FOR PLATFORM FRAME GON5TRUGTION= THE SOLE SERVES MAX.52" I 51XTH AND OMIE QUARTER THE SPAN LENGTH FROM AN I^ �• AS FIRE-STOPPING. NON-LOAD BEARING WAILL OFFSET FROM SUPPORT IIA (2)ROWS lod NAILS a I2"O.C. INTERM7=DIATE: SUPPORT. NO TWO ADJOINING JOISTS, S r NOR MORE TH+AN ONE THIRD THE TOTAL NUMBER ARE PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST T'UD5 I B (5)ROWS 10d NAILS a 12"O.G. 2 F TO BE JOINTED ON TFE SAME SIDE OF THE SUPPORT. 1 5E A5 FIRE5LOPPIN6. s R (2)ROWS 1/2•m BOLTS a 12"OZ.STA66ERED; I ( l il. } 3.FOR PLATFORM G TWO-PIECE NAILING= 1 I -'% ` , !fit FRAME CONSTRUCTION: THE SOLE AND DOUBLE SUBFLO)OR DEL.s ENDS I'I PLATE SERVE AS FIRE FiUI)T UP 6rRDrR P• MAY,s2^ II,`I. ;�`. 7Fa SOLE PLATE TWO-PIECE GIIRDERS ARE TO BE NAILED FROM ONE I j!i r STOPPING. SOLE: PLATE I D (2)ROWS 1/2"m BOLTS a 1b^"o G.- - PIECE O HER:S STIAG/71-10 NEAR ARE WITH A DIS END TANCE O EACH I,i I I IiTI '- ''u t„.t ,,' -;` 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE - - OF 16 I JOIST SERVES AS FIRESTOPPIN6. E (2)ROW5 1/2'm BOLTS a 24 O.G. .I .t, r' I` ^r•• . . _ INCH}=5 BETWE:EN NAILS IN A HORIZONTAL LINE;OR ,�',•;�: - BETWEEN I/b I_ q ..___ it 'II , r1 •,`� I s I; 5 5.FIRESTOPF(N6 SHALL BE 2 INCHES OF WOOD BLOGKINO F (2)ROWS 6-3/8 TRUSSLOGK SCREWS a 12"O.G. 4 1/4 OF A �-�- 61RDER5 ARE: TO BE NAILED FROM EACH SIDE w/ IOd I I OR O 1 j ��, Ii, ;y I I;• F NONCOM-BUSTIBL.E FILL. SCREHM ON(1)SIDE OF MEMBER NAILS, TWO NEAR EACH END OF EACH JOIST, OTHERS i - I i I I 6 (2)ROW5 5-5/8"TRLWLOGK SCREWS a 16.O.G. p STAGGERED w4/A DISTANCE OF 32 BETWEEN NAILS IN j �! �_ II 6. FOR PLATFORM FRAME CONSTRUCTION, THE SOLE SCREWED ON(1)SIDE OF MEMBER ' ( I 'I ' I I<=�1_`_-_::• �.. A HORIZONTAL LINE. EE I 1=-`-- " ;'1`1 i I AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN H (2)ROWS 5-3/5"TRUSSLOGK ScRENS a 24,O.G. JOISTS SERVE AS FIRE570PPIN5. SCREWED ON(I)SIDE OF MEMBER i JOIST I I THREE-PIECE 161RDER5 ARE TO BE NAILED w/ 20d I E '` .'.-- THREE-PIECE ..'._'._.-'-II I l..___-----:--I= _ -_---- -_-_-___--1 MAXIMUM OFFSET J (2)ROWS 5"TRUSSLOGK SCREWS a 12"O.G. I ]�t11LT U�61RD£R MAX.52" NAILS ON EA. SIDE wl TWO NEAR EA. END OF EA, (• ] --- ' : 'I. r 1' ,• I r '-. I I '?. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER !a ,1 J I. 1 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN J015T5 P PIECE, INCLUD>INCG INTERMIDIATE JOINTS AND w/ THE �; I III I I I I • '�' 1 ''~" " -� I it MATCHED SIZE OF BLOC;.1 (2)ROWS 5^TRU55LOGK SCREWS s Ib O.G. 4 l� I'' , ,I; ._,. '.3T•.,� I I � SERVE AS FIRESTOPI'IN6. UNDER NON-LOAD BEAFZIN FIRESTOPPING AND K E OTH3=RS STAr6ERED w/ A DI5TANGE OF NOT MORE I I �_, li . I a I I F I `+ 11 SCREWED ON BOTH 51D�OF MEMBER f I _; ,I ' THAN 52" BETrNEEN NAILS IN A HORIZONTAL LINE. I C� " ' 11 l 3 f l I I 8.THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32" O.G. STUD .1 " I 1 I,� l I i fI ��' 9 BLOCKING I I Ilr 4 I I; ,�--_ I� IL SCREWED ON BOTH SIDE OF MEMBER OG. 11 B 11/C14 OF Ab I I I(, _a,f 7 I I I ,1 DOUBLE PLATE I i; I r, I I FOUR-PIECE G IDERS ARE TO BE A55EMLED A5 SHOWN, I !I' r1 �I' o I I I ' ''_`1_-- a I I-l i I} If-- � (I `I 'I I 9. TWO-INCH WOOD BLOCKING OR THE >=QUIVALEN'T SHALL t I k0 ,j1III , i-- j1�1111��I.-_ 10,�: I 57R1N - p AND NAILED wa/20d NAILS AS SPECIFIED FOR THE I I I BE ADDED BETWEEN STUDS O PARTITION IVALENTIT A GANTILE�✓EKED FLOOR CEILING BRAGINC I.BEAMS 4 H"_ADERS NOT NOTED NITH CONNECTION PATTERN ON THREE-PIECE IGIRDER. I t •.----.: .._III 1_.__._ b____ k- II I 6ER TO SERVE A5 FIRESTOPPIN6. PLAN SHALL VSE CONNECTION PATTERN'A'D HEN V OR SMALLER (r I __,_ --� I r I 1 ----•, - ----c--- GABLE ENDWALL i CONNECTION PATTERN V WHEN 10"OR LARGER --..___ I -_ I. i- 1 I I 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR ANGHORIN6: - I - ::.-1 _ STUD 2.NQ�N SGREWINS OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE GIRDERS ARE: TO BE SEGURELY ANCHORED TO 2 �F f l r -, _- I I FRAMING SHALL !I- FI H STOPPED AT THE BOTTOM WITH OFFSET FA5TENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER MASONRY PlEfR5, NAILED TO WOOD POSTS OR BOLTED II II "._.`11 HELD IN PLACE BY IMETAL�LATH OR WTH OF NONCOMBUSTIBLE REFABRIC.LE MATERIIAL FLOOR SOLE PLATE 2"x4"CONTINUOUS 6ABLEEEWO TO STEEL COLUMNS. I Il II ! I 1 i :�'I'lI' I FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a 6'C.C. j I III Il- ' I f THE VERTICAL OPENING 15 SEALED $Y PLASTER ON THEE CEILING BAWD J0115T 2) rod NAILS TRUSS I AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 1 LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN Be CARRIED AKAY BY AIR c J. ! I SHRINKAGE CRACKSS or THE INTERIOR RENTS MOVINO FINISS AND PLASTER CE OUTTHROULINO ON AL 1�A I L I NO PATTERNS FOR SIDE LOADED BEAMS (10 . FLUSH BEAMS) PLATFORM FRAME GONST PPIN6- N NONCOMBUSTIBLE LATH,EXTCNDIN6 TO CHIMNEY PAGES,WILL SERVE 10)8d -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRESTOPPIN6. NAILS ._ ._ . . _ ..-- _--- .. -._ _----.--_-...---.-.--.-- FIRE- FIR[- HOODPIRE5TOPPING FIRE9TOPPIN6 ----- --. .. ..- __ __.. .... -.. ___---- .. II STOPPINS STOPPING FIRE- FIRE- F ASTENIN6 REGOMMENDATION5 FOR SIDE-LOADED, 9TorFINS, 57OPPINS SOLE MULT_ IP_LE_-PIECE MEMBERS rm • JOIST "5d COOLER NAILS a 10'o-0, jI ._ __ NAILED' !I _-.- I BOLTED' _ .. 2 x4"BLOCK NAILED TO FJ1,BRACE I �!, 'iT n' 2�� _l 2��V BLOG.KIN6 I, 2 R T'Im 16d a ROWS M , ��•�� TIC w/(4) IOd NAILS ;; coMrloN COMMON I BOLTS BOLTS FIR�TOPPIING K'-H •12"O.C.' I. O 12'D.G. �yT i .12"OG. •6'•Or- C0VMNO IS Arnim STUD fiY P BOA 20 ga.STRAP 1' -- - -:- -- - -- = TNO ROWS 12"O.G. T74REE ROWS 12.O.G. TO UNDERSIDE OF LOCATION I LOCATION 2 LOCATION 3 JO1gT5 DOUBLE PLATE--/ •5d COOLER NAILS o 10'O.G. (10)6d NAIL BEAM SELECTION w/ STD. NAILING LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY NOTE, E�lDWALL 5 AS NOTED IN NOTES-1 Q 8 5 NOIJGOf 10IN3T7l3LE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS v____1 SOLE FIRES I IN& LOCATION OVER STUDS,UNLF55 TOP PLATE IS 4"o EDGE/12"a FIELD FULLY BLOCKED 1.TOP Alb BOTTOM ROWS 5HO"BE V FROM EVCe9 OF BIRDER DESIGNED To CARRY THE LOAD sGREWS spb-14 TYPE W ORS FIRE5TORMNO HOOD FIRESTOPPIN& 2.BOLT HOLES ARE TOT THE SAME DIAMETER As THE BOLT AND SHOULD HE LOCATED 2' Two ROWS 24°0.0.srA�r�D Two ROH5 6'O.G. LOCATION 5 LOCATION b FROM THE TOF AND BOTTOM OF THE MEi•BETt,EVERY BOLT MUST EXTCh1D THROI1fik 7}E 1"411.L INTERIOR 'STUD DETAIL TH101*095 of THE MEMe VM HASHERZ UNDER HEAD AND NUT. O OVERLAID I D ROOF !I,STA&eM CAGH ROH OF FASTS HMS DY I2'. t l 2'SPACE NOT ATTACHMENT 0 VALLEY 4.FUR A TFIREE 1°I°a'.E 1 DER THE SPECIFIED NAILING 18 T°ROM EACH SIDE. 6i:!I I' I'I'II,, TO Bfa FILLED NONCOMM15T13LE FIRESTORrIN9 5,FMR-PIECE MEMBERS SHOULD ONLY Be USED NHI_N LOADS ARE APPLIED TO Ii V:' FIR STOPPING APPROX,I INCH THICK BOTH SIDE OF THE ML`MBER. 6.VAUe5 FOR NAILING CONNECTION5 MAY"DOUBLED FOR 004.OR TRIFLED FOR 4.O.G.NAIL SPAGIN6. LOCATI ON'1 I STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: F1Re5TOPP1Ne STRAPPING w/ T.2 ROBS OF 16d COMMON NAILS 02"O.GJ FOR DEPrdS 12'OR LEW LOCATION 9 I 4 6d NAILS LOCATION 8 a EA.END a R.R. &5 ROBS OF 16d COMMON NAILS(I2.O.GJ FOR 170nH5 OF 14",16't IS". LOCATION IO DULL WIDTH IBLOGKIN O IIILI GONSTRUGTI 0)N DETAILS N I ND LOAD F'A7H C 0ONNECJI ON DETAILS �B. Pay y°9 TOP PLATE I I j DRII.-L 2"m INTO ROOF I j I DECK FOR STRAPPING INSTL. INTERSECTION DETAIL I I rEx15T.oR NEW NOT TO SCALE / R.R.BELOW NEw R.R.SET w/ I • UPPI-R TOP PLATE LAPS 4 Iod ITINL;CV LOWER TOE NAI I I NOTED GONT.9LOGKIN6 TOF'PLATE SPIKED TO R.R.as I�C o. JI000� j ALIGN NEW 4 EX. I I I I R.R.A5 SHOWN f� KING 5TUD5-_----_. , PLAN VIEW NOTE: o 'SHED' I 1 WOOD JO15T WOOD JO15 CRIPPLE STUD R007,R.R. IN LINE BLOGKlNC _. . JOIST HANGER HEADER GENERAL REOUI REMENTS 1=0R GENERAL REGU I REMENTS FOR - - - N5TALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS CIRDERMEADER. JACK STUDS ' WOOD GIRDER - WOOD JOIST. .. . . . MAIN MEMBER JOIST FRAMINO OVER WooD GIRDER JOIST FRAMING FLUSH W17H 6IRDERME:ADER TYPICAL HEADER CONNECTION 1.TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF .X5 APPROX.30° w/THE MAIN MEMBER S STARTED APPROX. I.NAILS SHALL BE DRIVEN PERPENDICULAR'TO ASH5HOWN ABOVE E LEN&TH OF THE NAIL FROM THE MEMBER END, THE MEMBER,STRAIGHT THROUGH AND BENTS OVER A MIN.OF(3) NAIL DIAIK'S AT A q0• ANGLE: 2.THE MIN. PENETRATION OF THE NAIL IN 70 THE MAIN MEMBER,FOR THI5 APPLICATION,SHALL BE AT LEAST SIX TIMES THE DIAM, OF THE NAIL RAFTER------- 5.TO AVOID 5PLITTIN6,NO MORE THAN 2 TOE NAILS SH4LL i Addition to Peros Residence BE INSTAL-ED IN EA. SIDE OF A RAFTER OR CEILING J0I5T WALL STUD - WALL STUD 815 Rabbit Lane East Marion, NY WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. SIDE WHEN FASTENED TO A 2"xb" TOT'PLATE. BOTTO P BOTTOM PLATE - BATHTUB . I SUB FLOOR __ ... •, DOUBLE JOIST___ . DOUBLE JOIST GHIM. CHASE SECURING @ 5TD. SIDE WALL 1 TOP PLATE`_ WALL STUD (Sx M a CHASE WITHINI PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE J015T FOR NON-BEARINS WALLS ALTERNATIVE RAFTER TO WALL STUD CONNEEGTION w/5TUD5 TO ATTIC FLOOR d BLK'6 TO Porter Clapp Architects, PC R/L SIDES w/STRAP}r'IN6 TO R/1.. SIDES) - 18�Ick3`f--�j-}t"1 FIr. 1 "- Lu `n� WIND RE�5I57ANT GONSTRUGT1ON GONNEGTORS New York, NY 10014 TOP PLATE J GHIM. CHASE WALL Q _ - :. - .:_ ------ Mobile---- -_ ._. -.. ----- --- ._- .. _.._._ Tel. (212 j 352-1210 i'x CONNECTION L00 710 PART NUMBER: ' NOTES: (917 653-0776 w RIDGE-70-RAF7ER5 ; G520 ® 21" APPLY TO EACH PAIR OF RAFTERS] RAFTER-TO-WAILL H� APPLY TO EACH RAFTER ROOF o ! RAFTER-TO-PLA1TE H8 or H2.5 APPLY TO EACH RAFTER in KEG!D BLOCKING PLATE-TO-WALL ra-TUD G520 18 APPLY TO EACH WALL STUD TD ALIGN 1+/STRAPPING W ►- --.-_...----___---- - .. ._. . .- - - --- -- ----._.___. - T - ® EA. LEVEL ABOVE 0_d ' 2ND. FLOOR WALL-TO-15T'. FLOOR WALL LFTA or C520 1� 36" APPLY TO EACH WALL STUD I� title THE FIRST FL. w -- . I. .. _..-- - - --- - ---- -- -- - - --T- - -----_ -- - -- - - - - --- - --- ----- -- --- - ----- -- _---I. FRAMING DETAILS FLooR/cLs. ® i` 11 '! HEADER-TO-JACK STUD G520 9 12" APPLY To EACH JACK STUD CRIPPLE 5TUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD II date _...._ _.- _ - _-• - __ -._..___-..----.--__-... I APRIL28,2023 SHEAR WALL HOLDDOWTN ANGHOR 5ST516 APPLY TO EACH 51DEWALL END scale 511DE VIEW PLAN VIEW iI IST. FLOOR-UNDER-SILL PLATE 0520 WRAP UNDER DOUBLE SILL PLATE sheet (USE WITH 3 5GUARE WASHERS) USE THE FOLLOWING OR APPROVED 5IW50N METAL CONNECTORS FOR PROPER HIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'5 RECOMEI`NDED INSTALLATION IN5TRUGTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. A- 5 I i #�OILDOI^lN DATA I L5 T''rF I GAL NA I L I NO STRAFF I NO REG�U I REMENTS FOR FASTENING SGHEDULE A ALL HARDWARE TO BE INSTALLED A5 PER MANU. 5PEG's;MANUFACTURER UPLIFT SR, LATERAL Y '41 I�tl� RS I II�t� NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATGHI-C7 (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, ALL STRAPPING TO BE lY4°X 20 GAUGE -'- 'SIMPSON" EQUIVALENT - 0520 (COILED STRAP) AND ROUGH OPENING FRAMING REQUIREMENTS) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERW151E I FUSE lOd NAILS IF 5TRAFFIN5 IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 31.1) '-FASTENER SPEC. i -_---_--FASTENER ---_-� DO1^iN HOLDOWN B - -- -- _ - HOL GONNEGTI ON A It I I I� _ �DESGRiPTION-- ---- -- Ij AND QUANTITY I� SPACING N L C GRID _ OUNDATIONST ROOF CEILING FRAMING I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d ------- .._._ .. __._..-- ------------.______ ------------------_-- _ - I )~NDWALL , . COMMON NAIL w/o PRE�OR!<D HODS. L RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER i ENDWALL (3) 2x FULL CORNER 5TUD -' � AT RAFTER TO RIDGE 2.WOOD 15 ASSUMED TO BE D,F #2 ! BTR.IN DRY USE ------- -- _ _-- (3) 2X FULL _•„� R.R. 2' SERVICE ' I —.--__—�------__-.. _.._.-.-.• -_--.---- HEIGHT STUD ONNEGTED TO HEIGHT STUD-",- TUD CORNER STUD TRANSFER SHEAR GONNEGTION: I CEILING J015T TO TOP PLATE (TOE-NAIL) SEE PACE C-003 _ PER J015T I ONN)=GTE[D TO ,. 5.51-IpULD THE WOOD IN U58 PRESENT A SPLIT POTENTIAL `--•---------- - --_.----"------ ----•-------- ----_--- _,.___...___..-- ----._.........-------- TRANSFER:SHEAR a!E (r (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL r "SIMPSON" H005 r - jI FOR STRAP - 3 �1 d COMMON • • • • • + HOLES,`SET MEN . CEILING JOIST To PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP HOLDOWN ANCHOR® I i 2-I6d COMMON -------- -------.-.... - ------ __ -_— 1 " NAILS 0 EA. END OF STRAP. . ' . ' . ---, 2-I6d tGOMMpN 4,NO MIXING Or-NAIL SIZES OR TYPE5 ALLOWED i-_-_--._----- 7 r I I NAILS 6" O.G. tE LOCATIONS NOTED I NAILS ® b O.G. ¢ . • I GEILINC JOIST LAPS OVER PARTITIONS(FAGS-NAIL) 41-16d COMMON EACH LAP ` I ON PLANS I • ' 10"O.G. IF BLOCKED --•___---- _------_..._--- _..-----..__-_ -__ 4 I O" O.G. IF BLOCKED I , CORNER P05T f'OR ROOF SLOPES UNDER 5:12 WIT3••f G.J. G.TIES '�' • • g-`-�°-+EGT1oN 8 FOR ANY REq'T TO CLINCH THE NAILS(TO II------•--------•- ----• --- --- - GORNI=R P05T j I. I ROOF SPANS OF 24' OR GREATER, T IG$ THE NAIL TO A 90•ANSLE,SEE I COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE ORAPH1 ! I 1 � ELON USE 4 �d COMMON NAILS a 51MP50N HDQS 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY I -_ EA END OF STRAP FOR ROOF BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON �' EACH END I SECTION 12.4-PLACEMENT OF NAILS d SPIKES A TABLE SLOPES OF 5:12 AND GREATER. GR 4-I. _ - - ---- ------_-�_ _---- - ----_ - - ------ - ---... - -- ___ -- TOWN ANCHOR m II ' 1 I " Ii RIM BOARD TO RAFTER(END-NAIL) 2-I6d COMMON ! EACH END )CATIONS NOTED �^ +• � � I ON PLANS f I I CONNECTION BI � 52 AT RAFTI=:R TO TOP PLATE TO STUD _ CONNECTION. / - , WALL FRAMING HO POM INSTALLATION OPTIONS: • �, .--' - - - --- - -- - - --- ------ - -- ._...-- - ------ _ _ . _--- - - ----------- 'i FOR STRAP '- 3 8 d COMMON NAILS a B2 ; TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I II PER Fool - I" f I FOR NEW GONG FOUNO.3 �I ---- .--------•---._-__.�-,----_— i HOEDOWN CAST IN PLACE w/'t/8"Q� THREADED ROD • • i EA. END OF :STRAP: • • I ii TOP PLATES AT INTERSECTIONS (PAGE-NAIL) 4 4-Ibd COMMON ;� JOISTS - EA. SnDE I _ WHEN IN TOWN OF 15L1P OR NAIL►NG f -._._-.-• I.----- ----- -_---I�____ _- - FOR EXIST P GONG OR NEWL�GURF2ED NOTE 6EOMETRY EXCEEDS THAT PERMITTED IN I.-------- • • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" D.G. ' j I va°m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO MAX. fdAILIN6 GRID ABOVE UTILIZE I � 1_ 1 CONCRETE w/"51MP50N' SET(HIGH 5TRENGTH EPDXY I B I: `•_.l. I ADHESIVE), 4 FOR TEMP;s O"F-4O"F USE "SIMPSON" AT I SIMP50N # H2A (OR EQUAL) RAFTER TIE , l (NIGH STRENGTH ACRYLIC ADHESIVPJ HEADER TO HEADER (FACE-NAIL) I66 COMMON °' 16" O.C. ALONG EL10IIES FOR TOENAItLING - _ 8 d COMMON NAILS FOR EXIST /NEW G M U (GOAIG,�LQGK� USE SAME r P) FILL TOP 2 COURSES SOLID tt CAST 1N PEACE HOEDOWN - ' TOP or BOTTOM PLATE TO STUD (END-NAIL) Ii 2-Ibd COMMON 11 PER STUD CONNECTION "'--- _,. ; FOR G.J. To R.R. - 9 I6 d COMMON NAILS --------"-------_._._._ _-----------_--_-- -------�1____--.___.__.____.---•__-- .._:' �" w/-1/b"m THREADED ROD REQUI}2EMENE ION BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, ----- -' '-_`- RAISED C.J's(WHEN AT G,.1, TO G.J, CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) I� 2-I6d COMMON PER FOOT OR APPLICABLE) FOR EA. PLATE TO STUD ABOVE d OR BELOW �::- _ :_. HOLDdwN 'G' HOLDOM 'D' _ _16_di COMMON NAILS FOR G.J. TO G.J. - a I6d .COMMON NAILS �- - FLOOR�FRAMING E(7p, W EX15T. CONNECTION Gi 4 G2 • JOIST TO SILL,TOP PLATE or 61RDI=R(TOIr-NAIL): 4-8d COMMON II PER JOIST II-- -------.___ 1 FOUNDATIONS FOR NEWLY POURED • (! FOUNDATION a ONE STORY ONLY • II - --- -------- -- - --- --- - -- -'� ------------_ -_.,.___? (3) 2x FULL ENDWALL it BRIDGING TO JOIST(TOE-NAIL) �� 2-bd COMMON ��- EACH END HEIGHT STUD CORNER STUD I - - --- -- -- - -- - -- f --------- ---{ ------ ---1 •-:: _CONNEGTM TO " AT STUD TO FLOOR ASSEMBLY , BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON I EACH END - - "SIMP5oN" HDOB j ',- TRANSFER SHFFFAR (3) 2x FULL • G2 • BLOCKING TO SILL or HOEDOWN ANCHOR® I " / - TOP PLATE (TOE-NAIL) I __. - - ------------- a 2-Ibd COMMON HEIGHT STUD • I' TO STUD CONNECTION: I 3-I6d COMMON { EACH BLOCK LOCATIONS NOTED NAILS ® 6 O.G. 3 i , -- - ----- — ON PLANS I 1 i !O"O.G. IF BLOCKED i • G I FOR STRAP - 3 8 d COMMON LEDGER 5TRIP TO BEAM (FACE-NAIL) 3-I6d COMMON I EACH JOIST CORNER POST I i NAILS a EA. END OF STRAP ------------------ _...----- —_ — J015T ON LE06ER TO BEAM (TOE-NAIL) 3-5d COMMON ( PER J015T I i l l l i II j {• FOR EA. PLATE TO STUD ABOVE � OR - •_-__._...._.-------------____-- ___-- ! -• BELOW - 2 16 d COMMON NAILS 2-I6d GOI�IMON ; I , BAND JOIST TO JOIST (END-NAIL)- - - - - 3-I6d-COMMON ' r-�PER JOIST — -- NAILS a 6"!O,G. __-- i BAND J015T TO SILL or TOP PLATE (TOE-NAIL) 2-I66 COMMON I II PER FOOT j ---------------- ROOF SHEATHING F 8. P�� - _ STRUCTURAL PANELS: 11 -----------------il_._.._---------- I c� ,O "51MPSON"5TIIDI4fZJ CONNECTION DI D2 SOLID INTERIOR ZONE bd COMMON 6" EDGE / 12" FIELD 1 BLOCKING I PERIMETER ED5E ZONE s j bd COMMON 6" EDGE / 6" FIELID �[ LDOWN INSTALLA1ION OPTIONS: l o EA, MAY { &ABLE ENDWALL RAKE OR RAKE TRUSS w/ bd COMMON 14" D.G. I! I I UP TO 9" RAKE OVERHANG , FOR NEW P. GONG. FOUND.'s 1 � ' ' I HOEDOWN CAST IN PLACE w/'I/b"'D THREADED' ROD 1 I ] I `� AT STIlJ 'TO FLOOR ASSEMBLY TO SILL GEILINC SHEATHING �C o• Jloeo3 Fog EXIST P ,QNG OR NEWLY CURI2ED POUND'S I i PLATE(S) CONNECTION: D 2 r Sd COOLERS - " r� pop (PRE-DRILLED) EMBEDDED 12" INTO I i CONCRETE w/ "SIMPSON"��(HIGH STRENGTH IEPDX1f I I/2 MIN. I I..__.-_- j""""' (` I GYPSUM WAI.LEsOAt?D IF- THREADED1 ADHESIVE), 4 FOR TEMP.'S O"F-40'F ME _SIM-E aN" AT G00R a • FOR STRAP' - 3 8 d COMMON NAILS ® EA. I 7 EDGI= / 10 FIELD I (H16H STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR • END OF STRAP (WRAP STRAP UNDER SILL PL.) I i 5PEGIFIED O ,. D I • I NALL 5HEATHINC FOR EXIST. /NEW G.M.U.(GONG.BLOCK TYP.FOUND.NOTE • FILL TOP 2 GOUR5E5 50L.1D e CAST 1N PEACE;HOEDOWN o , FOR EA PLATE TO STUD AI30VE 6 OR BELOW - I �•-- =- _ FILL TO THREADED ROD _2 _6_ d COMMON NAILS l .�; ,.-----------.__. _ - - - __-- -- - _ _ - --- ---- - ----- -- ---_ STRUG!URAL PANELS 8d COMMON ' X ,� ._._ . . ._.-. ------ - - -------------.-_-__------•r--- II b" EDGE / 12" FIELD I I ---- ALTERNATE:CONFIGURATION - ABOVE STUD TO I I GYPSUM WALLBOARD I� - ----'_-_-_�, ....... STRAP w/0) 56 COOLERS II 1" EDGE / 10" FIELD 1( -•••� FLOOR GONdPIEGTION w/ # LPT4 51MP50N (OR ._ �--=-: :�-:-,---_.�::.-�-�___.-�_-.,,.____-,r----------II-•---- -= EQUAL) ® PPLATFORM TO SILL PLATES `- bd NAILS a EA.END .-- -.- ---.__--- _ - -_=-__---�- NA I L I NO/STRAFF I NGI C� 1�1 NI�OI�I/DOOR HEADER STANDARD/ALTERNATE -_. A.STTRAP TO I -- ALTERNATE USE FLOOR 5HEATHINC (SUBFLOORY I NOTTATION: SIMP50NH2.5A) A -4NUMBER OF 8d NAILS m EA.END OF STRAPt'IN6(2018 WFGM,TABLE 3.7,P. 18Q) CONNECTION E I STRUCTURAL. PANELS: I� - ---- --- -- ,1� ---- ___ ----- • 1 ...---"" I I" or LESS, I B -?NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (201b WFGM,TABLE 3.255,P. 2Q1) - 6REATER THAN I": bd COMMON I 6' EDGE / 12 FIELD G - NNUMBER OF FULL HEIGHT KIN&5TUD5 0 EA. SIDE OF HEADER(2olb WFGM,TABLE °5.23G,P. 2c12; - ..-- f !O MMON 6 ED6- 12 FIELD dCO = / „ I ALTERNATE A5 PER TABLE 3.23D,P. 2q3) I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b O.G. AT THE PANEL ED6C. �1 p -1NUMBER of Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD To END OF HEADER ® EA.SIDE ' „ -D (2olb WFGM,TABLE 3.T,P. Met) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 R1=DUGlED, I > - ANUMSER OF JACK STUDS O EA. END OF HEADER (20lb WFGM,TABLE 3 22F,P.285J PLATE(5J CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3 O.C. AT THE PANEL EDGE TO OBTAIN HIGHER j I G F -t'NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) o EA.51DE SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (20tb WFGM,TABLE$B,P. 191) 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF 1 $ I I FOR STRAP - 3 8 d COMMON NAILS CA. NAILS SHALL BE PERMITTED To n1✓ R`DUGt-D TO 1-16D NAIL PER FOOT. � -.-: I - I � .--_-.-- _-• _ ....--,-:-__-:_:--_. - .-.:.-----_--.--- -._-- --_.__.-- -_..-:-- -- -"-- "`'•••r.,.� • . END OF STRAP (WRAP STRAP UNDER SILL PLJ FOR ROOF SHEATHING W TH N 4 F THE PERIMETER EDGE OF THE ROOF, INCLUDING 4'ON EACH SIDE I t O H I -.. OF THE ROOF PEAK,THE 4' PERIMETER EDSE ZONE ATTACHMENT REQUIREMENTS SHALL BE USED. F?�STENINC SGHEDULE B , RoU&H OPENIN5 FRAMING REQUIREMENTS FOR WINDOKVOOR OFENINC75 1 -�., FOR EA. PLATE TO STUD ABOVE d OR BELOW - (IN AGGORDANGE WITH WOOD FRAME CONSTRUCTION MANUAL 200 EDITION) I `-- -2- _��? d COMMON NAILS Addition to Peros Residence • I , NOTATION I i i 815 Rabbit Lane A '' $ G D E ` F 6 East Marion, NY I ROUGH 1 f I 2'-O" I I F -- CABLE ENDWALL -D 4 I 2 2 2 2 ! SFL I G 1 N6 OF TOP FLATS' PROVIDE (2) 2"xl0" HDR (MINJI U.o.N. 1 b'-0" 5 1 3 3 3 3 BRAG I NG STRAPP I NC - REGUIRE5 SILL PLATES OF :>."xb" (MIN.) ---- - --"- --- - - I 2 3 ` 4 - - -- - -- TOP PLATE : : BAYS 13AG 2 FOR LESS RAKES PROVIDE OR - - 17 4 SPLICE TOP PLATE SPLICE REQUIREMCN75 1TOP PLATE SPLICE REOUIREMENTS K a aLoHK 0 12" IE_..... - 4-O O.G. TO AGHEIVE RAKE O.H. - -------- �� !, FOR WIND - EXPOSURES BdG - FOR WIND - EXPOSURES BAG - �I C ALL OTHER GA53-5 ONE STORY SLAB ON GRADE ROOF BUILDING !I MINIMUM SPLICE BUILDING ' I '�'` ji 1I MINIMUM SPLICE',2�'` I Porter Clapp Architects, PC DIMENSION (FT.) li LENGTH (FT) �� DIPMENVON (FT.) 11 LENGTH (FT) { rl . 1 { TYP. STRAP w/(3) a c t t Flr New York, NY 10014 It bd NAILS EA.END O" OF EA. STRAP Tel. (212) 352-1210 I: I Mobile I6'-o" !� 3'-0° '-q° i; I6'-o" II 4'-0" ATTIC I (917)653-0776 ANCHOR BOLT SFE� 1 F 1 GAT 1 ONS - I' _ .. . _ - I 20'-0" i 4'-O"/5'-O" II ! B IN 2 BAYS- -- --- . . LOCK 5 •--6' 12" SPECIFICATION (2015 WFGM TABLES 32A 4 3.28 P. 151-160) " „ „ „ 'I , „ BACK ® 4'-O` O.G. CORNER gq" � 24-O !j 4-0/5-O ' I 24-O' - - 6--0 - �NDITIDN FOR ALL STRUCTURES. i %114) ANCHOR BOLTS 0 33a" O.G. 28'-D" II 5'-O"/6'-3" -O" • i I I • 32'-O" I; 6'-O"/T'-6" t� 32' O" 8'-O" SECOND FLOOR 3b-0 1-0 /a-a , 36-0 ! � O .. „ .. „ „ �� „ � ,_ ,� title 0 NOTES: 1.TABULATED SPLICE LEN5TH5 ASSUME TOP PLATE-TO-TOP PLATE !I - _..__._.. ___._. HOLD DOWN, STRAPPING NAILING GONNEGTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE L1-N6TH5,THE NAIL 5}'AGING SHALL BE REDUCED IN ORDER TO 40'-O" II b'-0"/10'-O" " �; " BLOCKING 2 BAYS DETAILS i i 40-D I I-0 I. MIN. 7 EMBEDMENT INTO CONCRETE PROVIDE AN EWIVALENT NUMBER OF NAILS '' " date _ „ ,� �, , I , ,� ._ .!� ...... .. � �, BACK® 4-O O.G. , END W/ 3" SQUARE WASHERS AND END NUT SETUP; �; I• 2.TABULATED SPLICE LENGTHS ASSUME A SUILD1Ns LOGATtD 50-O !O-0 /12-6 I 50-O 13-O TYP STRAP,w/0) APRIL 28,2023 CONDITION 15" EMBEDMENT FOR C.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE:13 TOP TWO COURSES SOLID I I (- �I ... ... -- ...... bd NAILS Fes..END tY 5.TABULATED SPLICE LENOTH5 ARE EASED ON b FOOT WALL 60'-o" 12'-0"/15'-0" II b0'-D" 16'-D" OF EA.57RAP scale 0 2. ANCHOR5 NOTED HEREIN ARE NOT TO BE USED FOR BIGHTS FOR OTHER WALL HEIt5HT5,H,THE TABULATED UNIT _._._-- _.. . . ._ l NOTED LATERAL LOADS SHALL BE MULTIPLIED BY H/b; I -._ _ ... . OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE YVALL HEIEHTS MULTIPLY THE ABOVE 10'-O" I 14'-0" 70'-0" Iq'-O" ;� PLAN DIAGRAM OF ZONES FIRST FLOOR _ NOTED MIN.SPLICE LENGTH BY THE FOLLOKNS FACTOR I.- -- - -._- _. ----�I_._. -.-. --.----.--..--.i, (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): - " - sheet 3. ANCHOR BOLTS ARE TO BE BETWEEN b" B 121, 50'-D" II I6'-O" j 'I 80'-O" FROM ENDS AND CORNERS (TWO CD CORNERS) q'WALL-1.125 (SEE DIAGRAM TO LEFT) IO'WALL-125 I I'WALL-1.3T5 THIS COLUMN w/MULTIPLIER BACK a 4-Ol DYG. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- IS FOR IO'-o'AALL 4.TOP PLATES SHALL BEA MINIh7fJ4 OF STUD fiRADE MATERIAL A- 6