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Home My WebLink About42028-Z ��gUFFOt�o Town of Southold 9/26/2019 P.O.Box 1179 w 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40725 Date: 9/26/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 14105 Main Bayview Rd., Southold SCTM#: 473889 Sec/Block/Lot: 89.4-1.1 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 1/25/2017 pursuant to which Building Permit No. 42028 dated 10/6/2017 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: ONE FAMILY DWELLING WITH FRONT COVERED PORCH, REAR SCREENED PORCH,REAR SECOND STORY DECK AND ATTACHED GARAGE, AS APPLIED FOR The certificate is issued to Nadile,Ralph&Carrie of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0029 09-21-2019 ELECTRICAL CERTIFICATE NO. 42028 04/2/19 & 05/8/19 PLUMBERS CERTIFICATION DATED 09-10-2019 rt-, k Plu ing ho e Signature �suFFn�� TOWN OF SOUTHOLD a �k BUILDING DEPARTMENT 51 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#: 42028 Date: 10/6/2017 Permission is hereby granted to: Nadile, Ralph 62-29 82nd PI Middle Village, NY 11379 To: construct single-family dwelling as applied for per DEC & Trustee Non-Jurisdiction letters & SCHD approval. At premises located at: 14105 Main Bayview Rd., Southold SCTM # 473889 Sec/Block/Lot# 89.-1-1.1 Pursuant to application dated 1/25/2017 and approved by the Building Inspector. To expire on 4/7/2019. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION ` $2,978.00 CO -NEW DWELLING $50.00 Total: $3,028.00 i nspector Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new.use: 1. Final survey of property with accurate location of all buildings,property lines,streets,and unusual natural or topographic features. 2. Final Approval from Health Dept.of water supply and sewerage-disposal(S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters., 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1%lead. 5. Commercial building,industrial building,multiple residences and similar buildings and installations,a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings(prior to April 9,1957)non-conforming uses,or buildings and"pre-existing"land uses: 1. Accurate survey of pr6perty showing all property lines,streets,building and unusual natural"or topographic features. 2. A properly completed application and consent to inspect signed by the applicant.If a Certificate of Occupancy is denied,the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees 1. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swimming pool$50.00,Accessory building$50.00,Additions to accessory building$50.00,Businesses $50.00. 2. Certificate of Occupancy on Pre-existing Building- $100.00 3. Copy of Certificate of Occupancy-$.25 4. Updated Certificate of Occupancy- $50.00 5.' Temporary Certificate of Occupancy-Residential$15.00,Commercial$15.00 Date. New Construction: Old or Pre-existing Building: (check one) Location of Property: (c j(pS t' /j jtr1 R cap,ft " PD@ L Spec fJ� House No. — I Street Hamlet Owner or Owners of Property: Q r �3 e 0 Suffolk County Tax Map No 1000,Section - ,� Block Lot Subdivision c f:-19,�Gc ik 911 Filed Map. c Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: A `a" ,/ Request for: Temporary Certificate Final Certificate: "' check one q p �Y ( ) Fee Submitted:$ v- "aignature rg so Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 �o rop Southold,NY 11971-0959 er.richertCci�town.southold.ny.us �® BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To Ralph Nadde Address: 14105 Main Bayview Rd City: Southold St. New York Zip: 11971 Building Permit#. 42028 Section 89 Block 1 Lot 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA. MJR Industries License No: 41853-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceding Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO Detectors Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches F1 Twist Lock Exit Fixtures TVSS Other Equipment 32-KW stand by generator with 2-150a transfer switches, (disconnects) Notes Inspector Signature: Date: April 2 2019 81-Cert Electrical Compliance Form As pF S0�/��®l Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q Southold,NY 11971-0959 ;11% _roger.richert(D_town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Ralph Nadile Address. 14105 Main Bayview Rd City: Southold St: New York Zip: 11971 Budding Permit* 42028 Section. 89 Block: 1 Lot: 1.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: MRJ Industries License No: 41853-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph 300a Heat gas Duplec Recpt 61 Ceiling Fixtures 15 HID Fixtures Service 3 ph Hot Water gas GFCI Recpt 14 Wall Fixtures 22 Smoke Detectors Main Panel 2-15 A/C Condenser 4 Single Recpt Recessed Fixtures 73 CO Detectors Sub Panel A/C Blower 2 Range Recpt50a Fluorescent Fixture Pumps Transformer AppliancesN79 Dryer Recpt 2-20 Emergency Fixtures Time Clocks Disconnect 2-15 Switches Twist Lock Exit Fixtures 11 TVSS Other Equipment* 2-paddle fans, 5-bath fans, 1-range hood, 1-sauna, 2-gas furnaces, 3-GFCI circuit breakers, 13-ARC fault circuit breakers, 12-combination GFCI/ARC fault circuit breakers Notes. Inspector Signature: Date: May 8 2019 81-Cert Electrical Compliance Form(1).xls 4) ; 4 r 1t Telcptione(631)765-1802 ` Pax M 117M A09. P.O.33or 1179 '�•. � Y�• ;• . Southold,NY 11971-0959 • it BUIIIDJNG DEPARTM M • { ; TOWN OF SOUTHOLD { SEP 262019 il..• 4.rLArd�'dr DFy' n CERTIFICATION Date: ` Cl Building Permit No. Owner: (Please print) Plumber: QL. (Please print) I certify that the solder used,in the water supply system contains less than 2/10 of 1% lead. —aJ1A1& ( umbe gnature) Sworn to before me this I ; day of 2019 ' ,CHELSEA L. CHALONE ' �tary Public, State of New York : ,�agistration#01CH6287106 Qualified In Suffolk County ` . commission Expires Aug.5,20 2A ' ' 1, • . . •, ,, •". ,. ;�' Notary Public, '1� ��0 UTyo cOUNi`1,� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION - [V/JFOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ] ELECTRICAL (FINAL REMARKS: � p14 1 0 Qd'U • DATE INSPECTOR Y v BOE SOUTy �o� olo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [V FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT P ETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICA FINAL) REMARKS: : S - vr-Am 1�1 A /(w -ok Av %MA DATE q INSPECTOR olli* u y� vg SOUryo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] F ' UNDATION 1ST [ ] ROUGH PLEIG. [ F UNDATION 2ND [ ] INSULATION [ FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (F AL) REMARKS: ilAliftl DATE c3 FS INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycouffm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTOR �" I souryO� # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 INSPEC - ION [ ] FOUNDATION IST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS- DATEOV Vhn.VJ� (� DATE 3 INSPECTOR �o�aOF SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourmN�' - 765-1602 INSPECTION [ ] FOUNDATION 1ST [ ] R GH PLBG. [ ] FOUNDATION 2ND [ INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] F SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] CTRICAL (FINAL) [ ] CODE VIOLATION [ CAULKING REMAKS: blSe GOm lSA@vtkd 1 h �Uw ✓ Y t Sid on I tri ,v1 -4AA./ A- -V - DW �,�-� " r � o DATE INSPECTOR OF SOGIyO� # TOWN OF SOUTHOLD BUILDING DEPT. courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ `'] CAULKING REMARKS: DATE INSPECTORr �� TOWN OF •O r r BUILDING DEPT. 765-1802 INSPECTION FOUNDATION r FOUNDATION 2N .,,,. • FRAMING /STRAPPING FINAL fV-& FIREPLACE & CHIMNEY FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) f O, VIOLATION CAULKING I *jhtool& 4/ C._ lag , \_ X J DATE1 ;�' INSPECTOR II I qwA ho�apf SOUIyO� # # TOWN OF SOUTHOLD BUILDING DEPT. co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULAT O [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL)- [ ] CODE VIOLATION [ ] CAULKING REMARKS: Ad DATE INSPECTO SEP 1 0 2019 -1 r • 4 At do 16010flolls Spray Foam Insulation and LED Lighting 126 Narrow Lane,Bridgehampton,NY,11932-0548 p.877.572.7711 f.631.726.0312 August 15,2019 14105 Main Bayview Rd,Southold, NY 11971 Inspector, This letter shall serve as a certification of spray foam insulation installed at the above listed address. Roof- 10"Low density spray foam R-Value of 38 Exterior Walls-5.5" Low density spray foam R-Value 23 Crawl Space Walls- 2"High Density spray foam R-Value 14 Crawl Space Ceiling-4.5"High Density spray foam R-Value 30 Garage Ceiling-8" Low Density spray foam R-Value 30 If you have any questions,please do not hesitate to call me. NichAas Hemby 40e rV HERS Rater Cert# 6168385 Building Sumr L SEP 1 0 2019 Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 `' ' '' AJ - Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 RI—TOG—Homes-1 41 TOG Homes 05_Main_Bayview_Rd_HERS_QAD (1).blg Property yi1dor'Information Building Name Owners Name Mr. and Mrs. Nadile Property Address 14105 Main Bayview Rd City, St, Zip Southold, NY 11971 Phone Number Builder's Name TOG Homes Phone Number Email Address togcustomhomes@gmail.com Plan/Model Name Community/Development Identifier/Other Organization Information Organization Name Long Island HERS Inc Address P.O. Box 149 City, St, Zip Water Mill, NY 11976 Phone Number 631.726.0433 Website 'Rating NET:Information:e Provider ID 1998-146 Sample Set ID 00000000 Registry ID 959341046 Registry Date Registered 08/14/2019 Raters Name Nicholas Hemby Rater's ID 6168385 Raters Email Last Field Insp 2019-05-29 Rating Type Confirmed Reason for Rating New Home Rating Number 153 Rating Permit Date 08/13/2018 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. 0 Uding Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1R1_TOG_Homes_141 TOG Homes 05_Mai n_Bayvi ew_Rd_H ERS_QAD (1).blg ------------- General-Building Information Area of Conditioned. Space(sq ft) 5270 Volume of Conditioned. Space 54727 Year Built 2019 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 3 Foundation Type Enclosed crawl space Foundation is w/in Infiltration Volume: FALSE Enclosed Crawl Space Type Unvented Number of Stories Including Conditioned Basement 2 Thermal Boundary Location REM Default to'un, Information - v Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) FND Wall 1 Foundation Wall Enclsd 223.0 4.0 3.0 1.0 0.056 0.067 **0*** crwl->amb/grnd FND Wall 1 Foundation Wall Enclsd 22.0 4.0 3.0 1.0 0.056 0.067 **0*** crwl->garage/gmd * Uo Value Combo combines wall, airfilm, and soil path Foundation:Wall Library List - - Foundation Wall: Foundation Wall **0*** Type Solid concrete or stone Thickness(in) 10.0 Studs None Interior Insulation Continuous R-Value 14.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 1 Ins top 0.0 ft from top of wall Ins Bottom 0.0 ft from bottom of wall REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 2 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1R1_TOG_Homes_141 TOG Homes 05—Main—Bayview Rd_HERS_QAD (1).big 'Foundation;Wall Librar "'Lis _.' _ R _ 4;. _ ...ar;, _ �,- Exterior Insulation R-Value 0.0 Ins top 0.0 ft from top of wall Ins bottom 0.0 ft below grade Note Name Library Entry Location Area(sq ft) Uo Value Floor 1 Floor Over Crawl**0*** Btwn cond It enclsd crwl 2246 0.035 Floor 2 Floor**O*** Btwn cond ft garage 736 0.031 rame,F(oor Library<List Floor: Floor Over Crawl**O*** Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 9.5 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 9.5 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering HARDWOOD Note Floor: Floor**O*** Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 36.0 Cavity Insulation Thickness (in.) 9.0 Cavity Insulation Grade 1 Joist Size (w x h, in) 1.5 x 11.5 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering CARPET Note REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 3 of 16 ouilding Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 R1 TOG Homes 141 TOG Homes 05-Main-Bayview Rd_HERS_QAD (1).blg Rim and Band,Joist=Information Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade Joists Cond -> 179.00 0.0 25.0 5.5 16.0 1 0.043 ambient Joists Cond -> garage 22.00 0.0 25.0 5.5 16.0 1 0.043 Above-Grade Walt - Name Library Entry Location Exterior Color Area(sq ft) Uo Value AG wall 1 R27 2"HDSF-R13 FG**0*** Cond -> ambient Medium 3898.00 0.052 AG Wall 2 R27 2"HDSF-R13 FG**0*** Cond ->garage Medium 220.00 0.052 AG Wall 2 R27 2"HDSF-R13 FG**0*** Cond > attic Medium 150.00 0.052 17 -77 Above=Gr ide"Wal'l Library List, Above-Grade Wall: R27 2"HDSF-R13 FG**0*** Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 27.0 Frame Cavity Insulation Thickness (in) 5.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 5.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness(in) 0.5 Note Window Information= } Overhang I� Interior l Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading Nadile-Rear AGWall1 South 0.320 0.400 556.00 0.0 0.0 0.0 0.85 0.70 None None Nadile-Rear AGWall1 South 0.320 0.400 108.00 10.0 2.0 10.0 0.85 0.70 None None Nadile-Front AGWall1 North 0.320 0.400 44.00 0.0 0.0 0.0 0.85 0.70 None None Nadile-Front AGWall1 North 0.320 0.400 104.00 8.0 2.0 10.0 0.85 0.70 None None REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 4 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 R1—TOG—Homes-141 TOG Homes 05_Mai n_Bayview_Rd_H ERS_QAD (1).blg Overhangs Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading Nadile-Left AGWall1 East 0.320 0.400 64.00 0.0 0.0 0.0 0.85 0.70 None None Nadile-Right AGWall1 West 0.320 0.400 42.00 0.0 0.0 0.0 0.85 0.70 None None r.Door.l'nfol=riiafion. Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area Entry Entry.*0*** AGWall1 40.0 0.300 2.4 No Garage Steel Door**O*** AGWatl 2 24.0 0.168 5.0 No Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation Vault Roof- R38 534.00 534.00 Medium No Vaulted 0.031 No No LDSF A**O*** roof R44 2792.00 3490.00 Medium No Sealed 0.027 No No LDSF**O*** Attic ;Roof.L=ibra' List ,�.," Ceiling: Roof- R38 LDSF A**0*** Information From Quick-Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 38.0 Cavity Insulation Thickness (in) 9.5 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 9.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Vaulted Note REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 5 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 - RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1R1 TOG Homes 141 TOG Homes 05_Mai n_Bayvi ew_Rd_H ERS_QAD (1).blg ,Roo is Ceiling: � F � is Ceiling: R44 LDSF**0*** Information From Quick Fill Screen Continous Insulation (R-Value) 0.0 Cavity Insulation (R-Value) 44.0 Cavity Insulation Thickness (in) 11.5 Cavity Insulation Grade 1 Gypsum Thickness(in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 11.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Sealed Attic Note REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 6 of 16 L Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1R1_TOG_Homes_141 TOG Homes 05_Mai n_Bayview_Rd_H ERS_QAD (1).blg - c n ert=s .q m ..- .... ..,✓tti....r�.a...-........��..�.::..nK:; -:3:n...� ie.7..:.kr.;#': m u.:��.:r'...u.f._v....sr�.....,..�y-._s:..�...:r'.�"s:�. `.ea.�:.'...,v. - £:.a?�a..;.,,-�'='e�'.s..,..�,t:-:�.sr,,..1� Number of Mechanical Systems 5 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 r. -v .... ,.,....-........war..�:a�:E...Gw..: SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity (kBtuh) 30.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 195 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 .H at 5 FU - �'+�i' SystemType Fuel-fired air distribution Fuel Type Natural gas Rated Output Capacity(kBtuh) 30.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 195 Eae Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 °COOL .1 ew System Type Air conditioner REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 7 of 16 Budding Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 RI—TOG—Homes-141 TOG Homes 05_Mai n_Bayvi ew_Rd_H ERS_QAD (1).blg .r - � a E iai min .v,._..._.__�c.�.;,�.,v._._......�..._.._�...,,�.xE.........ti.�...s.,sw�'- - ��Z.,:-- .a.....,:n:.i.?^...,.e.'a.-.....rf.s..:.�...=,.,.e:�.�.•._r._^:''.Yzs-..:,,.,�.....,«. :�.>,:..`"�."..�3s: =` a"-3�'. .:: .sna Fuel Type Electric Rated Output Capacity(kBtuh) 36.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 7 it?fc1k7F'*: ='s =a R- `f'- 3 0` .:- System Type Air conditioner Fuel Type Electric Rated Output Capacity(kBtuh) 36.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 Percent Load Served 50 - �r - H Ho�:Wa erE - t t Water Heater Type Conventional Fuel Type Natural gas Energy Factor 0.87 Recovery Efficiency 0.95 Water Tank Size (gallons) 82 Extra Tank Insulation (R-Value) 2.0 Note Number Of Units 1 Location Conditioned area Performance Adjustment 100 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 8 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 R1 TOG_Homes_141 TOG Homes 05_Main_Bayview_Rd_HERS_QAD (1).blg Meechanice Equipment Percent Load Served 100 DHWEfficienciesz' All bath faucets ft showers<=2gpm false All DHW pipes fully insulated >= R-3 false Recirculation type None (standard system) Farthest fixture to DHW heater 70 TOTAL Pipelength for longest DHW run 90 DWHR unit present? false DHW Diagnostics dhwGpd 42.25 peRatio 0.73 dishwasherGpd 1.80 clothesWasherHotWaterGPD 0.24 EDeff 0.96 ewaste - 25.61 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 9 of 16 .Building Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 R1 TOG Homes 141 TOG Homes 05_Mai n_Bayvi ew_Rd_H ERS_QAD (1).blg "- �D,uctS, stems Y. s� Name Ducts Conditioned Floor Area(sq ft) 2854.0 #of Returns 3 Heating System 95 AFUE 30k**0*** Cooling System 16 SEER 3 Ton**0*** Supply Duct Surface Area(sq ft) 577.9 Return Duct Surface Area(sq ft) 321.1 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 100.0 0.0 Return Conditioned space 100.0 0.0 Test Exemptions IECC TRUE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Leakage to Outside Lt0 (Leakage to Outside) Total Duct Leakage Supply ft Return 20.00 CFM @ 25 Pascals Not Applicable Supply Only Not Applicable Return Only Not Applicable Name Ducts Conditioned Floor Area(sq ft) 2416.0 #of Returns 3 Heating System 95 AFUE 30k**0*** Cooling System 16 SEER 3 Ton**0*** Supply Duct Surface Area(sq ft) 489.2 Return Duct Surface Area(sq ft) 271.8 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 10 of 16 .BuitdNn g Summary Property Organization HERS /Wr' and Mrs. Nadiie Long Island HERS Inc Confirmed 141OSMain Bayview Dd 631.726'0433 2019'05'29 Southold, NY 11971 NichoiasHemby Rating No:153 Rater|D:6168385 Weather:Riverhead, NY Builder 0248'0154'[1R1TOG_Homes_141 TOG Homes 85—Vain—Bayvev—Rd_HER5_QuD (1).big Nobidgcavities used asducts TRUE Type Location Percent Location R'Vaium supply Conditioned space 100'0 O'O Return Conditioned space 100'0 U'O Test Exemptions |E[C TRUE RESNET2O19 FALSE ENERGY STAR Lt] FALSE ' Duct Leakage Input Type Measured Test Type Leakage toOutside LtO (Leakage to Outside) Total Duct Leakage Supply EtReturn 3U'OUCFM @5OPascals Not Applicable Supply Only Not Applicable Return Only Not Applicable REMVRate- Resdenda|EnergyAnalyosandRadng Software v1S.Q This information does not constitute any warranty ofenergy costs orsavings. (D19B5'ZO1ANORE3[O, Boulder, Colorado. Page 11 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas-Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 RI—TOG—Homes-141 TOG Homes 05—Main—Bayview Rd_HERS_QAD (1).blg lfi-atioi and Mechanical Ventilation Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 1738 CFM @ 50 Pascals Cooling Season Infiltration Value 1738 CFM @ 50 Pascals Shelter Class 4 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Unable to Measure Mechanical Ventilation TRUE Rate(cfm) 90 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 24.0 Fan Power(watts) 20.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Natural Ventilation Good Air Exchange for Multi-Family NA REWRate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 12 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1R1_TOG_Homes_141 TOG Homes 05_Mai n_Bayview_Rd_H ERS_QAD (1).big - hts,andrAP trances: Y' Rating/RESNET audit Ceiling Fan CFM/ Watt 0.00 Refrigerator kWh/yr 289 Refrigerator Location Conditioned Range/Oven Fuel Type Propane Induction Range No Convection Oven No Dishwasher Energy Factor 0.00 Dishwasher kWh/yr 247 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing No CEF 2.62 Clothes Washer Location Conditioned LER(kWh/yr) 139 IMEF 2.760 Capacity(CU.Ft) 4.500 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 12.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights% 0.0 Garage Lights% 0.0 Interior LEDs% 100.0 Exterior LEDs% 80.0 Garage LEDs% 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. Page 13 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1 RI—TOG—Homes-141 TOG Homes 05_Mai n_Bayview_Rd_H ERS_QAD (1).blg 717 -7777� Mandato Re --'menu s- IECC Requirements Verified IECC 06 false Verified IECC 09 false Verified IECC 12 false Verified IECC 15 true Verified IECC 18 true Verified NY-ECCC 2016 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: None ENERGY STAR Version 3 Appliances Amount Refrigerators 0 Ceiling Fans 0 Exhaust Fans 0 Dishwashers 0 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50%Below Grad: false Basement Floor Area 0.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 01985-2019 NORESCO, Boulder, Colorado. Page 14 of 16 Building Summary Property Organization HERS Mr. and Mrs. Nadile Long Island HERS Inc Confirmed 14105 Main Bayview Rd 631.726.0433 2019-05-29 Southold, NY 11971 Nicholas Hemby Rating No:153 RaterID:6168385 Weather:Riverhead, NY Builder 0248-0154-C1R1_TOG_Homes_141 TOG Homes 05—Main—Bayview Rd_HERS_QAD (1).blg rc ii e o`Ener Read EH °�' ;3 Home Builder ID Number_. Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. ly AC V2��0 System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 15 of 16 2015 I ECC R-406 Confirmed , RESNERESIDENTIAL ENERGY SERVICES :•f' Energy Rating Index Report Property Organization Energy Rating Index Information Builder: TOG Homes Company: Long Island HERS Inc Confirmed Address: 14105 Main Bayview Rd Phone: 631.726.0433 Rating No:153 Southold, NY 11971 Rater: Nicholas Hemby Rater ID:6168385 Date Rated: 2019-05-29 HERS®Index Estimated Annual Energy Consumption* n More Energy Rated Home Calculated Rated Home Cost ($/yr) 156 Energy Use(MBTU) 140 Heating 89.7 72 Existing iso Homes 120 Cooling 4.1 206 110 Water Heating 9.8 0 Standard 100 Lights It Appliances 30.1 1449 New Home 3 g PP 90 Photovoltaics -0.0 -0 so 70 Total 133.7 1756 Thls Home 60 53 *Based on standard operating conditions �tr YI50 40 ERI With PV: 53 30 2Q ERI without PV 53 Zero Energy 10 Home 0 Annual Estimates Less Energy Electric(kWh): 9567 CO2 Emissions(Tons): 9 Propane(Gallons): 34 Energy Savings ($)**: 1112 **Based on the 2015 IECC Energy Rating Index Reference Design Home Maximum Energy Rating Index: 54 This Home's Energy Rating Index: 53 PASS This home MEETS the Energy Rating Index Score requirements of Section 406 of the 2015 Internation Energy Conservation Code based on a climate zone of 4A. In addition to the Energy Rating Index other mandatory measures must be met. (See Mandatory Requirements on second page.) Name Nicholas Hemby Signature Organization Long Island HERS Inc Date 15 August 2019 Provider Data and Seal TITLE ' Q Company Address p p, 130,* (L(`t City, State, Zip W Arre Phone# �03 ,�2� b,L(Z Fax# d To determine if a provider is properly accredited go to : www.resnet.us/professional/programs/search_directory REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. 2015 IConfirmed Energy Rating Climate Zone 4A Mandatory Requirements (Confirmed and tested) Provision Number Topic Compliance Decision 2009 IECC Table Building thermal envelope minimum insulation levels and maximum fenestration PASS 402.1.1 or 402.1.3 U-factor and SHGC R401.3 Post a permanent certificate listing the level of efficienceies installed in the Certificate required for house CO R402.4 Envelope air leakage maximum leakage rate (3 ACH50 for CZ3-8) PASS R402.4.1/Table Comply with air sealing and insulation requirements in Table R402.4.1.1 Checklist required for CO R402.4.1.1 R402.4.4 Rooms containing fuel-burning appliances PASS* R402.5 Maximum fenestration U-factor and SHGC PASS R403.1.2 Heat pump controls PASS* R405.2 Ducts outside of conditioned space to be insulated to a minimum of R-6 PASS R403.3.2 Duct sealing on all ducts PASS* R403.3.3 Duct testing for ducts in unconditioned space PASS R403.3.5 Building cavities not used as ducts PASS* R403.5.1 Heated water circulation and temperature maintenance systems comply PASS* R403.5.3 Hot water pipe insulated to R-3 PASS* R403.6 Mechanical ventilation meeting the requirements of the IRC or IMC. Outdoor air PASS* and exhaust dampers installed R403.7 ACCA Manual J and S conducted for all heating and cooling systems ACCA Forms Required for permit R403.8 Systems serving multiple dwelling units to meet the mechanical requirements of Does Not Apply the IECC commercial R403.9 Snow melt and ice system controls installed where applicable PASS* R403.10 Pools and permanent spa energy consumption meet requirements for heaters, PASS* time clocks and covers R403.11 Portable spas meet the requirements of APSP-14 PASS* R404.1 High efficacy lights installed in 75%of permanently installed fixtures PASS *Rater has verified that all systems are in compliance with IECC rules. REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. Page 2 of 2 REWRate - Residential Energy Analysis and Rating Software v15.8 New York Compliance Lertificate Project Title: Report Date 2019-05-29 Data Filename 0248-0154-C1R1_TOG_Homes_14105_Main_Bayview_Rd_HERS_QAD (1).blg Energy Code 2015 IECC as amended by the 2016 Supplement to the New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Natural Gas Glazing Area Percentage 22% Heating Degree Days 5294 HERS Index 53 Construction Site Owner/Agent Designer/Contractor HERS Rater 14105 Main Bayview Rd Mr. and Mrs. Nadile TOG Homes Long Island HERS Inc Southold, NY 11971 14105 Main Bayview Rd 20 Weesuck Ave Nicholas Hemby Southold, NY 11971 East Quogue, NY,11942 Certification#6168385 631.726.0433 Building Information Conditioned Area (sq ft) 5270 Conditioned Volume (cubic ft) 54727 Insu ated Shell Area (sq ft) 11475 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Fail Duct R-Value Pass Maximum Energy Cost($/yr) 2164 Maximum UA 798 Your Home Energy Cost($/yr) 2012 Your Home UA 700 Worse Than Code (Perf): 17.7% Better Than Code (UA) 12.3% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: Roof- R38 LDSF A**0*** 534 38.0 0.0 17 Roof 2: R44 LDSF**0*** 2792 44.0 0.0 75 Above-Grade Watts AG Wall 1: R27 2"HDSF-R13 FG**0*** 3898 27.0 0.0 201 AG Wall 2: R27 2"HDSF-R13 FG**0*** 220 27.0 0.0 11 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. 0 1985-2019 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v15.8 New York Compliance' Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA AG Wall 3: R27 2"HDSF-R13 FG**0*** 150 27.0 0.0 8 Joist 1: Cond -> ambient 179 25.0 0.0 0 Joist 2: Cond -> garage 22 25.0 0.0 0 Window 1: Pickard Windows**0*** 918 0.320 294 Door 1: Entry**0*** 40 0.417 0 Door 2: Steel Door**0*** 24 0.200 0 Floors Over Garage Floor 2: Floor**0*** 736 36.0 0.0 23 Floors Over Uncond. Crawl Space i r 1: Fl er **0*** 2246 30.0 0.0 79 tion 1.91 Clg: 1.91 ACH50 Mechanical Equipment Heating: Fuel-fired air distribution, 30.0 kBtuh, 95.0 AFUE. Heating: Fuel-fired air distribution, 30.0 kBtuh, 95.0 AFUE. Cooling: Air conditioner, 36.0 kBtuh, 16.0 SEER. Cooling: Air conditioner, 36.0 kBtuh, 16.0 SEER. Water Heating: Conventional, Gas, 0.87 EF, R-2 wrap. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name -Title Signature Date Rater I, Nicholas Hemby of Long Island HERS Inc, certify that the home listed above, as modeled meets or exceeds all requirements of the 2015 IECC as amended by the 2016 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. I further attest that I am a certified Home Energy Rater and affiliated with � L a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Name -Title Signature Date REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. Page 2 of 2 nome Energy Rating Certificate Property HERS Mr. and Mrs. Nadile Rating Type: Confirmed Certified Energy Rater: Nicholas Hemby 14105 Main Bayview Rd Rating Date: 2019-05-29 Rating Number: 153 Southold, NY 11971 Registry ID: 959341046 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 53 Heating 89.7 $72 4% General information Cooling 4.1 $206 12% Conditioned Area 5270 sq. ft. House Type Single-family detached Hot Water 9.8 $0 0% Conditioned Volume 54727 cubic ft. Foundation Enclosed crawl space Lights/Appliances 30.1 $1449 82% Bedrooms 3 Photovoltaics -0.0 $-0 -0% Service Charges $30 2% Mechanical Systems Features Total 133.7 $1756 100% Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 39.12 CFM25. &�C_r_ Ventilation System Exhaust Only: 90 cfm, 20.0 watts. i ALL Programmable Thermostat Thermostat Heat=Yes; Cool=Yes C_ Z6 l L' Building Shell Features 2ol (,— Ceiling Flat NA Slab None Sealed Attic R-44.0 Exposed Floor R-30.0 Vaulted Ceiling R-38.0 Window Type U-Value: 0.320, SHGC: 0.400 Above Grade Walls R-27.0 Infiltration Rate Htg: 1738 Clg: 1738 CFM50 Foundation Walls R-14.0 Method Blower door TITLE a Company L010Cw Lights and Appliance Features Address R c-. $oYL- i 9 Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Propane City, State, Zip W A.1,t:rg N ) S b Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Electric Phone# 1p3?. Q2j Refrigerator(kWh/yr) 289 Clothes Dryer CEF 2.62 Fax# Dishwasher(kWh/yr) 247 Ceiling Fan (cfm/Watt) 0.00 REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy costs or savings. ©1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. H � �ERS PER ® N C E HE�de More Energy' E K E RGY "' 150 140 T{ Existing 130 IL51 Homes 120 LEI Standard :';'j 110CERT� MCATE New Home r;_ _� 700 90 80 70 60 Thls Home 50 53 40 30 20 Zero Energy 10 Home, 0 Less Energy Estimated Annual EnergyEstimated Annual,Energy Consumption: "2000' -,150.0 1500 °..:, �J x'9'25.0"1 -100.0 1.000 ., ° :x' '" ' 75.0 `500 ; _ -500 z i 0, >K1 1411111111 t" °'�P 77 .; 30 r j;i . tEl _ t, a) coApA P OJj Q_ } N . V,. M - }+ . - _ C C C d V - _ 1 4-1 o (a J- co J a) . 01 ar di o,, v o 0 0 o _ V _ >O _ l> _ ,., y > 41,iy tofl O tJ _ L 0.. -- - - L j J-. N 3 an J- Address 14105 Main Bayview'Rd Annual Estimates* TITLE Southold, NY 11971 Electric(kWh): 9567 Company L-t.V& Wc:, 14PEo-.$ -5-,uc- House Type Single-family detached Propane(Gallons): 34 Address V.f, gum (Y� V3P7h,-"L 1'4T-LL, eJY, i)S"76 Cond. Area 5270 sq. ft. CO2 emissions(Tons): 9 Certified Rater Nicholas Hemby Rating No. 153 Annual Savings**: $1963 Rater ID 6168385 Issue Date August 15, 2019 * Based on standard operating conditions Registry ID 959341046 Certification Inspected and Tested ** Based on a HERS 130 Index Home Rating Date 2019-05-29 REM/Rate- Residential Energy Analysis and Rating Software v'9 5.83 This information does not constitute any warranty of energy costs or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 1 1 . ' • ' COMMENTS _ Liv"�r oft i' FOUNDATION BMS` 1 -M i . / . 1 VRpolROUGH FRAMING& PLUMBING DAN qu INSULATION PER N.Y. STATE ENERGY CODE U*wil ADDITIONAL �_1 CO —- BMW ifWVWWJ , r� ' r jr El 9 / `= �� \ TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST 1101' ,DING DEPARTMENTD �O Do yQu have or need the following,before applying? W TON HA�'L- �C� Board of Health SOUTHOLD, NY 11971 DD \14 sets of Building Plans TEL: (631) 765-1802 JAN 2 5 -2011Planning Board apnr�va] FAX: (631) 765-9502 �ySurvey SoutholdTown.NorthForkxet PERMIT NO. 7_ P _� _ \ C�laeein BUILDIN vSeptic Form TOWN OF SOUTHOLD N.Y.S.D.E.C. �- C( Trustees i� kip C.O.Application f \1 Flood Pen-nit Examined v /4 ,20n --sinbiA R. sepwate C�{ DI Storm-Water Assessment Fonn / Contact: Approved ® ` ,20 2017 Mail to: Disapproved a/c DUILDING DEPT. Off,BOUT' Phone: 0531 Expiration ,20r, Buildin&&Wor j. - r , APPLICATION FOR BUILDING PERMIT Date lq , 20 INSTRUCTIONS 140 a. This application MUST be completely filled in by•typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises, relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application,the Building Inspector will_issue a Building Permit-to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so'ever until.the Building Inspector issues a Certificate of Occupancy. , f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from'such date,-If no zoning`•�amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize, in writing,the extension of the pen-nit for an addition six months, Thereafter, a new permit shall be required. 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, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws,ordinances,building code, sin de,'and regu tions, nd to admit authorized inspectors on premises and in building for necessary inspections. (Signature of app 'ca tor name, if a corporation) ,DO o)c qcP, C SuefIUf�I P-C)gg7 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Name of owner of premises P"iTh klati� la, (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer - (Name and title of corporate officer) Builders License No. Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: l qlo!�- i3)A71ot nrKikikeoi3)71 aaLA - House Number 9treet Hamlet County Tax Map No. 1000 Section Sq Block 1 Lot Subdivi,ion act %,r\<, Filed Map No. q)( Lot e 2. State existing use and occupancy'of premises and intended use and occupancy of proposed construction: a. Existing use and occupancy Q-(bX r b., Intended use and occupancy ` 1 ' - V( 3. Nature of work (check which applicable):New Building - Addition Alteration Repair Removal Demolition Other Work ' (Description) ' 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units Number of dwelling units on each floor_ in If garage, number of cars ?� 6. 'If business, commercial or mixed occupancy, specify nature and extent of each type of use. Y)� 7. Dimensions of existing structures, if any: Front_ nr Rear , ( Depth IQ Height��a Number of Stories ,0,l ��c r Dimensions of same structure with alterations or additions: Front a Rear (e� Depth Height_C)Ir, Number of Stories (Q 8•.—Dimensions of entire new construction: Front_4 ILA l 16�l Rear_ 1�.`-� � to 11 Depth _5 S Height 13jq %i'b-`L Number of Stories 9. Size of lot: Front 0 Ct) Rear �' Depth M CE r �i 7" ��,r �.�rte,, c' 10. Date of Purchase -Name of Former Owner RMryy)M 1,vAeb, &LSGi ka 11. Zone or use district in which premises are situated ?- 0 12. Does proposed construction violate any.zoning law, ordinance or regulation?YES NO --,L 13. Will lot be re-graded? ;YES NO Will excess-fill,be removed from premises?YES , NOEL 14. Names of Owner of premisesPa-16K MnA,)le,- Address mtdd/e W(tqo)A#'K.3aPhone No.71 Name of Architect �u L�e Address i t.j c."go V&&� v (68 Phone'No Name of Contractor Address kb�' tl FJY II- Phone No. 15 a. Is this property within 10.0 feet of a tidal wetland or a freshwater wetland? *YES'J4— 'NO * IF YES, SOUTHOLD TOWN TRUSTEES.&D.E.C.-PERMITS MAY"BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES NO )t- * * IF YES, D.E.C. PERMITS MAY'B9REQUIRED. 16. Provide survey, to scale, with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below,must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES, PROVIDE A COPY. AMANDA R.DICKEY STATE OF NEW YORK) NOTARY PUBLIC,STATE OF NEW YORK �S: Registration S olk Co39439 unty COUNTY OF� Qualified in Suffolk County Commission Expires March 28,20 being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, 1 (S)He is the V%��n�r (Contractor,Agent, Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me tl day of 20 r Notary Pub is Signature of Applicant 4 _ S John M.Bredemeyer IIp�SD I,President �, �° �/y�� Town Hall Annex Michael J.Domino,Vice-President ® 54375 Main Road James F.'King,Trustee P.O.Box 1179 Southold,New York 11971-0959 Dave Bergen,Trustee Charles J.Sanders,Trustee a� a 1 Telephone(631)765-1892 � Jt�„ Fax(631)765-6641 BOARD OF,TOWN TRUSTEES TOWN OF SOUTHOLD December 28, 2015 Glenn E. Just J-M-O. Environmental Consulting Services PO Box 447 Quogue, NY 11959-0447 RE: RAYMOND & STELLA AKSC@N 14105 MAIN BAYVIEW ROAD, SOUTHOLD SCTM#'1000-80.1®1.1 Dear Mr. Just: The Southold Town Board of Trustees reviewed the site plan prepared by Barrett, Bonacci &,Van Weele, PC, last dated October 5, 2015, and performed a field inspection on December 21, 2015, and determined that the proposed construction of a single- family dwelling, associated sanitary system, swimming pool, decking, and driveway is out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above,'orwithin 100' landward from the top of the bluff, without further, authorization from the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to'prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. 2 This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. Sincerely, John M. Bredemeyer, III, President Board of Trustees JMB:eac NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NON-JURISDICTION - FRESHWATER WETLANDS ACT December 9, 2015 Ralph Nadile 32-29 82 Place Middle Village, NY 11379 Re: DEC:# 1-4738200002 Aidans Way Southold, NY 11971 SCTM# 1000-89-1-1.1 Dear Mr. Nadile: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: Your proposed project,to construct a single family dwelling and associated structures, as shown on the survey prepared by Barrett, Bonacci &Van Weele last revised October 27, 2015, is more than 100 feet from regulated freshwater wetlands. Therefore, in accordance with the current Freshwater Wetlands Land Use Regulations (6NYCRR Part 663), no permit is required under the Freshwater Wetlands Act. Be advised, that all construction, clearing, and/or ground disturbance must remain more than 100 feet from tho freshwater wetland boundary. In addition, all excavated sediments must be contained on your property and prevented from washing into the street-and subsequently into the wetland. Furthermore, any additional work, or modification to the project as described, may require authorization by this Department. Please contact this office if such are contemplated. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Very truly yours, George W. Hammarth Permit Administrator sla cc: BOH V;' IJEWYORK De artmentof S � Environmental �� Conservation C "I' APPLICATION a PAGE 1 of 4 TOWN OF SOUTHOLD FLOODPLAIN DEV LOPMENT PERMIT APPLICATION This form is to be tilled out in duplicate. SECTI N I- GENERAL PROVISIONS APPLICANT to read and i 1. No work may start until a permit is issued. 2 The permit may be revoked if any false statements are made herein. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfill local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Adm ' a or or his/her representative to make reasonable inspections required to verify compliance. 8. I,THE APPLICANT,CERTIFY THAT ALL A ENTS �A�'I"ACHMEMS TO THIS APPLICATION ARE,TO THE OF M EDGE,TRUE AND ACCURATE. (APPLICANT'S SK,*ATURE) DATE I� // - SEMON Z: PR P ED DE#iLOPMENT a om 1 ted v APPLIC NAME ADDRESS TEL PH NE 107 APPLICANT c� �6 n E• lAag a BUILDER ENGINEER -PROJECT LOCATION: • To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the sweet address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark. A sketch attached to this application showing the project location would be helpful. vima FDP(,93) 14105 Main Bayview Rd-Google Maps https://www.google.com/maps/place/14105+Main+Bayview+Rd,+Sou... Google Maps 141,05 Main Bayview Rd Eeach Rd ` __. C?dar Eeaeh F -- .W ma, `- F, _ .* Tiamsraam - h`, Rd r - �,.1^✓ate der " y .- - V-oogle ,a' Map data©2016 Google 200 ft 14105 Main Bayview Rd Southold,NY 11971 1 of 1 9/26/2016 11:32 AM APPLICAT10N PAGE 2 Of- 4 ---- DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVTTYTRUSCTU_RL- TYPE 'New Structure ❑ Residential.(I-4 Family) ❑Addition ❑ Residential (More than 4 Family) ❑ Alteration ❑ Non-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Cowbincd Use (Residential & Commercial) ❑ Demolition F ❑ Manufactured (Mobile) Home (In Manu- 0 Replacement factured Home Park? ❑ Yes) ESTIMATED COST Of PROJECT S B. OTHER DEVELOPMENT ACTIVITIES: ❑ Fill ❑ Mining ❑ Dr'iliing 21,Grading ❑ Excavation (Except for Structural Development Checked Above) 0 Watercourse Alteration (Including Dredging and Channel Modifications) D Drainage Improvements_(Including Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) 0 Individual Witer or'Se r System o - ❑ Other (Please Spec7y) After completing SECTION 2, APPLICAAGT should submit form to Local Administrator for re%iow. is ION 3: DPLAIN DETERMINATd N o e completed by CAL ADN NI ROTOR The proposed development is located on FIRM Panel No. Dated The Proposed Development: ❑Is 1located in a Special Flood Hazard Area (Notify the applicant that the application 'M review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). O Is located in a Special Flood Hazard Arca. FIRM zone designation is 100-Year flood elevation at the site is: Ft. NGVD (MSL) ❑ Unavailable ❑The proposed development is located in a floodway. FBFM Panel No. Dated ❑ See Section 4 for additional instructions. SIGNED DATE ` APPLICATION # • PAGE 3 OF a SECTION a ADD(TIQf�IAL ENFORMATION REC)UIREI) fTo he completed by LQCAL ADMIhlISTRATnR� The appbcant must submit the documents checked below before the application can be processed. 114A site plan showing the location of all existing structures, water bodies, adjacent roads, log dimensions acrd proposed development. i(Devclopwent plans, drawn to scale, and specifications,including where applicable:details for anchoring structures,proposed elevation of lowest floor(including basement),types of water resistant materials used below the First floor,details of floodprooftng of utilities located below the first floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans(If the subdivision or other development exceeds 50 lots or 5,aQcs,whichever is the lesser, the applicant must provide 100-year flood elevations if they are not otherwise available). ❑Plans showing the extent of watercourse relocation and/or landform alterations. ❑Top of new fill elevation Ft. NGVD (MSL). ❑ Floodyroofrng protection level (non-residential only) Ft:NGVD (MSL). For flo!Qroofed structures, applicant must attach certification from registered engineer or architect. ❑ CertificationL from a registered engineer that the proposed activity in a regulatory floodway will not result in Any increase in the height of the 100-year flood. A copy of all data and calculations supporting this finding must also be submitted. ❑ Other: SECTION 5 PERMIT DE7ERM1Nt4T1ONfTo bo completed by I.00AI. DMIINISTRATORI I have determined that the proposed activity.A:❑Is B.❑ Is not in conformance with provisions of Local Law # . 19 . The permit is issued subject to the conditions attached to and made pan of this permit. SIGNED , DATE 1f BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. IfDOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals n APPLICATION a PAGE 4OF4- APPEALS' Appealed to Board of Appeals? ❑ Yes O No Hearing date: Appeals Board Dectsioo --- Approved? ❑ Yes ❑ No Coaditious f SECTION G; AS-BUILT ELEVATIONS, (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided,for project structures- This section must be completed by a registered professional engineer or a licensed land surveyor (or attach a certification to this application). Complete I or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor,including basement(in CoastalHit=_h Haaard Area , bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FI. NGVD (MSL). 2. Actual (As-Built) Elevation of floodprooPmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. "i, SECTION 7 COMPLIANCE AM QN (To be completed by I:OCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on,inspection of the project to entre compliance with the community's local law for flood damage prevention. INSPrCTIONS: DA'T'E BY DEFICIENCIES? OYES ❑ NO DATE BY - DEFICIENCIES? ❑YES Q NO DATE BY DEFICIENCIES? OYES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCEC]Fo be completed by LOCAL AD UNTSTRATOR) Certificate of Compliance issued: DA'T'E: BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area C a f • TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (O" ER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT. PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O NEW BUILDING ❑EXISTING BUILDING O VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW #� , 19-, AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) COUNTY OF SUFFOLK STEVEN BELLONE SUFFOLK COUNTY EXECUTIVE REAL PROPERTY TAX SERVICE AGENCY PENNY WELLS LAVALLE MAI,CCIM,CCD 41?fl,S' Advanced Real Estate Information System DIRECTOR VIA EMAIL Michael Verity, Chief Building Inspector Town of Southold Building Department d RC[2D'VR P.O. Box 1179 D Southold, NY 11971-0959 OCT - 6 2017 Re: 14105 Main Bayview Road, Southold, NY BUTLDING D]EPT. Ralph and Carrie Nadile/Owners on Record T®W�Ti OFSOUTHOLD SCTM #1000-089-01-1.1 Dear Mike, The office of Real Property Tax Service Agency has been asked to review the history of the above named parcel. Based on our research we do not believe a correction deed is in order as you would not be correcting an error.The verification department has confirmed they would not accept a correction deed for this parcel. The area in question is labeled as 'Tennis Courts and Playground' on Filed Map#90, Cedar Beach Park. Please note that this parcel is actually not part of the filed map. It is an out parcel. Had it been intended to be part of the filed map it would have included dimensions. It has been determined that neither the map filier, or his successor in interest had title to the subject property and that none of the residents of the Cedar Beach Park filed map had any right or title in the subject property. This label 'Tennis Courts and Playground' on the filed map has no legal standing as the map filier had no interest in the subject property. This label is seen merely as descriptive in nature. There are no covenants or restrictions of record filed with the Suffolk County Clerk restricting the use of this parcel. It is our understanding that the Southold planning board has passed a resolution granting the subject property as a buildable lot. This office agrees with the Town of Southold planning board. Si erely, o-gam, Janet de Blasi Map Drafter II 300 Center Drive,Riverhead,New York 11901—3398 Phone: (631)852—1550; Main Fax:(631)852-1566 Drafting Fax:(631)852—2938 "DIAL 852-cops-FOR NON-EMERGENCY POLICE CALLS IN SUFFOLK COUNTY" A AILING ADDRESS: PLANNING BOARD MEMBERS O �F $Q�j� P.O.Box 1179 DONALD J.VIT Chair �s .�� r Southold, NY 11971 =;e j'a G3 OFFICE LOCATION: WILLIAM J.CREI4IERS m= w ✓`' Town Hall Annex 1?�IERCE RAFFERTYrn # YEf { G �� •;:�s-:-� � 54375 State Route 25 JAMES H.RICH IIIl ,. ,ya- (cor.Main Rd. &Youngs Ave.) �IARTIN H.SIDOR ��[]� �a Southold,NY ' Telephone: 631765-1938 r www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD September 26, 2017 Mar in Finnegan, Esq. Twomey, Latham, Shea, Kelley, Dubin & Quartarato LLP 33 West Second Street P.O. Box 9398 Rive'rhead, NY 11901 Re: 14105 Main Bayview Road, Southold NY SCTM#1000-89-1-1 r Dear Mr. Finnegan: The following resolutions were adopted at a meeting of the Southold Town Planning Board on Monday, September 25, 2017: WHEREAS, on December 20, 1927, a map entitled "Subdivision Map of Cedar Beach Park"was filed in the Office of the Suffolk County Clerk; and i WHEREAS, the aforementioned map included the property known as 14105 Main Bayiew Road, Southold, and identified on the Suffolk County Tax Map as Lot# 1000- 89- -1 (hereinafter referred to as the Subject Property), with a notation "Tennis Courts and�Playground"; and WHEREAS, it is the understanding of the Planning Board that the owner of the subject property has applied for a building permit but has been denied based upon the notation on the aforementioned map of"Tennis Courts and Playground" as well as a reference to the notation in the deed for the subject property; and WHEREAS, the filing of the aforementioned map pre-dates the Town's adoption of a Zoning Ordinance, was prior to the creation of the Planning Board, and was not subject to review by any board; and WHEREAS, there are no covenants or restrictions of record filed with the Office of the Suffolk County Clerk; and i i I Southold Town Planning Board Page 2 September 26, 2017 WHEREAS, the subject property was the subject of an action to Quiet Title, wherein it was determined that the neither the map filer, or his successor in interest had title to the subject property and that none of the residents of the Cedar Beach Park Subdivision had any right or title in the subject property; and WH REAS, based upon a Stipulation of Settlement in the aforementioned litigation to Qui t Title the Planning Board granted an application for a Lot Line Modification and grar ted access to the subject property over a neighboring parcel; and application the Planning WH�REAS, m granting the aforementionedpp 9 Board made no me tion of, and did not require the filing of any covenants and restrictions limiting the use of the subject property; and WH REAS, the Planning Board has been advised by the Town Attorney that the 1 notation of"Tennis Courts and Playground" on the aforementioned map is a legal nullity bec use the map filer had no interest in the subject property; and I WH REAS, the Town Attorney has advised the Planning Board that it is the opinion of the Office of the Town Attorney that the subject property is a buildable lot and that a building permit could and should issue; therefore be it RE OLVED, that based upon record before the Board and the advice of counsel, the Planning Board hereby determines that any designation of the subject property as "Tennis Courts and Playgrounds" is a legal nullity and should merely be interpreted as descriptive in nature in identifying the subject property; and be it further RE OLVED, the Planning Board hereby determines that the subject property is a buil able lot. i If you have any questions regarding the information contained in this resolution, please contact the Planning Board Office. Very truly yours, r Donald J. Wilcenski Chairman i i i Twomey, Latham, MAILING ADDRESS Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 Riverhead,New York 11901-9398 Attorneys at Law MAIN OFFICE: Thomas A Twomey,Jr 33 West Second Street (1945-2014) Riverhead,New York 11901-9398 Stephen B Latham John F Shea,III V Telephone:631.727.2180 D Christopher D Kelley Facsimile:631.727.1767 David M Dubin 0 www.suffolklaw.com Jay P.Quartararo t Peter M.Mott 9 Janice L Snead SEP 1 9 2017 Anne Marie Goodale mfinneganna,suffolklaw.com Bryan C Van Cott• Extension 265 Kathryn Dalli � � �DEPT. Direct Fax: (631)574-1258 Laum I.Dunathan Lisa Clare Kombnnk TOWN OF S®uirROLD Patrick B Fife Martin D.Finnegan Reza Ebrahimi Jeffrey W.Pagano September 15, 2017 Bryan J Dmgo Bernadette E Tuthill Craig H Handler Via First Class Mall Alexandra Halsey-Storch Melissa S.Doris Daniel R Bernard•t Ms. Susan Pontino, Permits Examiner Katerma Gnnko Lorraine Paceleo Town of Southold OF COUNSEL P.O. Box 1179 Kevin M.Fox Southold,NY 11971-0959 Kelly E Kmirons Karen A Hoeg Patricia J Russell Jennifer P Nigro Re: 14105 Main Bayview Road, >Southold NY • Donald Mabry• Ralph and Carrie Nadile/Property Owners 0NY&LA BARS SCTM#1000- 89-1-1 t LLM INTAXATION NY&NJ BARS NY,NJ&PA BARS • CA&WIBARS Dear Sue: As we discussed, enclosed please find our firm's check in the sum of$50 representing the fee for renewing the Notice of Disapproval dated July 18, 2017 regarding the above-referenced matter. Kindly mail us the renewal document when it is available. If you have any questions, please feel free to contact me. Thank you for your assistance. Very truly yours, D OTHER OFFICE LOCATIONS 20 Main Street Martin D. Finnegan East Hampton,NY 11937 631.324.1200 51 Hill Street MDF/lk Southampton,NY 11968 Enclosure 631.287.0090 490 Wheeler Road Suite 150 Hauppauge,NY 11788 6312651414 56340 Main Road P.O.Box 325 Southold,NY 11971 631765 2300 Pontino. Susan From: Martin Finnegan <mfinnegan@suffolklaw.com> Sent: Friday, September 15, 2017 10:49 AM To: Pontino, Susan Cc: Lynne Krauza Subject: 14105 Main Bayview Rd - 1000-89-1-1.1 Hi Sue, Can you please extend the Notice of Disapproval again on this property. Lynne will send a check in today. Please let me know if you need any more information. Thanks and have a great weekend. Martin D. Finnegan, Esq. Twomey, Latham,Shea, Kelley, Dubin&Quartararo, LLP 33 W.Second Street P.O. Box 9398 Riverhead, NY 11901-9398 main:631-727-2180 Ext.265 direct fax: 631-5741258 mfinnegan(cDsuffolklaw.com I www.suffolklaw.com Confidentiality Notice: The information contained in this e-mail and any attachments may be legally privileged and confidential. If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please notify the sender and permanently delete the e-mail and any attachments immediately. You should not retain,copy or use this e-mail or any attachment for any purpose, nor disclose all or any part of the contents to any other person. Thank you. 1 MemorandLun To: Michael Verity, Chief Building Inspector Cc: Scott Russell, Supervisor Heather Lanza, Planning Director AmandaNunemaker, BuildingDeparhnent From:William Duffy, Town Attorney W111-T Date: 9/18/2017 Re: Building Permit Application of Nadile Please allow this memorandum to memorialize my email of July 12, 2,017 with regard to the above application and serve as the final opinion of this office on the matter. Originally, Daimon Hagan issued an opinion that the subject lot could be used for recreational purposes and was not a buildable lot based on a subdivision map entitled "Subdivision Map of Cedar Beach Park" filed December 20, 1927 ("the original subdivision map") whereon the subject lot was labeled "Tennis Courts and Playground." It is my understanding that at that time Mark Terry from the Planning Department also issued a similar opinion. Thereafter, I had a meeting with Mr. Lark on behalf of the applicant. At that time Mr. Lark's presentation did not persuade me that either Damon's or Mark's opinion was incorrect. As you are aware, shortly after my meeting with Mr. Lark, Martin Finnegan took the matter over on behalf of the applicant. After meeting with Martin, and reviewing all the relevant documents, my opinion, as set forth below in detail, is that the subject lot is buildable and a building permit can be issued. This opinion is based on several factors, including, that the original subdivision map was not subject to review or approval by a reviewing board, that when the planning board approved a lot line modification it did not require the filing of covenants and restrictions that restricted the use of the lot for recreational uses, and the court determination that held that the individual that filed the original map had no rights or interest in the subject lot. The subject lot was designated on the original subdivision reap as "Tennis Courts and Playground." This designation was made by the individual who filed the reap, and was not a determination or requirement of a reviewing board. The filing of the original subdivision map pre-dates the adoption of the zoning code, was prior to the existence of Page 1 of 2 the Town Planning and therefore did not receive any board approval_or review. As _ such, the subdivision was not subject to any type of yield calculation, clustering, or open space requirement where the designation of the lot as one for a recreational use could be seen as a limitation of the use of the lot. Similarly, at the time of the filing of the original subdivision map, no covenants restricting the use of the property were recorded against the subject lot. In 2009, the subject lot did come before the Planning Board as part of an application for a lot line modification pursuant to a stipulation entered into by the parties to a litigation commenced to quiet title (the litigation is discussed below). There, the applicants sought to adjust the lot lines so that there could be access to the subject lot. This application is noteworthy for two reasons. First, it could be argued that there would be no reason for a Planning Board to grant access to the lot by an easement if in fact the lot was not a buildable lot. Second, and more important, if the Planning Board did intend for the lot to be one for recreational uses only, it could have required the filing of covenants and restrictions, but it did not. Finally, and, to me, most important is the litigation to quiet title. In that case the Court determined that the individual that filed the map had no rights or interests in the subject lot. Therefore, any intent of the individual who filed the original subdivision snap to limit the use of the subject property is null and void. Therefore I am of the opinion that the lot is a buildable lot and that a building permit should issue. As stated above, it is my understanding that the planning department originally objected to a building permit being issued for the lot based on the designation on the filed map. However, I have discussed the revised opinion of this office with the Director of Planning and it is my understanding that based on that revised opinion the Planning Department has no objection to the building permit being issued. As part of the denial of the building permit it is my understanding that the Building Department was also requiring the filing of new or corrected deeds that removes the references to the designation of lot on the original subdivision snap as "Tennis Courts and Playground." As discussed above, no covenants or restrictions that would restrict the use of the subject lot have been recorded. I have had the opportunity to review the deed in question. It appears the use of those terms only serve to help identify the property by referencing the location of lot on a filed map, which is a common practice. The deed in no way puts any restriction or covenant on the property by restricting the use of the lot to recreation. Therefore, I do not feel that the filing of a Deed that removes that language is necessary prior to the issuance of a building permit. For your reference I have enclosed copy of Martin Finnegan's June 8, 2017 letter to me as well as decisions of the Planning Board dated December 9, 2008 and May 12, 2009. If you would like to discuss this matter further, please feel free to contact me. Page 2 of 2 r Twomey, Latham, MAILING ADDRESS. Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 Riverhead,New York 11901-9398 Attorneys at W— MAIN OFFICE• -homas A.Twomey,Jr. 33 West Second Street 1945-2014) Riverhead,New York 11901-9398 itephen B.Latham III Telephone:631.727.2180 ohn F.Shea,I :hristopher Kelley Facsimile:631.727.1767 )avid M.Dubin www.suffolklaw.com ay P.Quartararo i 'eter M.Mott anice L.Snead lnne Marie Goodalc miinnegan iilsuffolkla%,v.com Iryan C.Van Cott• Extension 265 ;athryn Dalli .aura 1 Dunathan Direct Fax: (631)574-1258 .isa Clare Kombrink atrick B.Fife Melissa H.Sidor Martin D.Finnegan o teza Ebrahimi June 8, 2017 Iryan J.Drago Icmadette E.Tuthill :raig H.Handler Via Electronic Mail klex:mdra Halsey-Storch Mehm S.Doris kniel R.Bernard•. William Duffy, Town Attorney ;aterina Grmko iF COUNSEL Town of Southold :cvin M.Fox P.O. Box 1179 wren A.Hoeg Southold,NY 11971-0959 ;clly E Kinuons ennder P.Nigro 'arrieia J.Russell Re: 14105 Main Bayview Road, Southold, NY NY 6rA MRs LLM MTAxxn,; Ralph and Carrie Nadile/Property Owners NY 6 M BARS NY NJ&PA BARS SCTM#1000- 89-1-1 Dear Bill: As you are aware, this office represents Ralph and Carrie Nadile, who are the current record owners of the above-referenced parcel ("subject property"). In furtherance of our conference regarding this matter, I am writing to request your confirmation that the subject property is a recognized lot pursuant to Section 280-9 of the Town Code and is, therefore, a buildable lot. As you are aware, the land comprising the subject property was included in the Subdivision Map of Cedar Beach Park, filed December 20, 1927, and designated thereon as "Tennis Courts and Playground." Since the filing of this map with Suffolk County predated the adoption of the zoning code and the creation of a Planning Board in the Town of Southold, there are no covenants or restrictions of record limiting the use of the THEROFFICE LOCA'IiONS- subject property to tennis courts and a playground. As discussed,previous litigation 0 Main Street ast Hampton,NY 11937 regarding ownership rights to the subject property resulted in a finding that neither the 31.324 1200 map filer or his successor in interest, the Cedar Beach Park Association, Inc., had title to 1 Hill Street the subject property and none of the residents of the Cedar Beach Park subdivision have outhampton,NY 11968 31.287 0090 any right or interest therein. It appears, therefore, that the designation "Tennis Courts ?0 Wheeler Road and Playground" has no legal significance and is merely descriptive in nature. uite 150 auppauge,NY 11788 31.265 1414 5340 Main Road O.Box 325 3uthold,NY 11971 I1 765.2300 William Duffy, Town Attorney June 8,2017 Page 2 of 2 We submit that the subsequent action of the Planning Board confirms the buildability of the subject property. Approximately 15 years ago, an action to quiet title to the subject property was commenced by William Aylward against Raymond J. Akscin. That action was resolved by way of a Stipulation of Settlement which was subject to the approval by the Southold Planning Board of a lot line modification transferring .73 acres from the Akscin property to the Aylward property. I am attaching hereto a copy of the Planning Board resolution dated December 9, 2008 approving the proposed lot line modification. A review of the resolution confirms the Planning Board's recognition of the subject property as a buildable lot requiring access over an existing 30.5-foot wide easement that provided access to a neighboring subdivision. The Planning Board acknowledged the buildability of the Akscin lot by requiring access via a neighboring easement. The Planning Board went on to waive the 50-foot road width requirement under Section 161-15 of the Town Code which was implicated by the easement's servicing of a fifth lot. Moreover, the Planning Board's approval of the lot line modification was conditioned on compliance with Section 240-57(D) of the Town Code which sets forth the requirements for parcels "created by resubdivision."The subsequent resolution of the Planning Board, dated May 12, 2009, granting final approval of the resubdivision map upon compliance with the aforesaid condition is also attached hereto for your review. Noticeably absent from the Planning Board resolutions is any condition requiring a covenant and restriction limiting the use of the parcel in any way, much less as a tennis court or a playground. Based on the foregoing, it cannot be disputed that the subject property is a buildable lot and the Nadiles are entitled to the issuance of a building permit for construction of a single-family dwelling thereon. They have previously obtained approvals from the Town Trustees and the Suffolk County Health Department for the proposed construction. As such, we respectfully request that the Notice of Disapproval, issued by the Building Department on March 24, 2017, and renewed on May 23, 2017,be rescinded and a building permit be issued to the Nadiles. I remain available to address any further questions or comments you may have regarding this request. Thank you for your cooperation and courtesy. V Finnegan MDF/lk Enclosures cc: Ralph and Carrie Nadile(via email) MAILING ADDRESS: PLANNING BOARD MEMBERS �a0 Sol_ P.O_Box 1179 JERILYN B.-t WOODHOUSE �O --- y�i Southold,NY 11971 OFFICE LOCA11ON: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDORG • 54375 State Route 26 GEORGE D.SOLOMON (cor.Main Rd.&Youngs Ave.) JOSEPH L.TOWNSENDjy,r Southold,NY +/�Iun", Telephone:631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE December 9, 2008 TOWN OF SOUTHOLD Richard F. Lark, Esq. 28785 Main Road - P.O. Box 973 Cutchogue, New York 11935 Re: Aylward and Akscin Lot Line Change Located at 14105 Main Bayview Road, 650 feet west of the intersection of South Bayview and Cedar Beach Road, Southold SCTM#1000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr. Lark: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, December 8, 2008: WHEREAS, this proposal is for a lot line modification transferring .73 acres from Lot 1, a 4.21 acre lot(SCTM#1 000-89-1-1) to Lot 2, a 1.84 acre lot(SCTM#1000-89-1-3.1). The resulting total lot size for Lot 1 is 3.48 acres and the resulting total lot size for Lot 2 is 2.57 acres; and WHEREAS, Lot 1 (SCTM#1000-89-1-1)would now require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser(SCTM#1000-88-2-17.5) belonging to the pre-existing "Minor Subdivision Plan for Raymond J.Akscin and Stella M. Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and WHEREAS, this lot line change is'in accordance with a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk, Appellate Division dated July 1, 2008; and WHEREAS, as stipulated by the Court in this settlement agreement, Mr. W. Aylward would receive a deed to a parcel of land on the westerly and northerly boundaries of his property, from Mr.Akscin, containing .73 acres to be merged with his residence parcel of 1.84 acres for a total lot size of 2.57 acres (SCTM#1 000-89-1-3.1). Mr. Akscin would receive a deed for the remaining northerly 3.48 acres (formerly totaling 4.21 acres) (SCTM#1 000-89-1-1)which would require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser (SCTM#1000-88-2-17.5) belonging to the pre-existing "Minor Subdivision Pian for Raymond J. Akscin and Stella M. Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and a ' Aylward/Akscin Page Two December 9. 2008 WHEREAS, access approval over the existing easement on Suzanne Sullivan Fraser's lot has been granted by Ms. Sullivan Fraser; and WHEREAS, the Town of Southold Planning Board reviewed the application at their October 20, 2008 Work Session; and WHEREAS, based upon this review, requests were sent to the Town of Southold's Engineer and Highway Superintendent for a determination as to the appropriate width of the existing easement on Ms. Sullivan Fraser's land; and WHEREAS, the existing 30.5 foot wide easement currently provides access to the pre- existing Minor Subdivision of Raymond J. Akscin and Stella M. Akscin 4 lots which is in compliance with Town Code. (See Town of Southold Code Article III-- Roadway Construction, §161-15 — Construction Specifications); and WHEREAS, as a result of this lot line change, Mr. Akscin's lot would require access via this easement as well, resulting in the easement serving a total of 5 lots; and WHEREAS, The Town of Southold Code requires that an easement serving 5 lots or more in the AC Zoning District must be a minimum of 50 feet wide. (See Town of Southold Code Article III —Roadway Construction, §161-15--Construction Specifications); and WHEREAS, a determination and recommendation were made by the Town of Southold's Engineer and Highway Superintendent to allow the existing width of the easement to remain as 30.5 feet in width so as not to disturb and to continue to protect existing wetlands on the properties and avoid having a road go through the wetlands; and WHEREAS, it was further determined and recommended that waiving the Code requirement of a 50 foot wide easement (§161-15) for this particular instance was in the best interest of this proposed lot line change so as to expeditiously settle a long-running land dispute; and WHEREAS, this recommendation was presented to the Town of Southold Planning Board on October 31, 2008; and WHEREAS, the Town of Southold Planning Board agreed with the recommendation; and WHEREAS, the Southold Town Planning Board has the ability to waive the public hearing for this lot line change pursuant to Southold Town Code§240-56 for the following reasons: 1. This proposed lot line change is transferring a small amount of land from one parcel to another to satisfy a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk, Appellate Division; and Aylward/Akscin Page Three December-9, 2008 2. This lot line change has no significant negative environmental effects, and does not impact future planning of the affected parcels or surrounding area; be it therefore RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, establishes itself as lead agency, and as lead agency, performs an uncoordinated review of this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board makes a determination of non- significance and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Conditional Final Approval upon the survey map, dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC, subject to the following condition: 1. §240-57 (D): Each parcel created by re-subdivision shall be shown on a survey prepared by a licensed surveyor and filed in the Office of the Planning Board. Any land being transferred by such re-subdivision shall be deeded to the owner of the property in identical name so the new area merges with the existing parcel and shares therewith a common identification number on a Suffolk County Tax Map.The deed and legal description for any re--subdivided parcel shall be recorded in the Office of the Suffolk County Clerk. This condition must be met within six-(6) months of the resolution unless an extension of time is requested by the applicant and granted by the Planning Board. Upon fulfillment of the condition, the Planning Board will issue final approval and authorize the Chairperson to endorse the final surveys. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson Encl_ t k MAILING ADDRESS: PLANNING BOARD MEMBERSrg��(/� P.O.Boa 1179 MARTIN H.SIDOR �� yO�o Southold,NY 11971 Choir ONCE LOCATION: WILLIAM J.CREMERS N Town Hall Annex KENNETH L.EDWARDS G �� 54375 State Route 25 GEORGE D.SOLOMON (cor.Main R.d.&Youngs Ave.) JOSEPH L.TOWNSEND I�CQI �i`' Southold,NY Telephone:631765-1938 Fas:631 765,3136 PLANNING BOARD OFFICE May 12, 2009 TOWN OF SOUTHOLD Richard F. Lark, Esq. c% Lark& Folts 28785 Main Road—P.O. Box 973 Cutchogue, New York 11935 Re: Proposed Lot Line Change for Aylward and Akscin Located at 14105 Main Bayview Road, 650 feet west of the intersection of South Bayview and Cedar Beach Roads in Southold SCTM#1000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr. Lark: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, May 11, 2009: WHEREAS, an application for a lot line change was submitted on October 2, 2008; and WHEREAS,the Town of Southold Planning Board granted conditional final approval on December 8, 2008, upon the survey map,dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC, subject to the following condition: The filing of new deeds with the Office of the Suffolk County Clerk pertaining to the lot line change and, upon filing, submission of a copy of each to this office; and WHEREAS, a copy of the new deeds filed with the Office of the Suffolk County Clerk pertaining to this lot line change were provided to this office on March 17, 2009; be it therefore RESOLVED, that the Southold Town Planning Board hereby grants FInal Approval on the survey, dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele,, PC. and authorizes the Chairman to endorse the maps. (Map last revised 1/15/09a Enclosed please find a copy of the map for your records. If you have any questions, please do not hesitate to contact this office. Very truly yours, IJA) Martin H. Sidor Chairman Encls. cc: Building Dept., Assessors i Memorandum o GC�CD�C D To: Michael Verity, Chief Building Inspector SEP 1 8 2017 Cc: Scott Russell, Supervisor Heather Lanza, Planning Director EUMDINGDEff. TOWN OF SOUTHOLD AmandaNunemaker, BuildingDeparftnent From:William Duffy, Town Attorney W111-V Date: 9/18/2017 Re: Building Permit Application of Nadile Please allow this memorandum to memorialize my email of July 12, 2017 with regard to the above application and serve as the final opinion of this office on the matter. Originally, Damon Hagan issued an opinion that the subject lot could be used for recreational purposes and was not a buildable lot based on a subdivision map entitled "Subdivision Map of Cedar Beach Park" filed December 20, 1927 ("the original subdivision map") whereon the subject lot was labeled "Tennis Courts and Playground." It is my understanding that at that time Mark Terry from the Planning Department also issued a similar opinion. Thereafter, I had a meeting with Mr. Lark on behalf of the applicant. At that time Mr. Lark's presentation did not persuade me that either Damon's or Mark's opinion was incorrect. As you are aware, shortly after my meeting with Mr. Lark, Martin Finnegan took the matter over on behalf of the applicant. After meeting with Martin, and reviewing all the relevant documents, my opinion, as set forth below in detail, is that the subject lot is buildable and a building permit can be issued. This opinion is based on several factors, including, that the original subdivision map was not subject to review or approval by a reviewing board, that when the planning board approved a lot line modification it did not require the filing of covenants and restrictions that restricted the use of the lot for recreational uses, and the court determination that held that the individual that filed the original map had no rights or interest in the subject lot. The subject lot was designated on the original subdivision snap as "Tennis Courts and Playground." This designation was made by the individual who filed the snap, and was not a determination or requirement of a reviewing board. The filing of the original subdivision map pre-dates the adoption of the zoning code, was prior to the existence of Page 1 of 2 e , the Town Planning Board and therefore did not receive any board approval or review. As such, the subdivision was not subject to any type of yield calculation, clustering, or open space requirement where the designation of the lot as one for a recreational use could be seen as a limitation of the use of the lot. Similarly, at the time of the filing of the original subdivision map, no covenants restricting the use of the property were recorded against the subject lot. In 2009, the subject lot did come before the Planning Board as part of an application for a lot line modification pursuant to a stipulation entered into by the parties to a litigation conunenced to quiet title (the litigation is discussed below). There, the applicants sought to adjust the lot lines so that there could be access to the subject lot. This application is noteworthy for two reasons. First, it could be argued that there would be no reason for a Planning Board to grant access to the lot by an easement if in fact the lot was not a buildable lot. Second, and more important, if the Planning Board did intend for the lot to be one for recreational uses only, it could have required the filing of covenants and restrictions, but it did not. Finally, and, to me, most important is the litigation to quiet title. In that case the Court determined that the individual that filed the map had no rights or interests in the subject lot. Therefore, any intent of the individual who filed the original subdivision map to limit the use of the subject property is null and void. Therefore I am of the opinion that the lot is a buildable lot and that a building permit should issue. As stated above, it is my understanding that the planning department originally objected to a building permit being issued for the lot based on the designation on the filed snap. However, I have discussed the revised opinion of this office with the Director of Planning and it is my understanding that based on that revised opinion the Planning Department has no objection to the building permit being issued. As part of the denial of the building permit it is my understanding that the Building Department was also requiring the filing of new or corrected deeds that removes the references to the designation of lot on the original subdivision map as "Tennis Courts and Playground." As discussed above, no covenants or restrictions that would restrict the use of the subject lot have been recorded. I have had the opportunity to review the deed in question. It appears the use of those terms only serve to help identify the property by referencing the location of lot on a filed map, which is a common practice. The deed in no way puts any restriction or covenant on the property by restricting the use of the lot to recreation. Therefore, I do not feel that the filing of a Deed that removes that language is necessary prior to the issuance of a building permit. For your reference I have enclosed copy of Martin Finnegan's June 8, 2017 letter to me as well as decisions of the Planning Board dated December 9, 2008 and May 12, 2009. If you would like to discuss this matter further, please feel free to contact me. Page 2 of 2 Twomey, Latham, MAILING ADDRESS. Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 Riverhead,New York 11901-9398 Attomeys at Law MAIN OFFICE• ltomas A.Twomey,Jr. 33 West Second Street 1945-2014) Riverhead,New York 11901-9398 tephen B.Latham Telephone:631.727.2180 .)hn F.Shea,Ill Fa ;hristophcr D.Kelley Far-simile:b31.727.1767 )avid M.Dubin< www.suffolklaw.com ay P.Quartararo 'eter M.Mott anice L Snead Ynne Marie Goodale miinne£aniir?suffolklm%.coni iryan C Van Cott Extension 265 :athryn Dalli Direct Fax: (631)574-1258 aura 1.Dunathan isa Clare Kombrink rtrick B.Fife 4elissa H.Sidor 4anin D.Finnegan o :cza Ebrahimi June 8,2017 try-an J Drago krnadette E.Tuthill ;mig H.Handler Via Electronic Mail klexandra Halsey-Storch 4ehssr S.Dons Mantel R Bcmard•t William Duffy, Town Attorney :atcrina Gnnko Town of Southold F COUNSEL :evin M.Fox P.O. Box 1179 :aren Hoeg Southold NY 11971-0959 ;elly E Kmirotu Southold, NY P.Nigro• 'atneta J Russell Re: 14105 Main Bayview Road, Southold, NY NY 6 LA BARS LLN rNTAXAYIom Ralph and Carrie Nadile/Property Owners NY 6N1 BAPS NY NJ 6 PA BARS SCTM#1000- 89-1-1 Dear Bill: As you are aware, this office represents Ralph and Carrie Nadile, who are the current record owners of the above-referenced parcel ("subject property"). In furtherance of our conference regarding this matter, I am writing to request your confirmation that the subject property is a recognized lot pursuant to Section 280-9 of the Town Code and is, therefore, a buildable lot. As you are aware,the land comprising the subject property was included in the Subdivision Map of Cedar Beach Park, filed December 20, 1927, and designated thereon as "Tennis Courts and Playground." Since the filing of this map with Suffolk County predated the adoption of the zoning code and the creation of a Planning Board in the Town of Southold, there are no covenants or restrictions of record limiting the use of the iTHFROFFICELOCATIONS• subject property to tennis courts and a playground. As discussed, previous litigation 0 Main Street ast Hampton,NY 11937 regarding ownership rights to the subject property resulted in a finding that neither the 31 324 1200 map filer or his successor in interest, the Cedar Beach Park Association, Inc., had title to 1 Hill Street the subject property and none of the residents of the Cedar Beach Park subdivision have outhampton,NY 11968 31 287.0090 any right or interest therein. It appears, therefore, that the designation"Tennis Courts 90 Wheeler Road and Playground" has no legal significance and is merely descriptive in nature. uire 150 lauppauge,NY 11788 31.265.1414 5340 Main Road O Box 325 Juthold,NY 11971 31.765.2300 William Duffy,Town Attorney June 8,2017 Page 2 of 2 We submit that the subsequent action of the Planning Board confirms the buildability of the subject property. Approximately 15 years ago, an action to quiet title to the subject property was commenced by William Aylward against Raymond J. Akscin. That action was resolved by way of a Stipulation of Settlement which was subject to the approval by the Southold Planning Board of a lot line modification transferring .73 acres from the Akscin property to the Aylward property. I am attaching hereto a copy of the Planning Board resolution dated December 9, 2008 approving the proposed lot line modification. A review of the resolution confirms the Planning Board's recognition of the subject property as a buildable lot requiring access over an existing 30.5-foot wide easement that provided access to a neighboring subdivision. The Planning Board acknowledged the buildability of the Akscin lot by requiring access via a neighboring easement. The Planning Board went on to waive the 50-foot road width requirement under Section 161-15 of the Town Code which was implicated by the easement's servicing of a fifth lot. Moreover,the Planning Board's approval of the lot line modification was conditioned on compliance with Section 240-57(D) of the Town Code which sets forth the requirements for parcels"created by resubdivision."The subsequent resolution of the Planning Board, dated May 12, 2009, granting final approval of the resubdivision map upon compliance with the aforesaid condition is also attached hereto for your review. Noticeably absent from the Planning Board resolutions is any condition requiring a covenant and restriction limiting the use of the parcel in any way, much less as a tennis court or a playground. Based on the foregoing, it cannot be disputed that the subject property is a buildable lot and the Nadiles are entitled to the issuance of a building permit for construction of a single-family dwelling thereon. They have previously obtained approvals from the Town Trustees and the Suffolk County Health Department for the proposed construction. As such, we respectfully request that the Notice of Disapproval, issued by the Building Department on March 24, 2017, and renewed on May 23, 2017, be rescinded and a building permit be issued to the Nadiles. I remain available to address any further questions or comments you may have regarding this request. Thank you for your cooperation and courtesy. f s- 7Finnegan MDF/lk Enclosures cc: Ralph and Carrie Nadile (via email) MAILING ADDRESS: PLANNING BOARD MEMBERS Of sour P.O.Box 1179 JERILYN B.WOODHOUSE �� y�- Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS ^ Town Hall Annex MARTIN H.SIDORG • 54375 State Route 25 GEORGE D.SOLOMON `� (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND l,� _`i�yyi Southold,NY Telephone: 631765-1938 Fax: 631 765-3136 PI�9,NNI G BOARD OFFICE December 9, 2008 TOWN OF SOUTHOLD Richard F. Lark, Esq. 28785 Main Road - P.O. Box 973 Cutchogue, New York 11935 Re: Aylward and Akscin Lot Line Change Located at 14105 Main Bayview Road, 650 feet west of the intersection of South Bayview and Cedar Beach Road, Southold SCTM#1 000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr_ Lark: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, December 8, 2008: WHEREAS, this proposal is for a lot line modification transferring .73 acres from Lot 1, a 4.21 acre lot(SCTM#1 000-89-1-1) to Lot 2, a 1.84 acre lot(SCTM#1000-89-1-3.1). The resulting total lot size for Lot 1 is 3.48 acres and the resulting total lot size for Lot 2 is 2.57 acres; and WHEREAS, Lot 1 (SCTM#1 000-89-1-1)would now require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser(SCTM#1000--88-2-17.5) belonging to the pre-existing "Minor Subdivision Plan for Raymond J.Akscin and Stella M. Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and WHEREAS, this lot line change is in accordance with a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk, Appellate Division dated July 1, 2008; and WHEREAS, as stipulated by the Court in this settlement agreement, Mr. W. Aylward would receive a deed to a parcel of land on the westerly and northerly boundaries of his property, from Mr.Akscin, containing .73 acres to be merged with his residence parcel of 1.84 acres for a total lot size of 2.57 acres (SCTM#1 000-89-1-3.1). Mr. Akscin would receive a deed for the remaining northerly 3.48 acres (formerly totaling 4.21 acres) (SCTM#1 000-89-1-1)which would require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser (SCTM#1000-88-2-17.5) belonging to the pre-existing "Minor Subdivision Pian for Raymond J. Akscin and Stella M. Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and Aylward/Akscin Page Two December 9, 2008 WHEREAS, access approval over the existing easement on Suzanne Sullivan Fraser's lot has been granted by Ms. Sullivan Fraser; and WHEREAS, the Town of Southold Planning Board reviewed the application at their October 20, 2008 Work Session; and WHEREAS, based upon this review, requests were sent to the Town of Southold's Engineer and Highway Superintendent for a determination as to the appropriate width of the existing easement on Ms. Sullivan Fraser's land; and WHEREAS, the existing 30.5 foot wide easement currently provides access to the pre- existing Minor Subdivision of Raymond J. Akscin and Stella M. Akscin 4 lots which is in compliance with Town Code. (See Town of Southold Code Article III— Roadway Construction, §161-15— Construction Specifications); and WHEREAS, as a result of this lot line change, Mr.Akscin's lot would require access via this easement as well, resulting in the easement serving a total of 5 lots; and WHEREAS, The Town of Southold Code requires that an easement serving 5 lots or more in the AC Zoning District must be a minimum of 50 feet wide. (See Town of Southold Code Article III —Roadway Construction, §161-15—Construction Specifications); and WHEREAS, a determination and recommendation were made by the Town of Southold's Engineer and Highway Superintendent to allow the existing width of the easement to remain as 30.5 feet in width so as not to disturb and to continue to protect existing wetlands on the properties and avoid having a road go through the wetlands; and WHEREAS, it was further determined and recommended that warring the Code requirement of a 50 foot wide easement(§161-15) for this particular instance was in the best interest of this proposed lot line change so as to expeditiously settle a long-running land dispute; and WHEREAS, this recommendation was presented to the Town of Southold Planning Board on October 31, 2008; and WHEREAS, the Town of Southold Planning Board agreed with the recommendation; and WHEREAS, the Southold Town Planning Board has the ability to waive the public hearing for this lot line change pursuant to Southold Town Code §240-56 for the following reasons: 1. This proposed lot line change is transferring a small amount of land from one parcel to another to satisfy a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk, Appellate Division; and Aylward/Akscin Page Three December 9, 2008 2. This lot line change has no significant negative environmental effects, and does not impact future planning of the affected parcels or surrounding area; be it therefore RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, establishes itself as lead agency, and as lead agency, performs an uncoordinated review of this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board makes a determination of non- significance and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Conditional Final Approval upon the survey map, dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC, subject to the following condition: 1. §240-57 (D): Each parcel created by re-subdivision shall be shown on a survey prepared by a licensed surveyor and filed in the Office of the Planning Board. Any land being transferred by such re-subdivision shall be deeded to the owner of the property in identical name so the new area merges with the existing parcel and shares therewith a common identification number on a Suffolk County Tax Map. The deed and legal description for any re-subdivided parcel shall be recorded in the Office of the Suffolk County Clerk. This condition must be met within six(6) months of the resolution unless an extension of time is requested by the applicant and granted by the Planning Board. Upon fulfillment of the condition, the Planning Board will issue final approval and authorize the Chairperson to endorse the final surveys. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson Encl. MAEUNG ADDRESS: PLANNING BOARD MEMBERS Southold, 1179 II97I MARTIN H.SIDOR �Q Chair ONCE LOCATION: WILLIAM J.CREMERSTown Hall Annex CO KENNETH L.EDWARDS G �Q 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd&Youngs Ave.) JOSEPH L.TOWNSEND `�C�urr Southold,NY Telephone:631 M-1938 Fam 631795-3136 PLANNING BOARD OFFICE May 12, 2009 TOWN OF,SOUTHOLD Richard F. Lark, Esq. cfo Lark& Folts 28785 Main Road—P.O. Box 973 Cutchogue, New York 11935 Re: Proposed Lot Line Change for Aylward and Aksdn Located at 14105 Main Bayview Road, 650 feet west of the intersection of South Bayview and Cedar Beach Roads in Southold SCTM#1 000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr. Lark: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, May 11, 2009: WHEREAS, an application for a lot line change was submitted on October 2, 2008; and WHEREAS,the Town of Southold Planning Board granted conditional final approval on December 8, 2008, upon the survey map,dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC, subject to the following condition: The filing of new deeds with the Office of the Suffolk County Clerk pertaining to the lot line change and, upon filing, submission of a copy of each to this office; and WHEREAS, a copy of the new deeds filed with the Office of the Suffolk County Clerk pertaining to this lot line change were provided to this office on March 17, 2009; be it therefore RESOLVED, that the Southold Town Planning Board hereby grants Final Approval on the survey, dated.July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC. and authorizes the Chairman to endorse the maps. {trap last revised 1/15/09a Enclosed please find a copy of the map for your records. If you have any questions, please do not hesitate to contact this office. Very truly yours, Martin H. Sidor Chairman Encls. cc: Building Dept., Assessors Verity, Mike From: Duffy, Bill Sent: Wednesday,July 12, 2017 2:24 PM To: Verity, Mike Subject: Nadile Mike, Please allow this to memorialize of conversation late last week. The subject lot was identified on a filed map as a lot for recreation/tennis courts. This map was filed prior to the existence of the Town planning board and did not receive any board approval or review. This lot was the subject of prolonged litigation to which the town was not a party. Ultimately,the court determined that the individual that filed the map had no ownership interest in the subject lot, and therefore no authority to transfer the lot and/or designate as a recreational lot. Therefore I am of the opinion that the lot is a buildable lot and that a building permit should issue. Originally, it is my understanding that the planning department objected to a building permit being issued for the lot based on the recreational designation on the filed map. I have discussed the litigation with the Director of Planning and she has informed that she has no objection to the building permit being issued. We also discussed whether or not a new deed needs to be filed removing any reference to a recreation lot or tennis courts. I have had the opportunity to review the deed in question. It appears the use of those terms are only used to help identify the property by referencing the lot to a filed map which is a common practice. The deed in no way puts any restriction or covenant on the property by restricting the use of the lot to recreation. Therefore, I do not feel that the filing of a Deed that removes that language is necessary. I would ask that you either let this office know what if anything the building department will be requiring prior to the issuance of a building permit so that we may let the attorney for the lot owner know, or that you contact the attorney for the lot owner directly. Bill William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 1179 Southold, Nww York 11971-0959 Office: 631.765-1939 Fax: 631.765.6639 Email: bill.duffy@town.southold.ny.us ATTORNEY-CLIENT COMMUNICATION;ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECTTO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s)and may contain information that is privileged,confidential and exempt from 1 disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission,conversion to hard copy, copying, reproduction, circulation, publication,dissemination or other use of, or taking of any action,or omission to take action, in reliance upon this communication by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service, and (iii)delete the message and any material attached thereto from any computer, disk drive, diskette,or other storage device or media. 2 Verity, Mike From: Duffy, Bill Sent: Tuesday,June 13, 2017 9:12 AM To: Verity, Mike; Lanza, Heather Subject: FW: Nadile Attachments: Duffy letter 6 8 17 Nadile.pdf Heather and Mike, I met with Martin Finnegan,the latest attorney on the Nadile issue of whether a lot is buildable or not. Attached is a letter from him as a follow-up to our meeting. I think he has some compelling points regarding whether the lot is buildable or not that I would like to discuss with both of you. Please let me know when you might be available to discuss this week or next. I am pretty open this week, but next week is Town Board so the beginning of the week will be tough for me. William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 1179 Southold, Nww York 11971-0959 Office:631.765-1939 Fax: 631.765.6639 Email: bill.duffv@town.southold.ny.us ATTORNEY-CLIENT COMMUNICATION;ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECTTO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s)and may contain information that is privileged,confidential and exempt from disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission, conversion to hard copy, copying, reproduction,circulation, publication, dissemination or other use of, or taking of any action,or omission to take action, in reliance upon this communication by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service, and (iii) delete the message and any material attached thereto from any computer, disk drive, diskette,or other storage device or media. From: Martin Finnegan [mailto:mfinnegan@suffolklaw.com] Sent: Thursday,June 08, 2017 12:09 PM To: Duffy, Bill Cc: Silleck, Mary Subject: Nadile Bill, i Thanks again for taking time to hear me out about this yesterday. I am attaching the letter you requested. I tried to cut to the chase but if you need anything further or have any questions, please let me know. I will be out there tomorrow and can drop off whatever else you may need. I am hoping that you won't get any push back from the building department. Please let me know if they will agree to issue the permit. Thanks again. Martin D. Finnegan, Esq. Twomey, Latham,Shea, Kelley, Dubin&Quartararo, LLP 33 W.Second Street P.O. Box 9398 Riverhead, NY 11901-9398 main:631-727-2180 Ext.265 direct fax: 631-5741258 mfinnegan(cDsuffolklaw.com I www.suffolklaw.com Confidentiality Notice: The information contained in this e-mail and any attachments may be legally privileged and confidential. If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please notify the sender and permanently delete the e-mail and any attachments immediately. You should not retain,copy or use this e-mail or any attachment for any purpose, nor disclose all or any part of the contents to any other person. Thank you. Begin forwarded message: From: Lynne Krauza<lkrauza@suffolklaw.com> Subject: Nadiles Date: June 8, 2017 at 11:31:39 AM EDT To: Martin Finnegan<mfinne an e,suffolklaw.com> Lynne Krauza Legal Assistant to Martin Finnegan and Lisa Clare Kombrink Twomey, Latham, Shea, Kelley, Dubin&Quartararo, LLP 33 West Second Street P.O. Box 9398 Riverhead, New York 11901-9398 631-727-2180 (ext. 252) fax: 631-727-1767 Confidentiality Notice: The information contained in this e-mail and any attachments may be legally privileged and confidential. If you are not an intended recipient, you are hereby notified that any dissemination, distribution or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please notify the sender and permanently delete the e-mail and any attachments immediately. You should not retain, copy or use this e-mail or any attachment for 2 Verity, Mike From: Duffy, Bill Sent: Monday,July 03, 2017 1:53 PM To: Verity, Mike Subject: Nadile Mike, This is the property that we met with Lark about and the issue was whether the lot marked for tennis courts was single and separate. I have met with the latest attorney, Martin Finnegan,and he pointed out some issues that other attorneys did not. I am now of the opinion that it is a single and separate lot and a building permit could, and should, issue. I have discussed it with heather and she is also okay with a building permit being issued. Pease give me a call to discuss the matter when you have a minute so I can let martin know the final position of the town. Thanks, Bill William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 1179 Southold, Nww York 11971-0959 Office: 631.765-1939 Fax: 631.765.6639 Email: bill.duffv@town.southold.ny.us ATTORNEY-CLIENT COMMUNICATION;ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECTTO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s) and may contain information that is privileged,confidential and exempt from disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission,conversion to hard copy, copying, reproduction,circulation, publication, dissemination or other use of, or taking of any action, or omission to take action, in reliance upon this communication by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service,and (iii) delete the message and any material attached thereto from any computer, disk drive, diskette,or other storage device or media. Verity, Mike From: Duffy, Bill Sent: Wednesday,July 12, 2017 2:24 PM To: Verity, Mike Subject: Nadile Mike, Please allow this to memorialize of conversation late last week. The subject lot was identified on a filed map as a lot for recreation/tennis courts. This map was filed prior to the existence of the Town planning board and did not receive any board approval or review. This lot was the subject of prolonged litigation to which the town was not a party. Ultimately,the court determined that the individual that filed the map had no ownership interest in the subject lot, and therefore no authority to transfer the lot and/or designate as a recreational lot. Therefore I am of the opinion that the lot is a buildable lot and that a building permit should issue. Originally, itis my understanding that the planning department objected to a building permit being issued for the lot based on the recreational designation on the filed map. I have discussed the litigation with the Director of Planning and she has informed that she has no objection to the building permit being issued. We also discussed whether or not a new deed needs to be filed removing any reference to a recreation lot or tennis courts. I have had the opportunity to review the deed in question. It appears the use of those terms are only used to help identify the property by referencing the lot to a filed map which is a common practice. The deed in no way puts any restriction or covenant on the property by restricting the use of the lot to recreation. Therefore, I do not feel that the filing of a Deed that removes that language is necessary. I would ask that you either let this office know what if anything the building department will be requiring prior to the issuance of a building permit so that we may let the attorney for the lot owner know, or that you contact the attorney for the lot owner directly. Bill William M. Duffy, Esq. Town Attorney Town of Southold Southold Town Annex 54375 Route 25 (Main Road) P.O. Box 1179 Southold, Nww York 11971-0959 Office: 631.765-1939 Fax: 631.765.6639 Email: bill.duffy@town.southold.ny.us ATTORNEY-CLIENT COMMUNICATION;ATTORNEY WORK PRODUCT; INTER/INTRA AGENCY COMMUNICATION; NOT SUBJECTTO FREEDOM OF INFORMATION LAW DISCLOSURE; DO NOT FORWARD WITHOUT PERMISSION Note: Service of legal documents is not permitted via electronic mail or fax. The information contained in this electronic message and any attachments to this message are intended for the exclusive use of the addressee(s)and may contain information that is privileged, confidential and exempt from 1 disclosure under applicable law. Unintended transmission shall not constitute a waiver of the attorney/client privilege or any other privilege. If the reader of this message is not the intended recipient,you are hereby notified that any review, retransmission, conversion to hard copy, copying, reproduction,circulation, publication,dissemination or other use of, or taking of any action,or omission to take action, in reliance upon this communication by persons or entities other than the intended recipient is strictly prohibited. If you have received this communication in error, please (i) notify us immediately by telephone at 631.765.1939, (ii) return the original message and all copies to us at the address above via the U.S. Postal Service, and (iii) delete the message and any material attached thereto from any computer, disk drive, diskette, or other storage device or media. 2 Nunemaker, Amanda From: Verity, Mike Sent: Wednesday, March 22, 2017 3:18 PM To: Nunemaker, Amanda Subject: FW: Nadile Property 14105 Main Bayview Road, Southold S.C.T.M.No. 1000-89-1-1.1 From: Hagan, Damon Sent:Wednesday, March 22, 2017 3:14 PM To:Verity, Mike<Mike.Verity@town.southold.nv.us>;Terry, Mark<mark.terry@town.southold.nv.us> Cc: Duffy, Bill <billd@southoldtownny.gov>; Silleck, Mary<marys@southoldtownny.gov> Subject: FW: Nadile Property 14105 Main Bayview Road,Southold S.C.T.M.No. 1000-89-1-1.1 With regards to the above referenced property based on discussions with Planning and Building, conferencing with the Town Attorney as well as a review of a title report on the property it is the position of the Town Attorney's office that the lot labeled "Playground and Tennis Courts" cannot be built upon. The subject property was given those restrictions in the 1927 site plan review and was a condition subsequent to the subdivision approval. Although not memorialized in a covenant and declaration at the time(which would have been the responsibility of the Sub-divider) it is in the Town records as a restriction on the site plan approved in 1927. As such building permits for the parcel labeled "Playground and Tennis Courts" should be denied. Yours Truly etc., Damon A. Hagan Assistant Town Attornc, Town of Southold Town Hall Annex 54375 Route 25 PO Box 1179 Southold,NY 11971-095.9 Phone(63 1)765-1939 Fax(631)765-6639 ,:g y:< :x>;::�:+::I::�.,:v�::r;y;r:<: ,.:;<:,:.",.:�:%te Y,.:�:Y:,l•:y:r:; , ��:•.,s k,::t:(:J,:;{:s,•.;:k:::;;,e;r 1;$=ri:;:k:k�.-$r%n=:<%r%; �T w�"%�-%k a-$=:%�>. ,:�e h R;F J,:;K�:;ry;r%. w,•%F:<T�<, This electronic mail transmission may contain confidential or privileged information. if you believe that you have received the message in error; }Tease notify the sender by reply transmission and delete the message without copy ing or disclosing it. *,Y.It ***!IA�%k**; , . ,,tk,t., .,*I,tk :Y$=%F%>pIt*%f;m;.;cy:.,cv::gI::,q::g*.r;:;¢;p%,;,W;::I::k1,It*-,k;:y*;:%6;',,nItItI:;,>. It It I.I,"k It It *, , ,- I,, From: giust10215(cbaol.com [mailto:gjust10215@aol.com] Sent: Wednesday, March 22, 2017 1:12 PM To: Hagan, Damon Subject: Nadile Property 14105 Main Bayview Road, Southold S.C.T.M.No. 1000-89-1-1.1 Dear Mr Hagan- i am contacting you regarding the matter of the Building Department Application which I had submitted for Mr Nadile's 1 above noted property On his behalf I had obtained Letter's of Non-Jurisdiction (Freshwater Wetlands) from the Board of Town Trustees and the New York State Department of Environmental Conservation as well as a permit from the Suffolk County Department of Health Services for the construction of a single family dwelling, sanitary system, drive, etc. at the site. I have told that do to wording on the deed for the property that the matter is under your review. Could you please advise me of the status of your review Respectfully, Glenn E. Just JMO Environmental Consulting P.O. Box 447 Quogue, NY 11959-0447 631-653-0607 z Nunemaker, Amanda From: Terry, Mark Sent: Tuesday, February 07, 2017 2:40 PM To: Nunemaker,Amanda Cc: Hagan, Damon Subject: RE:Title No. 16-08-8649 Nadile, Main Bayview Road, Southold Amanda, I see no indication in our record that the lot was before the Planning Board in 2002. There was a 4 lot subdivision titled "Minor Subdivision Plan for Raymond Akscin at Bayview approved in 2002 by the Planning Board but the lot in question (SCTM 89-1-1.1)was not involved in the action except to maybe establish access. Note the access to the parcel should be verified. Can the Attorney produce a map signed by the Planning Board in 2002? From: Nunemaker, Amanda Sent: Tuesday, February 07, 2017 1:03 PM To:Terry, Mark Subject: FW: Title No. 16-08-8649 Nadile, Main Bayview Road, Southold Hi Mark, Please disregard my last email to you. I received this email with attachments from the attorney. If this is acceptable please let me know, if not, perhaps if it is okay with you, please inform the attorney what is needed from him for Planning purposes. Thanks, Amanda From: Richard Mathew [mailto:rmm esgO)yahoo.com] Sent:Tuesday, February 07, 2017 12:47 PM To: Nunemaker, Amanda Subject: Fw: Title No. 16-08-8649 Nadile, Main Bayview Road, Southold Amanda: Thank you for taking my call this morning. I understand that a question has arisen as to whether the Nadile property on Main Bayview Road is entitled to a building permit at this time. Attached hereto for your review, is a copy of the title report issued at the time the Nadile's purchased the property in question. I have reviewed the entire document, which contains a fairly detailed history of the property. It does appear the the property was a portion of lands shown on a map approved by the Southold Town Planning Board, and which was filed with the County in December of 1927. 1 understand that the map references an area to be used as recreational in nature: "Tennis Court, etc." In fact, the current legal description of the property cites the use. However, there were no documents filed at that time which offered to dedicate the lands intended to be covered by the "Tennis Court and 1 Playground" noted on the map, nor were there any covenants or declarations imposing any conditions on the property at that time. The filing of a document dedicating the property, or a Covenant requiring such a use would have been necessary to create the "Tennis Court, etc.". In about 1935, a set of Covenants and Restrictions were imposed on the property and filed with the County. There, C & R's specifically called for the property to be developed as residential property. Later, in 2002, this lot and more went before the Southold Town Planning Board and the Suffolk County Department of Health Services, for the purpose or re-dividing the land. A new subdivision was approved, at which time new C & R's were imposed on the land. In none of these documents does the use set forth on the 1927 map (Tennis Court. etc.) appear. On the contrary, in each and every instance, the use for the property noted in the legal documents was "residential". Specifically, I offer the document entitled "Declaration of Protective Covenants", recorded with the County on 5/29/02, at Liber 12188 page 567, and which are contained in the report starting at at page 36. To make a long story short, although the Planning Board approved a map in 1927 setting aside some land for "Tennis Court. etc.", that intention was never effected. No recreation area was ever formed, and there is therefore nothing to abandon, as further indicated by the fact that the same Planning Board seems to have re-divided the property some 75 years later. I hope that the documents herein, and my analysis will be of some help. Should you or the planners have any need for urther information, please do not hesitate to contact me. Richard M. Mathew, Attorney at Law On Tuesday, February 7, 2017 11:12 AM, mcphersonc<mcphersonc(a),decision2000.com>wrote: Mr. Mathew, See attached title report and copies of all covenants, restrictions and easements. Sincerely, Carolyn McPherson - Office Manager Phone 631-208-9003 Fax 631-208-8208 Cell 631-384-3540 email: mcphersonc(a-)_decision2000.com 2 Nunemaker, Amanda From: Terry, Mark Sent: Monday, February 06, 2017 11:58 AM To: Nunemaker,Amanda Cc: Hagan, Damon Subject: RE: Nadile Permits Amanda, I see no indication in our records that the tennis court and playground use was abandoned as shown on the Subdivision Map Cedar Beach Park and therefore I do not believe that a building permit can be issued. I am copying Damon so that he is aware of the application. Mark Terry,AICP,APA Assistant Director of Planning LWRP Coordinator Town of Southold 54375 State Route 25 P.O. Box 1179 Southold, New York, 11971 (631)765-1938 Mark.Terry@town.southold.nv.us From: Nunemaker, Amanda Sent: Monday, February 06, 2017 10:02 AM To: Terry, Mark Subject: FW: Nadile Permits Hi Mark, Last week I spoke to you regarding a property in Cedar Beach Park subdivision that was designated as tennis courts and playground. I spoke to the attorney's office and they got correspondence from the title company which is below. They also attached the title report. Can you let me know if this is sufficient or if they need something else? The tax map#is 89-1-1.1 (14105 Main Bayview Road,Southold). They keep telling me I'm looking at old surveys, but all new deeds and latest lot line site plan with your department(approved in 2009) still reference this lot as recreational. Thanks, Amanda From: gibbonslaw [mailto:gibbonslaw@optimum.net] Sent: Monday, February 06, 2017 8:30 AM To: Nunemaker, Amanda Subject: Fwd: Nadile Permits 1 C Begin forwarded message: From: gibbonslaw<aibbonslawaoptimum.net> Subject: Fwd: Nadile Permits Date: February 6, 2017 at 8:28:14 AM EST To: amandangsoutholdny.gov Much appreciated,Amanda! Begin forwarded message: From: mcphersonc <incphersonc@decision2000.com> Subject: Re: Fwd: Nadile Permits Date: February 2, 2017 at 3:55:54 PM EST To: gibbonslaw<gibbonslawgoptimum.net> Reply-To: mcphersonc <mcphersonc a,decision2000.com> Brigitte, This morning when I spoke with you this is what I was saying as far as the filed map when it was filed had this area designated as a tennis court and playground area. However,there was nothing out of the developer stating that this had to stay a tennis court and play area. I spoke with our agency counsel when we were being asked to insure this and based on no dedication of that area to the town, no covenant and restriction of record stating that that area had to stay as a tennis court and playground area and survey's showing vacant land and the taxes confirming property code is vacant land, there was no need to get approvals from anyone as far as this not staying a tennis court and playground area. See attached First American Owners Policy when they insured title and also I have attached the survey from our file that we read into our policy. You will note nothing was raised when First American insure this title and we did initially raise a question, but, like I said through examination of title we were able to omit that exception. I would talk to the Town and ask them based on this info why they can't issue the permits. I hope this helps. Carolyn McPherson - Office Manager Phone 631-208-9003 Fax 631-208-8208 Cell 631-384-3540 email: mcphersonca,decision2000.com } -------Original Message------- From: gibbonslaw<gibbonslaw,c optimum.net> To: Carolyn McPherson <mcphersonc a;decision2000.com> Subject: Fwd:Nadile Permits Sent: Feb 02 '17 15:21 2 S• Dear Carolyn, we just received the attached email. Does that make sense to you? 3 Brigitte l Begin forwarded message: 3i From: gjust10215@aol.com Subject: Re: Nadile Permits Date: February 2, 2017 at 11:18:45 AM EST To: gibbonslawkoptimum.net, ralphnadile@gmail.com ( Mr. Gibbons- We obtained a Letter of Non -Jurisdiction from the New York State Department of Il Environmental Conservation (N.Y.S.D.E.C.) under Article 24 (Freshwater Wetlands of ` the New York State Environmental Conservation Law. ). The plan submitted to this agency depicted that there would be no disturbance to the area within 100' of the wetlands. Under this law the N.Y.S.D.E.C. the only has jurisdiction within 100' of a regulated freshwater wetlands. We also obtained a Letter of Non-Jurisdiction from the Board of Town Trustees of the Town of Southold under Chapter 275 (Wetlands) of the I, Town Code. Under this section the Town Trustees have jurisdiction within 100' of wetlands (Tidal and Freshwater). The plans submitted to this agency depicted that there will be no disturbance to the area located within 100' of wetlands. Lastly, we obtained a permit from the Suffolk County Department of Health Services for the construction of a dwelling, sanitary system, well, etc. ;l An application was submitted to the Southold Town Building Department for the construction of the dwelling, etc. During the Building Department's review, the Building Department examined records in the Town Planning Department they noted that as part of the subdivision a portion of the property was deemed for use as tennis courts and playgrounds. i• I hope that this information will be of help to you. Glenn -----Original Message----- From: gibbonslaw<gibbonslaw(o)-optimum net> ' To- Glen Just<giust10215(a-.aol com> Cc Ralph Nadile <ralphnadile(c�gmail.com> Sent: Wed, Feb 1, 2017 3.54 pm Subject: Nadile Permits Dear Glen, I am in Florida. Mr. Nadile informed me, that the T/Southold is being difficult regarding Permits for the recently purchased property I don't understand. Please refresh my memory I was under the impression, that all Permits were in place BEFORE THE CLOSING"' 3 Can you give me some specific details, as to exactly what permits you obtained for Mr. Nadile? I called the Town. They were looking at the OLD survey?There is a new survey! S 1 Hope to hear from you soon, Joe 4 I Verity, Mike From: Nunemaker,Amanda Sent: Monday, September 11, 2017 9:18 AM To: Verity, Mike Subject: FW: SCTM # 1000-89-1-1.1 - Nadile -----Original Message----- From: Nunemaker,Amanda Sent: Monday,September 11,2017 9:04 AM Cc: Russell,Scott Subject: FW:SCTM# 1000-89-1-1.1- Nadile -----Original Message----- From: Nunemaker,Amanda Sent: Monday,September 11,2017 9:00 AM To: 'Martin Finnegan' Cc:Verity, Mike;Silleck, Mary; Duffy, Bill Subject: RE:SCTM #1000-89-1-1.1- Nadile Martin, I understand your frustration, however, Planning has not provided us with written correspondence of their approval on the change of designation from the original subdivision map. My last written correspondence was from Mark Terry stating that we can't issue a building permit at this time on this lot. In addition, I have an email from Damon Hagan not to issue one as well. I can't now suddenly issue a building permit without a formal written approval from the Planning Board and a recorded deed. We will not write a permit until we have legal documentation of the change of designation regardless of what other agencies determine as"unsupportable." Amanda -----Original Message----- From: Martin Finnegan [mailto:mfinnegan@suffolklaw.com] Sent: Friday,September 08,2017 11:20 AM To: Nunemaker,Amanda Cc: Duffy, Bill; Russell,Scott;Silleck, Mary; Lynne Krauza Subject: Re:SCTM#1000-89-1-1.1- Nadile Amanda, This is totally ridiculous. As I presume you and Mike are aware,there is an approval from the "actual board" in 2009. There is no need for another one. I am not sure what I would be asking the ZBA to do that you and Mike are not able to do. Mike has not responded to my letter of August 3 or offered any justification for his position. Ralph and Carrie Nadile are taxpayers in the town who are trying to build their family home. They are entitled to an explanation beyond "the map says tennis court". Planning,the Town Attorney's office and now the County Real Property office all agree that your position on this matter is unsupportable. The designation tennis court is only descriptive and has no impact on buildability. I am not aware of any provision in the Town Code or state law that supports Mike's position. If Mike r 4 continues to refuse to issue a permit,then there should be a substantive explanation provided in writing justifying that action and the request for a new deed and planning board approval. Please share this email with Mike and ask that he promptly respond. Martin D. Finnegan, Esq. Twomey, Latham,Shea, Kelley, Dubin &Quartararo, LLP 33 W.Second Street P.O. Box 9398 Riverhead, NY 11901-9398 main:631-727-2180 Ext. 265 direct fax:631-574-1258 mfinnegan@suffolklaw.com I www.suffolklaw.com Confidentiality Notice: The information contained in this e-mail and any attachments may be legally privileged and confidential. If you are not an intended recipient,you are hereby notified that any dissemination, distribution or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please notify the sender and permanently delete the e-mail and any attachments immediately. You should not retain, copy or use this e-mail or any attachment for any purpose, nor disclose all or any part of the contents to any other person. Thank you. >On Sep 8, 2017,at 10:18 AM, Nunemaker,Amanda<Amanda.Nunemaker@town.southold.ny.us>wrote: > If you go to Planning first and get an approval from the actual Board,then bring it to the County, maybe that would help? >-----Original Message----- > From: Martin Finnegan [mailto:mfinnegan@suffolklaw.com] >Sent:Thursday,September 07,2017 4:20 PM >To: Nunemaker,Amanda >Cc: Duffy, Bill; Lynne Krauza >Subject: Fwd:SUM# 1000-89-1-1.1- Nadile > Hi Amanda, > I reached out to Real Property to inquire if we could file a correction deed in response to Mike's request. Please see the below response that confirms that it is not necessary or possible to file a correction deed in this instance. As I have submitted,the tennis court/playground label is merely descriptive and does not impact the buidlability of the lot. I am respectfully requesting that you reconsider this request and issue the building permit to the Nadiles. >Thank you for your attention to this matter. > Martin D. Finnegan, Esq. >Twomey, Latham,Shea, Kelley, > Dubin &Quartararo, LLP >33 W.Second Street > P.O. Box 9398 2 > Riverhead, NY 11901-9398 >main:631-727-2180 Ext. 265 >direct fax:631-574-1258 > mfinnegan@suffolklaw.com I www.suffolklaw.com >Confidentiality Notice: The information contained in this e-mail and any attachments may be legally privileged and confidential. If you are not an intended recipient,you are hereby notified that any dissemination,distribution or copying of this e-mail is strictly prohibited. If you have received this e-mail in error,please notify the sender and permanently delete the e-mail and any attachments immediately. You should not retain, copy or use this e-mail or any attachment for any purpose, nor disclose all or any part of the contents to any other person. Thank you. >> Begin forwarded message: >> From: "de Blasi,Janet"<Janet.deBlasi @suffolkcountyny.gov> >>Subject: RE:SUM#1000-89-1-1.1 >> Date:September 7, 2017 at 3:59:50 PM EDT >>To: Martin Finnegan<mfinnegan@suffolklaw.com> >> Martin, >> I have reviewed the information & materials you sent. Based on this information I do not believe a correction deed is in order as you would not be correcting anything that is incorrect.The area in question is labeled as 'Tennis Courts and Playground'on FM 90, Cedar Beach Park. Please note this parcel is actually not part of the filed map, it is an out parcel. Had it been intended to be part of the filed map it would include dimensions.This'label' is the same as the other labels seen on the filed map. For example WM.Akscin.They are meant for reference only.This parcel is not bound by the reference label. >>Janet >>Janet de Blasi >> Map Drafter II >>Suffolk County >> Real Property Tax Service Agency >>300 Center Drive, Riverhead, NY 11901 >>631-852-3886 >>-----Original Message----- » From: Martin Finnegan [mailto:mfinnegan@suffolklaw.com] >>Sent:Tuesday,September 05, 201711:54 AM >>To:de Blasi,Janet >>Cc: Lynne Krauza >>Subject:SCTM# 1000-89-1-1.1 >>Janet, 3 J � >>Thank you for taking time to speak with me regarding the correction deed requested by the Southold Building Department. I am attaching the letter I recently submitted to the Chief Building Inspector which outlines the relevant history of the dispute. As discussed, I am requesting your opinion on whether it is possible to file a correction deed to remove the reference to Tennis Courts and Playground in the Schedule A. Thank you for your assistance. >> Martin D. Finnegan, Esq. >>Twomey, Latham,Shea, Kelley, >> Dubin &Quartararo, LLP >>33 W.Second Street >> P.O. Box 9398 >> Riverhead, NY 11901-9398 >>main: 631-727-2180 Ext. 265 >>direct fax:631-574-1258 >>mfinnegan@suffolklaw.com I www.suffolklaw.com >>Confidentiality Notice: The information contained in this e-mail and any attachments may be legally privileged and confidential. If you are not an intended recipient,you are hereby notified that any dissemination, distribution or copying of this e-mail is strictly prohibited. If you have received this e-mail in error, please notify the sender and permanently delete the e-mail and any attachments immediately. You should not retain, copy or use this e-mail or any attachment for any purpose, nor disclose all or any part of the contents to any other person. Thank you. 4 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 24, 2017 RENEWAL: May 23, 2017 RENEWAL: July 18, 2017 TO: Glenn E. Just(Nadile) JMO Environmental Consulting PO Box 447 Quogue,NY 11959-0447 Please take notice that your application dated January 25,2017: For permit to construct a new single-family dwelling at: Location of property: 14105 Main Bayview Road, Southold,NY County Tax Map No. 1000—Section 89 Block 1 Lot 1_1 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this vacant conforming 151,636 sq. ft. lot in the AC District is not permitted pursuant to Section 144-91),which states: If the application, together with plans, specifications and other documents filed therewith, describes proposed work which does not conform to all the requirements of the Uniform Code and all other applicable building regulations, the Building Inspector shall disapprove the same and shall return the plans and specifications to the applicant. The Building Inspector shall cause such refusal, together with the reasons therefor, to be transmitted to the applicant in writing. In addition,the proposed single-family dwellingis not permitted pursuant to Section 280-913,which states: All lots which are not recognized by the Town pursuant to the above section shall not receive any building permits or other development entitlement. The proposed construction is not a permitted use on this lot as specified through_ tpproved subdivision map of Cedar Beach Park, filed on December 20, 1927, and the Southold Town Planning Board lot line change approval, dated May 12, 2009,which designate this lot as"Tennis Courts and Playground." Authori ignature 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. Twomey, Latham, MAILING ADDRESS. Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 Riverhead,New York 11901-9398 Attorneys at Law MAIN OFFICE• Thomas A.Twomey,Jr 33 West Second Street (1945-2014) Riverhead,New York 11901-9398 Stephen B.Latham John F Shea,III Telephone:631.727.2180 Christopher D.Kelley Facsimile:631.727.1767 David M.Dubin o www.suffolklaw.com Jay P Quartararo t Peter M Mott Janice L Snead Acme Marie Goodale mfinneganasuffolklaNv.com Bryan C Van Cott Kathryn Da1h Extension 265 Laura I Dunathan Direct Fax: (631)574-1258 Lusa Clare Kombrmk Patrick B Fife Melissa H Sidor Martin D Finnegan, Reza Ebrahimi Jeffrey W Pagano July uly 18, 2017 Bryan J.Drago Bernadette E.Tuthill Via First Class Mail Craig H Handler Alexandra Halsey-Storch Melissa S Doris Ms. Amanda Nunemaker, permits Examiner Daniel R Bernard•t Katenna Grmko Town of Southold Lorraine Paceleo P.O. Box 1179 OF SEL Kevin M.Fox Southold,NY 1197140959 Kevin Kelly E Kinnon Karen A.Hoeg PatriciaJ Russell Ike: 14105 Main Rgyview Road, Southold,-N-Y Jennifer P.Nigro• Donald L Mabry to Ral and Carrie N adde`Pe oerOwners SCTM BARS M 01000-89-1_1 t }' LL P1 TN(ATION NY&NJBARS V a NY,NJ& BARS CA BARS Dear Amanda. • As we discussed, enclosed please find our firm's check in the sum of$50 rdpresenting the fee for renewing the Notice of Disapproval dated May of 2017 regarding the referenced matter. Kindly mail us the renewal document when it is available. If you have any questions,please feel free to contact me. Thank you for your assistance. PinD"Firmegan urs, OTHER OFFICE LOCATIONS- 20 Main Street East Hampton,NY 11937 631.324.1200 MDF/lk 51 Hill Street Enclosure Southampton,NY 11968 490 Wheeler D 1EC[R=0'V[R Sui Wheeler Road DD Suite 150 Hauppauge,NY 11788 631 265 1414 1111 2 1 2017 56340 Main Road JUL L P.O Box 325 Southold,NY 11971 631765.2300 BUMDINO DEPT. TOWN OF SOU MOLD Verity, Mike From: Terry, Mark Sent: Thursday,July 13, 2017 3:32 PM To: Verity, Mike Subject: FW: Nadile Property 14105 Main Bayview Road, Southold S.C.T.M.No. 1000-89-1-1.1 From: Hagan, Damon Sent: Wednesday, March 22, 2017 3:14 PM To: Verity, Mike;Terry, Mark Cc: Duffy, Bill; Silleck, Mary Subject: FW: Nadile Property 14105 Main Bayview Road, Southold S.C.T.M.No. 1000-89-1-1.1 With regards to the above referenced property based on discussions with Planning and Building,conferencing with the Town Attorney as well as a review of a title report on the property it is the position of the Town Attorney's office that the lot labeled "Playground and Tennis Courts"cannot be built upon. The subject property was given those restrictions in the 1927 site plan review and was a condition subsequent to the subdivision approval. Although not memorialized in a covenant and declaration at the time (which would have been the responsibility of the Sub-divider) it is in the Town records as a restriction on the site plan approved in 1927. As such building permits for the parcel labeled "Playground and Tennis Courts"should be denied. Yours Truly etc., Damon A.Hagan Assistant Town Attorney Town of Southold Town Hall Annex 54375 Route 25 PO Box 1179 Southold,NY 11971-0959 Phone(631)765-1939 Fax(631)765-6639 This electronic mail transmission may contain confidential or privileged information. If you believe that you have received the message in error,please notify the sender by reply transmission and delete the message without copying or disclosing it. From: gjust102150aol.com [mailto:giust10215@aol.com] Sent: Wednesday, March 22, 2017 1:12 PM To: Hagan, Damon Subject: Nadile Property 14105 Main Bayview Road, Southold S.C.T.M.No. 1000-89-1-1.1 Dear Mr. Hagan- i am contacting you regarding the matter of the Building Department Application which I had submitted for Mr. Nadile's 1 above noted property. On his behalf I had obtained Letter's of Non-Jurisdiction (Freshwater Wetlands)from the Board of Town Trustees and the New York State Department of Environmental Conservation as well as a permit from the Suffolk County Department of Health Services for the construction of a single family dwelling, sanitary system, drive, etc. at the site. I have told that do to wording on the deed for the property that the matter is under your review. Could you please advise me of the status of your review. Respectfully, Glenn E. Just JMO Environmental Consulting P.O. Box 447 Quogue, NY 11959-0447 631-653-0607 z Twomey, Latham, Shea, Kelley, Dubin &Quartararo LLP MAILING ADDRESS: Post Office Box 9398 Riverhead,New York 11901-9398 Attomeys at Law MAIN OFFICE: Thomas A.Twomey.Jr. 33 West Second Street (1945.2014) Riverhead,New York 11901-9398 Stephen B.Latham John F.Shea,III Telephone:631.727.2180 Christopher D.Kelley Facsimile:631.727.1767 David M.Dubin o www.suffolklaw.com Jay P.Quartararo Peter M.Mort Janice L.Snead Anne Marie Goodale mlinnep.an01suffoIkIaw.com Bryan C.Van Cott Kathryn Dalli Extension 265 Laum 1.Dunathan Direct Fax: (631)574-1258 Lisa Clare Kombrink Patrick B.Fife Melissa H.Sidor Martin D.Finnegan o Rena Ebrahimi Bryan J.Drago June 8,2017 Bernadette E.Tuthill Craig H.Handler Via Electronic Mail Alexandra Halsey-Storch Melissa S.Doris Damen R.Bernard• Ka[erina Grinko �William Duffy Town Attorney OFCOUNSM Town of Southold Kevin M.Fox P.O. BOX 1 179 Kareng S Kelly E..Kini Kinirons outhold,NY 11971-0959 Jennifer P.Nigro- Patricia J.Russell Re: 14105 Main Bayview Road,Southold,NY e NY&LAMM Y&NILxAr Na Ralph and Carrie Nadile/Property Owners . Y6NJ&NIS NY.N)6 PA BARS SCTM#1000-89-1-1 Dear Bill: As you are aware,this office represents Ralph and Carrie Nadile,who are the current record owners of the above-referenced parcel ("subject property"). In furtherance of our conference regarding this matter,I am writing to request your confirmation that the subject property is a recognized lot pursuant to Section 280-9 of the Town Code and is, therefore,a buildable lot. As you are aware,the land comprising the subject property was included in the Subdivision Map of Cedar Beach Park,filed December 20, 1927,and designated thereon as"Tennis Courts and Playground." Since the filing of this map with Suffolk County predated the adoption of the zoning code and the creation of a Planning Board in the Town of Southold,there are no covenants or restrictions of record limiting the use of the MERoITICEioCAnoNs• subject property to tennis courts and a playground. As discussed,previous litigation 20 Main Street East Hampton,NY 11937 regarding ownership rights to the subject property resulted in a finding that neither the 631.324.1200 map filer or his successor in interest,the Cedar Beach Park Association,Inc.,had title to 51 Hill Street the subject property and none of the residents of the Cedar Beach Park subdivision have Southampton,NY 11968 631.287.0090 any right or interest therein. It appears,therefore,that the designation"Tennis Courts 490 Wheeler Road and Playground"has no legal significance and is merely descriptive in nature. Suite 150 Hauppauge,NY 11788 631.265.1414 56340 Main Road P.O.Box 325 Southold,NY 11971 631.765.2300 William Duffy,Town Attorney June 8,2017 Page 2 of 2 We submit that the subsequent action of the Planning Board confirms the buildability of the subject property.Approximately 15 years ago,an action to quiet title to the subject property was commenced by William Aylward against Raymond J.Akscin. That action was resolved by way of a Stipulation of Settlement which was subject to the approval by the Southold Planning Board of a lot line modification transferring .73 acres from the Akscin property to the Aylward property. I am attaching hereto a copy of the Planning Board resolution dated December 9,2008 approving the proposed lot line modification. A review of the resolution confirms the Planning Board's recognition of the subject property as a buildable lot requiring access over an existing 30.5-foot wide easement that provided access to a neighboring subdivision. The Planning Board acknowledged the buildability of the Akscin lot by requiring access via a neighboring easement. The Planning Board went on to waive the 50-foot road width requirement under Section 161-15 of the Town Code which was implicated by the easement's servicing of a fifth lot. Moreover,the Planning Board's approval of the lot line modification was conditioned on compliance with Section 240-57(D)of the Town Code which sets forth the requirements for parcels"created by resubdivision."The subsequent resolution of the Planning Board,dated May 12,2009,granting final approval of the resubdivision map upon compliance with the aforesaid condition is also attached hereto for your review. Noticeably absent from the Planning Board resolutions is any condition requiring a covenant and restriction limiting the use of the parcel in any way,much less as a tennis court or a playground. Based on the foregoing,it cannot be disputed that the subject property is a buildable lot and the Nadiles are entitled to the issuance of a building permit for construction of a single-family dwelling thereon. They have previously obtained approvals from the Town Trustees and the Suffolk County Health Department for the proposed construction.As such,we respectfully request that the Notice of Disapproval, issued by the Building Department on March 24,2017, and renewed on May 23,2017,be rescinded and a building permit be issued to the Nadiles. I remain available to address any further questions or comments you may have regarding this request. Thank you for your cooperation and courtesy. V . Finnegan MDF/lk Enclosures cc: Ralph and Carrie Nadile(via email) G 1 r MAILING ADDRESS: PLANNING BOARD MEMBERS �F S�U P.O.Box 1179 JERILYN B.WOODHOUSE �� rye Southold,NY 11971 Chair 10 OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR • 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd.&Youngs Ave.) JOSEPH L.TOWNSEND � Southold,NY Telephone:631765-1938 Fax:631765-3136 PLANNING BOARD OFFICE December 9, 2008 TOWN OF SOUTHOLD Richard F. Lark, Esq. 28785 Main Road- P.O. Box 973 Cutchogue, New York 11935 Re: Aylward and Akscin Lot Una Change Located at 14105 Main Bayview Road,650 feet west of the intersection of South Bayview and Cedar Beach Road, Southold SCTM#1000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr. Lark: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, December 8, 2008: WHEREAS,this proposal is for a lot line modification transferring .73 acres from Lot 1, a 4.21 acre lot(SCTM#1000-89-1-1)to Lot 2, a 1.84 acre lot(SCTM#1 000-89-1-3.1). The resulting total lot size for Lot 1 is 3.48 acres and the resulting total lot size for Lot 2 is 2.57 acres; and WHEREAS, Lot 1 (SCTM#1000-89-1-1)would now require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser(SCTM#1000-88-2-17.5) belonging to the pre-existing"Minor Subdivision Plan for Raymond J.Akscin and Stella M.Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and WHEREAS, this lot line change is in accordance with a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk, Appellate Division dated July 1, 2008;and WHEREAS, as stipulated by the Court in this settlement agreement,Mr.W.Aylward would receive a deed to a parcel of land on the westerly and northerly boundaries of his Property, from Mr.Akscin, containing .73 acres to be merged with his residence parcel of 1.84 acres for a total lot size of 2.57 acres(SCTM#1 000-89-1-3.1). Mr.Akscin would receive a deed for the remaining northerly 3.48 acres (formerly totaling 4.21 acres) (SCTM#1 000-89-1-1)which would require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser (SCTM#1000-88-2-17.5) belonging to the preexisting "Minor Subdivision Plan for Raymond J.Akscin and Stella M.Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and Aylward/Akscin Pane Two December 9. 2008 WHEREAS, access approval over the existing easement on Suzanne Sullivan Fraser's lot has been granted by Ms.Sullivan Fraser,and WHEREAS, the Town of Southold Planning Board reviewed the application at their October 20, 2008 Work Session; and WHEREAS, based upon this review, requests,were sent to the Town of Southold's Engineer and Highway Superintendent for a determination as to the appropriate width of the existing easement on Ms. Sullivan Frasees land;and WHEREAS, the existing 30.5 foot wide easement currently provides access to the pre- existing Minor Subdivision of Raymond J. Akscin and Stella M.Akscin 4 lots which is in compliance with Town Code. (See Town of Southold Code Article III—Roadway Construction, §161-15—Construction Specifications); and WHEREAS, as a-result of this lot line change, Mr.Akscin's lot would require access via this easement as well, resulting in the easement serving a total of 5 lots; and WHEREAS,The Town of Southold Code requires that an easement serving 5 lots or more in the AC Zoning District must be a minimum of 50 feet wide. (See Town of Southold Code Article III—Roadway Construction, §161-15—Construction Specifications);and WHEREAS, a determination and recommendation were made by the Town of Southold's Engineer and Highway Superintendent to allow the existing width of the easement to remain as 30.5 feet in width so as not to disturb and to continue to protect existing wetlands on the properties and avoid having a road go through the wetlands; and WHEREAS, it was further determined and recommended that waiving the Code requirement of a 50 foot wide easement(§161-15)for this particular instance was in the best interest of this proposed lot line change so as to expeditiously settle a long-running land dispute; and WHEREAS, this recommendation was presented to the Town of Southold Planning Board on October 31, 2008; and WHEREAS, the Town of Southold Planning Board agreed with the recommendation; and . WHEREAS,the Southold Town Planning Board has the ability to waive the public hearing for this lot line change pursuant to Southold Town Code§240-56 for the following reasons: 1. This proposed lot line change is transferring a small amount of land from one parcel to another to satisfy a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk,Appellate Division; and ,/ y Aylward/Akscin Page Three December 9. 2008 2. This lot line change has no significant negative environmental effects, and does not impact future planning of the affected parcels or surrounding area; be it therefore RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, establishes itself as lead agency, and as lead agency, performs an uncoordinated review of this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board makes a determination of non- significance and grants a Negative Declaration; and be it further RESOLVED,that the Southold Town Planning Board hereby grants Conditional Final Approval upon the survey map, dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC, subject to-the following condition: 1. §240-57(D): Each parcel created by re-subdivision shall be shown_on a survey prepared by a licensed surveyor and filed in the Office of the Planning Board.Any land being transferred by such re-subdivision shall be deeded to the owner of the property in identical name so the new area merges with the existing parcel and shares therewith a common identification number on a Suffolk County Tax Map.The deed and legal description for any re-subdivided parcel shall be recorded in the Office of the Suffolk County Clerk. This condition must be met within six.(6)months of the resolution unless an extension of time is requested by the applicant and granted by the Planning Board. Upon fulfillment of the condition, the Planning Board will issue final approval and authorize the Chairperson to endorse the final surveys. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B.Woodhouse Chairperson Encl. - MAELING ADDRESS: PLANNING BOARD O1V RMBERS �� Qr'�Q(/j�� SouP.O.Box 1179 thald MARTIN NY 11971 Char 41 OFFICE LOCATION: WILLIAM J.CREMERS CO- Town Fall Annex KENNETH L.EDWARDS 54375 State Route 25 GEORGE D.SOLOMON (aor.Main Rd.&Youngs Ave.) JOSEPH L.TOWNSEND Southold,NY Telephone:631765-1938 Fax:631 765-3136 PI.ANNMG BOARD OFFICE May 12,2009 TOWN OF SOUTHOLD Richard F. Lark, Esq. c/o Lark&Foits 28785 Main Road—P.O. Box 973 Cutchogue, New York 11935 Re: Proposed Lot Line Change for Aylward and Akscin Located at 14105 Main Bayview Road,650 feet west of the intersection of South Bayview and Cedar Beach Roads in Southold SCTM#1000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr. Lark: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, May 11, 2009: WHEREAS, an application for a lot line change was submitted on October 2,2008; and WHEREAS,the Town of Southold Planning Board granted conditional final approval on December 8, 2008, upon the survey map,dated July 29,2008, prepared by Barrett, Bonacci and Van Weele, PC,subject to the following condition: The filing of new deeds with the Office of the Suffolk County Clerk pertaining to the lot line change and, upon filing, submission of a copy of each to this office;and WHEREAS,a copy of the new deeds filed with the Office of the Suffolk County Clerk pertaining to this lot line change were provided to this office on March 17, 2009; be it therefore RESOLVED,that the.Southold Town Planning Board hereby grants Final Approval on the survey,dated July 29, 2008, prepared by Barrett,Bonacci and Van Weele, PC. and authorizes the Chairman to endorse the maps. (Map last revised 1/15/094 Enclosed please find a copy of the map for your records. If you have any questions, please do not hesitate to contact this office. Very truly yours, Martin H. Sidor Chairman Encls. cc: Building Dept., Assessors 1111111 lila 1111111111 Illil 11111 IIiiE Ellli iElil fill IIII 1111111 IIIII IIIII IIII IIII SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 06/29/2016 Number of Pages: 4 At- 01:34:35 PM Receipt Number : 16-0099312 TRANSFER TAX NUMBER: 15-31982 LIBER: D00012868 PAGE: 803 District: Section: Block: Lot: 1000 089.00 01.00 001.001 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $3691000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $250.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $1,476.00 NO Comm.Pres $5,880.00 NO Fees Paid $7,876.00 TRANSFER TAX NUMBER: 15-31982 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County FilF Number of pages RECORDED 2916 Jun 29 01:34:115 PI1 JUDITH N. PASCALE CLERK OF This document will be public SUFFOLY COUNTY record. Please remove all L DDOO128613 Social Security Numbers P 803 prior to recording. DT# 15-31982 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording ding/Filing Stamps 3 FEES Page/Filing Fee ov Mortgage Amt. 1. Basic Tax Handling 20. 00 2. Additional Tax _ TP-584 5�U Sub Total Notation SpecJAssit. or EA-52 17(County) �� Sub Total �D• 5pec./Add. EA-5217(State) TOT.MTG.TAX R.P.T.S A. 2D0 Dual Town Dual CountyT Held for Appointment Comm.of Ed. 5. 00 Transfer Taxi Affidavit �' Mansion Tax The property covered by this mortga a is Certified Copy or will be improved by a one or t NYS Surcharge 15. 00 ( (�D family dwelling only. / Sub Total_ /`% YES or NO Other If N0,see appropriate tax clause on Grand`Total 57,0• page# of this insIr 4 Dist.Looi 16018443 1.coo oesoo oloo 001001 1 5 Community Preservation Fund X.Real Property P T S� ` (lll��lll��l��ll�llll�lll�l�lll�ll Consideration Amount$ 369,000.00 Tax Service F2 VIT A I II Agency 27-JUN-1 PF Tax Due $ 5,880.00 Verification Improved 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address RECORD&RETURN TO: Vacant Land X TD 10 JOSEPH H GIBBONS ESQ PO BOX 332 TD NEW SUFFOLK NY 11956 TD Mail to:Judith A. Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Na Decision 2000 Real Estate Services, www.suffolkcountyny.gov/Clerk Title# 16-08-8649 Inc. 81 Suffolk Counly Recording & Endorsement Page This page forms part of the attached Deed made by: (SPECIFY TYPE OF INSTRUMENT) RAYMOND J. AKSCIN and The premises herein is situated in STELLA M. AKSCIN SUFFOLK COUNTY.NEW YORK TO 1n the TOWN of Southold RALPH NADILE and In the VILLAGE CARRIE NADILE or HAMLET of Southold BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING 12 o1a.10100kk (over) Page 1 of 4 conn Tone- 1� ao:b Fame 8002—Bugam and Sale teed mth Ccveoaat agmntt Grantor's Acis—tndrvidwl or Cwpomnoo(Toa&Sheet) 1 CONSULT YOUR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD HE USED BY LAWYERS ONLY. N.Y.S. REAL ESTATE TRANSFER TAX $1,476.00 THIS INDENTURE,made the 1st day of June ,in the year 2016 BETWEEN RAYMOND J. AKSCIN and STELLA M. AKSCIN, his wife, residing at 127 Bagaduce Lane, Sedgwick, Maine 04676 party of the first part,and RALPH NADILE and CARRIE NADILE, his wife, residing at 62-29 82nd Place, Middle Village, New York 11379 party of the second part, WITNESSETH,that the party of the first part,in consideration often dollars and other valuable consideration paid by the party of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected,situate, lyingandbeing at Cedar Beach, Town of Southold, County of Suffolk and State of New York, being bounded and described in Schedule A which is attached hereto. BEING AND INTENDED TO BE the same premises conveyed to the party of the first part by deed dated January 24, 2012 and recorded in the Suffolk County Clerk's Office on February 3, 2012 in Liber 12684 Page 149. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises-,TO HAVE AND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid AND the party of the first part-in compliance with Section 13 of the Lien Law,covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word party"shall be construed as if it read"parties"whenever the sense of this indenture so requires IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF Raymond . Akscin A-k ",Ae5�t Stella M. Akscin Page 2 of 4 ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York County of ss On the day of ,in the year 20 ,before me the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence,to be the individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that(he)(she)(they)executed the same in(his)(her)(their)capacdy(ies),and that by (his) (her) (their) signature(s) on the instrument, the individual(s) or the person upon behalf of which the individual(s) acted, executed the instrument ACKNOWLEDGEMENT TAKEN IN NEW YORK STATE State of New York County of ,ss: On the day of ,in the year 20 ,before me the undersigned,personally appeared personally known to me or proved to me on the basis of satisfactory evidence,to be the individual(s)whose name(,&)is(are)subscribed to the within instrument and acknowledged to me that(he)(she)(they)executed the same in(his)(her)(their)capacity(ies),and that by (his) (her) (their) signature(s) on the instrument, the individual(s) or the person upon behalf of which ane individual(s) acted, executed the instrument ACKNOWLEDGEMENT BY SUBSCRIBING WITNESS TAKEN IN NEW YORK STATE State of County of ,ss On the day of in the year 20 before me the undersigned,personally appeared the subscribing witness to the foregoing instrument,with whom I am personally acquainted,who being by me duly swom,did depose and say,that(he)(she) (they)reside(s)in ;that(he)(she)(they)know(s) to be the individual described in and who executed the foregoing instrument;that said subscribing witness was present and saw said execute the same;and that said witness at the same time subscribed(his)(her)(their)name(s)as a witness thereto. ACKNOWLEDGEMENT TAKEN OUTSIDE NEW YORK STATE State of Maine County of Hancock,ss: (or insert District of Columbia,Territory,Possession or Foreign Country) On the k5A-day of Marin the year 2016,before me the undersigned,personally appeared RAYMOND J AKSCIN and STELLA M.AKSCIN personally known to me or proved to me on the basis of satisfactory evidence,to be the indiv,dual(s)whose name(s)is (are)subscribed to the within instrument and acknowledged to me that(he)(she)(they)executed the same in(hisHhef)(their) capacity(ies),and that by(his)(her)(their)signature(s)on the instrument,the individual(s)or the person upon behzlf of which the individual(s)acted,executed the instrument and that such individual made such appearance before the undersigned In the•aty of _ Sedgwick,State of Maine. ; v DIANE M WILLEY WARD Notary Public,Maine - MY Commission Expm January 5 2019 Notary Public BARGAIN AND SALE DEED RETURN BY MAIL TO Title No. JOSEPH H. GIBBONS ESQ PO BOX 332 RAYMOND J. AKSCIN and NEW SUFFOLK NY 11956 STELLA M. AKSCIN to RALPH NADILE and CARRIE NADILE District, 1000 Section, 089 00 Block, 0100 Lot: 001 001 GuurrlyerTown. Southold Distributed By Chicago Title Insurance Company Page 3 of 4 SCHEDULE A All that certain plot,piece or parcel of land,situate,lying and being at Cedar Beach,Town of Southold.County of Suffolk and State of New York,known and designated as part of "The Tennis Court and Playground"as shown on a certain map entitled"Subdivision Map of Cedar Beach Park" which said map was filed in the Office the Suffolk County Clerk on December 20,1927 as Map No. 90,being more particularly bounded and described as follows: Beginning at a point distant the following two courses and distances from the comer formed by the intersection of the westerly side of Cedar Beach Road with the northerly side of Main Bayview Road. 1. North 68 degrees 17 minutes 20 seconds West 682.26 feet; 2.North 30 degrees 36 minutes 10 seconds East 252.84 feet to the true point or place of beginning; Running thence from said point or place of beginning along land now or formerly of Suzanne Fraser Sullivan,North 30 degrees 36 minutes 10 seconds East 309.78 feet to land now or formerly of Brian C.Willie and Robin Remick; Thence along said last mentioned land,South 69 degrees 26 minutes 50 seconds East 470.88 feet to land now or formerly of Mark and Barbara Madden; Thence along said last mentioned land,South 22 degrees 16 minutes 40 seconds West 29.00 feet to and now or formerly of Peter B.Owen; Thence along said last mentioned land,South 24 degrees 24 minutes 20 seconds West 286.89 feet to land now or formerly of William and Nancy Aylward; Thence along said last mentioned land,North 68 degrees 17 minutes 20 seconds West 504.89 feet to the point or place of Beginning. Together with the Benefits and Subject to the Burdens of a Right of Way contained in a deed dated December 8,2004 and recorded in the Suffolk County Clerk's Office on December 22,2004 in Liber 12361 cp 881 and as ratified in an Agreement to Ratify Easement dated lune 18,2009 and recorded in the Suffolk County Clerk's Office on May 21,2010 in Liber 12625 cp 564. Said Right of Way is described as follows: All that certain plot,piece or parcel of land,situate,lying and being in the Town of Southold,County of Suffolk and State of New York,being more particularly bounded and described as follows: Beginning at a point on the northerly side of Main Bayview Road distant 644.42 feet easterly from the comer formed by the intersection of the northerly side of Main Bayview Road with the easterly side of Midland Parkway; Running thence from the point of beginning North 30 degrees 32 minutes 10 seconds East 497.42 feet; Thence South 76 degrees 58 minutes 30 seconds East 269.40 feet; Thence South 79 degrees 52 minutes 35 seconds Bast 92.31 feet; Thence South 30 degrees 32 minutes 10 seconds West 70.00 feet to a point and the beginning of a curve to the right; Thence along said curve to the right being a cul-de-sac having a radius of 50.00 feet a distance of 139.33 feet to a point and the beginning of a curve to the left; Thence along said curve to the left having a radius of 20.00 feet a distance of 30.42 feet to a point; Thence North 76 degrees 58 minutes 30 seconds West 186.28 feet to a point and the beginning of a curve to the left; Thence along said curve to the left having a radius of 19.50 feet a distance of 24.67 feet; Thence South 30 degrees 32 minutes 10 seconds West 458.73 feet to a point and the northerly side of Main Bayview Road; Thence&long the northerly side of Main Bayview Road,Nath 63 degrees 16 minutes 40 seconds Nest 30.57 feet to the point or place of Beginning. INSTRUCRONS(RP-5217-PDF-INS),www.orps.state.ny us FOR COUNTY USE ONLY L Now Yank State DepaArnern of C1.SMS Code i / (��,�l,/9 i Taxation and Finance C2.Dub Dead Recorded I 0"'/a 7/ /6 I Office of Real Property Tex Services a RP-5217-PDF C3.Book G.Pe8® i 1 I U 1" 1 Real Property Transfer Report(BNS) PROPERTY INFORMA710N 1•PraPeh 19105 Main Bayview Road Location •eT16E7µ11E01 •eTPEEi W WF Southold Southold 11971 -COYCRTONN WAGE - -ZPCDM :•Buyer Nadile Ralph Nssw •IvsTNAllacourARr narx+rlE Nadile Carrie IASTNANFXXBFNM RWP WYE 3.Tax mdrelewhom Ram Tex Sas ere to be sem B6gng Cother Owbuyer address(atbtmamofform) LASTRNUCMWW TIM NAME Address STREETMUWAAMONAME anatnxvY STATE lip ewe 4.Indicate the nmbw of Asseamwd 1 Part d e Pared (only a Put of a Parooy Check a They apply: Roll parents tranafnrlad on the deed e d Parcels OR 4A.Planning Board vnth SuhdmWm Auaolay Exhh ❑ s OR 3.4 7 4B.Sub Asm Approval win Required for Tr•.urer Plapwty •faarnFrri •rnEDT-1 •MMES El gra 4C.Pend Approved to SWdvdanwith Map Ofmosd ❑ Akscin Raymond J. 6 Seller •Mt".KX0YaANr Fww WYE Name Akscin Stella M. tAerrvUEirow rarer KWE h.Select the rbcrl;don which most accenlaly describes the Check the,bora below as they apply: . age orthe property at the time of ala: 0.Omterahip TWO to Candanimum ❑ C.Residential VacantLand B.New Consimcben on o Vacant Land ❑ 16A.Properly Located mthm an Agnaatuml DL*kt ❑ 168.Buyer received a dddoalre nobw Indicating that the property ra In an Aydwltaral District ❑ SALE INFORMATION 15.Cheek ane or more of thew eoadwone w Applicable to transfer. A.Sale Between RSlolWos or Farman Palau m 11.Bun Gon,aetwm 06/04/2015 B Selo bstwem Retroed Canpaaes or Partromm Business. C.One of the Bsyere 13 deo a Senor •1 z Data of Saleirrembr 06/14/2016 D.Buyer orSader Is Gwamu and Agency or Loafing mmtution I_Dad Type rmt Vk".ty Or Bargain end Sale(SpeMy WO-) F.Sale of Fmcdmal or Less than Fee Interest(Speafy Below) '13.Full Sale Pt1a 369,000•00 G SIgN(kalt Change In Property Bahwen Taxable Stwa and Salo Data; H.Sole of Buslnase to Included In Sala Pace 1 Full Sade Prim ie the total amurm pad Lor the property bldudma Personal property. 1.Other unusual Factors AftaWng Sao Pew(Spoafy Below) TId3 payment may be in the tam d rants,cher property Orgooda.or the afaumpbOO Of J.Nure matgogas or other Obirgedoa)Floss round to the neared whoa ddWemomt bd Canmam(s)on Condom: 14.Indium the value of personal property Included In the sale .00 ASSESSMENT INFORMATION-Data should reflect the latest Final Assessment Rolland Tax BUI 16.Year of Assessment Rall from which lydomngootakenfM 15 h7.Total Assessed Value 2.800 '19.Property Cleo 311 - •19.achoot Oland Nems Southold /0 0 120.Tea IIOp meeRaer(ayRoe klmtmar(a)(if mom man four.a6ach Slow with addMmal Idendpar(el) 89-1-1.1.poi CERTIFICATION 1 Gadfly that enol fbe leenn d Irdorrrle8m entarnd omthts faro are taw and correct(to the bat of oIy lmmwledge and Well and 1 wdamand that the makingal any WAIdul htse statement of material fact henln sub)od mato Me ffivJNana pf thlafgalkRnmtlro m tha making and Mine of fete Instnanwds. Ser I ER SIGNATURE BUYER CONTACT INFORMATION ---- - - - (EKerb�3Rbmtuaegryw Nom ubuyMmLLt'iamery eraedNarl.rnryaabon,pwsmdlmepury.eenew emaT TUN n lana ildmo`at await aa4eery,ttrn a roma and rented ntamamd an namelaurwaroetae t 1 6/1/2016 e"gi70O1wurr°dab°ar�ranaa.or.rarawuwwweeTyworedwcr.nrl etuEvr—T GAIL Raymond J. kscin Nadile Ra1Dh BUYER SIGRATURE �/� • -LWNAW FRET YAYE ' 6/14/2016 'ARE.rroe 'IMETIaENADMre.eFwwm 9 eG14713E MITE Ralph Nadile 62-29 82nd Place ' •wllfEl MJm<]t •anREeI NATE I I _Middle Village NY 11379 'Inure TOAw MATE 4P Cox BUYER'S ATTORNEY Gibbons Joseph H. LAIT RUE Flv3TYAYE (631) 298-9676 l MEA Carc lE1FREN6M114gI F.®®1 11 I I I r l Twomey, Latham, MAILING ADDRESS: Shea, Kelley, Dubin & Quartararo LLP Post Office Box 9398 Riverhead,New York 11901-9398 Attomeys at Law MAIN OFFICE: Thomas A.Twomey,Jr. 33 West Second Street (1945 Stephen 2014) D ��O V Riverhead,New York 11901-9398 Stephen B Latham v John F.Shea,III Telephone:631.727.2180 Christopher D.Kelley Facsimile:631.727.1767 David M.Dubin o mlinneaan asuffolklaw.com www.suffolklaw.com Jay P Quartararo r 4 2017 Extension 265 Peter M.Mott AUGv Direct Fax: (631)574-1258 Janice L.Snead Anne Marie Goodale Bryan C.Van Cott• BUMDING D ff. Kathryn Dalli Lra I Dunathan than TOWN OF SOVMOLD ' au Lisa Clare Kombnnk August 4, 2017 , Patrick B.Fife Martin D.Finnegan, Reza Jeffrey W.Pa i B W. gano � y Hand Bryan J.Drago Bernadette E Tuthill Michael Verity, Chief Building Inspector Craig H Handler Town of Southold Building Department op Alexandra Halsey-Storch Melissa Doris P.O. Box 1179 Daniel Bernard•r Katenna Gnnko s Southold NY 11971-0959 Lorraine Paceleo OF COUNSEL Ree 14105 Main Bayview Road, Southold,N- Kevin M.Fox Kelly E.Kmirons Ralph and Carrie Nadile/Property Owl Karen A.Hoeg ,S'CT #100®- -1- Patricia J Russell SCTM a1 89 1 Jennifer P Nigro Donald L.Mabry Dear Mike: oNY 9I.A BARS r LLM IN TAXATION NY&NJ BARS CCNY,NJ A&\V1BARSSARS As you are aware, this office represents Ralph and Carrie Nadile, who have applied for a building permit to construct their home at 14105 Main Bayview Road iii Southold. A Notice of Disapproval was issued based, in pertinent part, on your interpretation that the lot in question has not been recognized under Section 280-9 of the Town Code. We understand this determinations to be based on the designation of the lot on the 1927 Subdivision Map of Cedar;Beach Park as "Tennis Courts and Playground". As the Town Attorney and Planning Director have agreed, this designation is meaningless and does not in any way render the lot unbuildable. As you may be aware, there is no record of any covenant or restriction limiting the use of the property. The map was filed long before the creation of the Planning Board and no other owners of property in the subdivision have any right or interest in the property. As such,the reference to the terms tennis court and playground in the deeds in the chain of title HER OFFICE LOCATIONS to the property are merely descriptive, The property is clearly described in the OT 20 HER Street deeds by its metes and bounds as well. I am not aware of any provision of the East Hampton,NY 11937 Town Code, State law or any case law that supports your contention that the lot is 631.324.1200 not buildable'simply based on its description in a deed, 51 Hill Street Southampton,NY 11968 631.287.0090 Sectio In 280-9(A)(2)recognizes the existence of lots approved by the 490 Wheeler Road Planning Board. Even if there were any merit to your contention that the deed Suite 150 1 Hauppauge,NY 11788 description impacts the issue of lot recognition,the subsequent review and action 631.265.1414 by the Planning Board in 2008 and 2009 confirms their recognition of the 56340 Main Road P.O.Box 325 Southold,NY 11971 631.765.2300 Mr. Michael Verity August 4,2017 Page 2 of 3 subject parcel as a buildable lot. In December 2008, the Planning Board approved a lot line modification transferring a small portion of the subject premises to the neighboring parcel. That modification could not have occurred absent their recognition of the subject parcel. The resolution of approval, a copy of which is attached hereto,makes it patently clear that the subject parcel was added to the four lot Minor Subdivision of Raymond J, Akscin and Stella M. Akscin. The Planning Board went on to address the road specification requirements implicated by the addition of a fifth lot to the subdivision. The Planning Board's approval was made subject to the requirements of Section 240-57(D) of the Code relating to parcels"created by re-subdivision". The deed that the Planning Board required and reviewed prior to its final approval resolution in May 2009 described the property by reference to the tennis court and playground. Had.the Planning Board intended to sterilize the lot as you suggest,they could have required that the applicant file a covenant restricting the use. No such covenant was required and, as such,there are no cognizable limitations on the Nadiles' right to build their home. Based on the foregoing, we have previously requested that you rescind the Notice of Disapproval and issue a building permit. We complied with your office's request that we review the matter with the Planning Director and the Town Attorney and both have agreed that should be done.Nevertheless, we have been advised that you are requiring the Nadiles to prepare and file a correction deed to remove the reference to descriptive words on the subdivision map and to obtain yet another approval from the Planning Board before a permit can be issued. We have not been provided with an explanation or justification for this request. On behalf of the Nadiles,we respectfully request that you reconsider your position and direct the Building Permits Examiner to issue the permit immediately. In the alternative,we would ask that you specify in writing what language you would like to see in the deed description and what form of approval the Nadiles are to seek from the Planning Board. It is only fair that your determination be substantiated before these homeowners are required to expend untold funds to comply with your demands. Mr. Michael Verity August 4, 2017 Page 3 of 3 Thank your prompt attention to this matter, which is of the utmost importance to the Nadiles. 6ryours, nnegan MDF/lk Enclosure cc: William Duffy, Town Attorney Heather Lanza, Planning Director Amanda Nunemaker, Building Permits Examiner Ralph and Caixie Nadile Richard Mathew, Esq. MAILING ADDRESS: PLANNING BOARD MEMBERS X\1af soar P.O.Box 1179 JERILYN B.WOODHOUSE �0� yO� Southold,NY 11971 Chair OFFICE LOCATION: KENNETH L.EDWARDS Town Hall Annex MARTIN H.SIDOR G 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd.&Youngs Ave.) JOSEPH L.TOWNSEND "'t"CQUn l Southold,NY s Telephone:631765-1938 Fax: 631 765-3136 PLANNING BOARD OFFICE December 9, 2008 TOWN OF SOUTHOLD Richard,F. Lark, Esq. 28785 Main Road - P.Q. Box 973 Cutchogue, New York 11935 Re: Aylward and Akscin Lot Line Change Located at 14105 Main Bayview Road, 650 feet west of the intersection of South Bayview and Cedar Beach Road, Southold SCTM#1 000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr. Lark: The Southold Town Planning Board adopted the following resolutions at a meeting held on Monday, December 8, 2008: WHEREAS, this proposal is for a lot line modification transferring .73 acres from Lot 1, a 4.21 acre lot (SCTM#1000-89-1-1) to Lot 2, a 1.84 acre lot(SCTM#1 000-89-1-3.1). The resulting total lot size for Lot 1 is 3.48 acres and the resulting total lot size for Lot 2 is 2.57 acres; and WHEREAS, Lot 1 (SCTM#1000-89-1-1)would now require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser(SCTM#1000-88-2-17.5) belonging to the pre-existing "Minor Subdivision Plan for Raymond J. Akscin and Stella M. Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and WHEREAS, this lot line change is in accordance with a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk, Appellate Division dated July 1, 2008; and WHEREAS, as stipulated by the Court in this settlement agreement, Mr. W. Aylward would receive a deed to a parcel of land on the westerly and northerly boundaries of his property, from Mr.Akscin, containing .73 acres to be merged with his residence parcel of 1.84 acres for a total lot size of 2.57 acres (SCTM#1000-89-1-3.1). Mr. Akscin would receive a deed for the remaining northerly 3.48 acres (formerly totaling 4.21 acres) (SCTM#1 000-89-1-1)which would require access approval over an existing and improved 30.5 foot wide easement across land owned by Suzanne Sullivan Fraser (SCTM#1000-88-2-17.5) belonging to the pre-existing "Minor Subdivision Pian for Raymond J. Akscin and Stella M. Akscin Plan at Bayview, Town of Southold, Suffolk County, NY"; and i Aylward/Akscin Page Two December 9. 2008 WHEREAS, access approval over the existing easement on Suzanne Sullivan Fraser's lot has been granted by Ms. Sullivan Fraser; and WHEREAS, the Town of Southold Planning Board reviewed the application at their October 20, 2008 Work Session; and WHEREAS, based upon this review, requests were sent to the Town of Southold's Engineer and Highway Superintendent for a determination as to the appropriate width of the existing easement on Ms. Sullivan Fraser's land; and WHEREAS, the existing 30.5 foot wide easement currently provides access to the pre- existing Minor Subdivision of Raymond J. Akscin and Stella M.Akscin 4 lots which is in compliance with Town Code. (See Town of Southold Code Article III— Roadway Construction, §161-15—Construction Specifications); and WHEREAS, as a result of this lot line change, Mr.Akscin's lot would require access via this easement as well, resulting in the easement serving a total of 5 lots; and WHEREAS, The Town of Southold Code requires that an easement serving 5 lots or more in the AC Zoning District must be a minimum of 50 feet wide. (See Town of Southold Code Article III —Roadway Construction, §161-15—Construction Specifications); and WHEREAS, a determination and recommendation were made by the Town of Southold's Engineer and Highway Superintendent to allow the existing width of the easement to remain as 30.5 feet in width so as not to disturb and to continue to protect existing wetlands on the properties and avoid having a road go through the wetlands; and WHEREAS, it was further determined and recommended that waiving the Code requirement of a 50 foot wide easement(§161-15) for this particular instance was in the best interest of this proposed lot line change so as to expeditiously settle a long-running land dispute; and WHEREAS, this recommendation was presented to the Town of Southold Planning Board on October 31, 2008; and WHEREAS, the Town of Southold Planning Board agreed with the recommendation; and WHEREAS, the Southold Town Planning Board has the ability to waive the public hearing for this lot line change pursuant to Southold Town Code§240-56 for the following reasons: 1. This proposed lot line change is transferring a small amount of land from one parcel to another to satisfy a Stipulation of Settlement per the Supreme Court of the State of New York, County of Suffolk, Appellate Division; and vI Aylward/Akscin Pacie Three December 9. 2008 2. This lot line change has no significant negative environmental effects, and does not impact future planning of the affected parcels or surrounding area; be it therefore RESOLVED, that the Southold Town Planning Board, acting under the State Environmental Quality Review Act pursuant to 6 NYCRR Part 617, Section 617.7, establishes itself as lead agency, and as lead agency, performs an uncoordinated review of this Unlisted Action; and be it further RESOLVED, that the Southold Town Planning Board makes a determination of non- significance and grants a Negative Declaration; and be it further RESOLVED, that the Southold Town Planning Board hereby grants Conditional Final Approval upon the survey map, dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC, subject to the following condition: 1. §240-57 (D): Each parcel created by re-subdivision shall be shown on a survey prepared by a licensed surveyor and filed in the Office of the Planning Board. Any land being transferred by such re-subdivision shall be deeded to the owner of the property in identical name so the new area merges with the existing parcel and shares therewith a common identification number on a Suffolk County Tax Map. The deed and legal description for any re-subdivided parcel shall be recorded in the Office of the Suffolk County Clerk. This condition must be met within six(6) months of the resolution unless an extension of time is requested by the applicant and granted by the Planning Board. Upon fulfillment of the condition, the Planning Board will issue final approval and authorize the Chairperson to endorse the final surreys. Enclosed is a copy of the Negative Declaration for your records. If you have any questions regarding the above, please contact this office. Very truly yours, Jerilyn B. Woodhouse Chairperson Encl. ® MAILING ADDRESS: PLANNING BOARD MEMBERS �Q�SQUry P_O.Box 1179 MARTIN H.SIDOR �� O�� Southold,NY 11971 Chair ONCE LOCATION: WILLIAM J.CREMERS vs Town Hall Annex KENNETH L.EDWARDS YQ 54375 State Route 25 GEORGE D.SOLOMON (cor.Main Rd. &Youngs Ave.) JOSEPH L.TOWNSEND �CQ � Southold,NY Telephone: 631765-1938 Fax: 631765-3136 PLANNING BOARD OFFICE May 12, 2009 TOWN OF SOUTHOLD Richard F. Lark, Esq. c% Lark& Folts 28785 Main Road —P.O. Box 973 Cutchogue, New York 11935 Re: Proposed Lot Line Change for Aylward and Akscin Located at 14105 Main Bayview Road, 650 feet west of the intersection of South Bayview and Cedar Beach Roads in Southold SCTM#1000-89-1-1 and 89-1-3.1 Zone:AC Dear Mr. Lark: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, May 11, 2009: WHEREAS,an application for a lot line change was submitted on October 2, 2008; and WHEREAS,the Town of Southold Planning Board granted conditional final approval on December 8, 2008, upon the survey map,dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC, subject to the following condition: The filing of new deeds with the Office of the Suffolk County Clerk pertaining to the lot line change and, upon filing, submission of a copy of each to this office; and WHEREAS, a copy of the new deeds filed with the Office of the Suffolk County Clerk pertaining to this lot line change were provided to this office on March 17, 2009; be it therefore RESOLVED, that the Southold Town Planning Board hereby grants Final Approval on the survey, dated July 29, 2008, prepared by Barrett, Bonacci and Van Weele, PC. and authorizes the Chairman to endorse the snaps. (Map last revised 1/15/09a Enclosed please find a copy of the map for your records. If you have any questions, please do not hesitate to contact this office. Very truly yours, vim Martin H. Sidor Chairman Encls. cc: Building Dept., Assessors i IT LAND NOW OR FORMERLY OF ROBERT CFIEN7AN0 LAND NOW OR FORMERLY OF SCTM#1000-88-2-177 BRIAN C WILLIE&ROBIN REMICK I�Z SCTM#1000-88-2-17.8 ov1� ------ ��' — _J — -- S 69'26_50" E __ -- _ _ Jeq • 'NO,P�YSICAL POSSESSION' tial/ \\ 1 C', N 0, uoi C' O2 \\ "I 1/�"� ��—1,;,/ � 111 •.\• � � IN ---------- I W I Jm I I 0 i I04 � 4 ^ • a 1 40 0 o }I J == R + the O % I s o o� rn AL � N IL MAll, A,, a N O 1ALL �r.°puTa orv�'i an xueNiwrvrovar.�"ns wY k 1 JF NTS0.EG Y� m3y`6 SUFYRK y QJ I a0� "MARSH' —��` % QJ Iz N68'1720" P -- — -- —504.89' 1 J¢ l0 J IN 11I 1T,� SCTM#1000-89-i-P/O 1 I IW I I � APPROVED BY PLANNING BOARD I J 1 z TOWN OF SOUTHOLD I —_ ♦♦ N 66'17'20'W 1 -- -- -- 68226' U DATE MAY 122009 MAIN BAYVIEW ROAD Ie IJ 1/15/09 A.V R. CERTIFICATIONS Dmc BY RI,9 I 6r AN R WJ --- N 1 BBY Barrett O — �� NOTEs BOnaccl & J CONCRETE CURB [] ELECTRIC CONTROL BOX 1 LO7 AREA-151.838 SQUARE FEET OR 3.48 ACRES Van Weele, PC o,i m DROP CURB ® WATER METER 2.PROPERTY KNOWN AS PART OF'THE TENNIS COURT AND PLAYGROUND' WALL ® DRAINAGE INLET/STRUCTURE ON SUBDIVISION MAP OF CEDAR BEACH PARK',FILED DECEMBER 20, CMI Engineers 175A Commerce Dnw 1927 AS MAP NO.90 8 !N BAYVlE GE OF PAVEMENT a SIGN Hauppauge,11 11788 MA 3 PROPERTY IS W THIN FLOOD ZONE%(AREAS OF 500-YEAR FLOOD, Surveyors T(p 1 ouge,111 •Y ROAD —OH— OVERHEAD WIRES `n+ UTILITY POLE AREAS OF 100 YEAR FLOOD WITH AVERAGE DEPTHS OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS MAN 1 SQUARE MILE AND Planners F 631 435.1022 —m - STOCKADE FENCE CONCRETE AREAS PROTECTED BY LEVEES FROM 100 YEAR FLOOD)AND FLOOD www bbap- ZONE AE(BASE FLOOD DETERMINED)ACCORDING TO FEMA FL GO —o FENCE OTHER ■ MONUMENT INSURANCE RATE MAP COMMUNITY PANEL NO.3610300167 G. , 0000000 HEDGE HAVING AN EFFECTIVE DATE OF 5/4/98 TaxMapDISTRICT 1000 SECLION 89 BLOCK 1 PCO LOT 1 5 LIMIT OF WETLANDS DELINEATED BY OTHERS (SEE NOTE) PROPERTY 6 SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED dbTaprYdp`af l�.m�wa md.w mmdavwAb eaap�brdlm�4 OR CONSIDERED AS PART OF THIS SURVEY. lod s.,.we°da�Ih,e.ry.YoLme �.m�a Rd..adeds,,.,mw SDUAiE ednm,a°N b b 4>6 d,etwd Nwm m Te odemeHwudw meVv�ln FIRST AMERICAN TITLE INSURANCE COMPANY OF NEW YORK SOUTHOLD d"O ®'� 4°i1v1 n" RAYMOND J.AKSCIN Y°b "8p�d"° OWN OF SOUBiCHD SUFFOLK COUNIY N.Y. I iuaW ummdlay e°.HwmdSu T1DDdla,vvm SURVEY CaprdM.o..l nvm6.� Mbd •.�e'r•�•d.deM,ylwndd VMARIG71 6dlmn—m.1% edb W. .6m bde p°pe,Vpw°mlaaiyelrpnpvn and ua°°ddi"ebm me nd Mrddmedd°Nbw°dmd b.mJd dmb°n.e.dwM°q c Z[OOSIBBVPC bm�.mm4oN.,aT�lmk lab.daM+ate+.=ddae„nbaA°q,e�ero°tl,ummmn.s,l.dom"d ev6mr9mm wm rd mvd°°d Dem Sm W%^d Na No 1 OT 1 Y1DYrAxuxl °"'"d°'de'e P°'dd+.'"'+�`eve'"•c'�'"dwwa'e<..a.dei,.m°^"'b,.^"°�a�^�°�m�*^ddmdo.ewade+*.�..w DECEMBER 17.2008 1°.40' A080111 Town Hall Annex Telephone(631)70p-1842 D 54375 Mala Road • �� ropel:rlCheg rt own soutllolG nV l!S OCT 202017 Wa DING DEPARTNEW �e v�i�– �-�d o BUILDING DEP& TOWN of SOUTHOLD TOWN of S; LIGATION FOR ELECTRICAL INSPECTION REQUESTED BY: Date: Company Name: Name: 'To-All v s o h License No.: Address: hone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: *Address: Jc��os mfg%:✓ �i5S✓ !�� -�pv V,alb *Cross Street: ,— t *Phone No.: Permit No.: yap�,g Tax-Map District: 1000 Section:_'R_9 Block:�� Lot: J�J *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: YES/ Rough In Final *Do•you need a Temp Certificate: YE / NO Temp Information(! ed) *Service Size: 1 Phase 3Phase 100 150 200C30?0350 400 Other *New Service: Re-conne Undergroun Number of Meters Change of Service Overhead Additional Information: AYMENT DUE WITH APPLICATION 0hn �� G7�4 � l?LI too .8241equest for I wdo Fo 9, 3 `fir C b BUILDINGDEPAatTMEHT TOWN-. SOUTHOLD cp ® : Town Hall Anriezyi.54375 Main Road:•P.O.Box,1179•Southold,NY 11971-0959 ,Telephone(631).765-1802•Fax(631).765-9502` Date l D-� ,20 Number of eters,,",". ` Tiemppor-airy Certificate Lk, 4 Phase ;� - lQ t d- - J Overhead,''01 Underground• . New Service'.``6 Change of Service' L7 -Reconnect Existing Service ❑ Location' 4 6D U.4 i>`[d Issued to ''' •'0�1 (�� O� l l -.Installed Lic.# 3 Refe'renoe �1� ^ Ap'pllcation:for electhcai`service equipment is on',file with the Town of Southold.On applicant's notification that this installation is complete;"the town will conduct a premises inspection of the service equipment. This ver!' v 'on is-va' 0 a from the above date. 3Authi�ized,by 3 SUI Q Scott A. Russell �; ( �� S`7C'��)KI��[��vA��[�)E)K SUPERVISOR U) N[A NAGIEIMI 1EN IF SOUTHOLD TOWN HALL-P.O.Box 1179 p ��✓ Cr �r 7 7�7 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town o iJ o u th o G(.G r--� F��c 7r CHAPTER 236 - STORMWATER MANAGEMENT W SEFT2017 ( TO BE COMPLETED BY THE APPLICANT ) BUILDWG DEPT. DOES THIS PROJECT INVOLVE ANY OF THE E ]FOI,I,AW OF SOUTIEYOLD (CHECK ALL THAT APPL n Yes No . A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑[A B. Excavation or f illing involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑n C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. i ❑R D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑@ E. Site preparation within the one-hundred-year floodplain as depicted -on.FIRM-Ma-p-of-any wat-er-courrse. - -- -- - ❑ F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOP! Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. S APPLICANT. (Property Owner,Design Professional,Agent,Contractor,Other) .C.T.M. #: DooDate: NAME: Section Block Lot jMlul[i -sY.R•1 1=0R BUILDING DE -NT USE ONLY Contact Information "rdtyhone hmn4ri Reviewed By: jx - - - - - - - - - - - - - - - - - - gas-�i7 Date: Property Address/ Location of Construction Work: — — — — — — — — — — — — — — — — — Approved for processing Building Permit. t mat' l 0-IL V111W — Stormwater Management Control Plan Not Required. Stormwater Management Control Plan iz,Required (Forward to Engineering Department for Review) FORM 11 SMCP-TOS MAY 2014 APPLICANT S.C.T.M. I000 aosti CHAPTER 236 r (Property Owner,Design Professional, gent Contractor,Other) —�,,, pA L - Stormwater Management Control Plan CHECK LIST NA G fwn E, Tu S4- section Block Lot I z S M C P -Plan Requirements:P rovide ONE copy of the Building Permit Application. loA - Date: o * The applicant must provide a Complete Explanation and/or Reason for not providing Tcl.•pbnne NuniOer 1 all.Information that has been Required by the following Checklist! I A Site Plan drawn to scale Not Less that 60' to the inch MUST FN If NA If You answered No or NA to any Item, Please Provide Justification Herei show all of the following items: If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries FVJ�QJE= b. Total Site Acreage, c. Existing - Natural & Man Made Features within 500 L.F. Et ' of the Site Boundary as required by §236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. 0 e. Limits of Clearing & Area of Proposed Land Disturbance. 771=1= f. Exist ing & Proposed Contours of the Site (Minimum 2'Intervals) g. Location of all existing & proposed structures, roads, driveways, sidewalks, drainage improvements & utilities. h. Spot Grades & Finish Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). 0 t k. Location of proposed Construction Entrance/Staging Area(s). i I. Location of proposed concrete washout area(s). M, Location of all proposed erosion&sediment control measures. 2. Stormwater Management Control Plan must include Calculations showing i that the stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(21 Inch rainfall/storm event. 3. Details&Sectional Drawings for stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion & Sedurrient Controls. b. Construction Entrance & Site Access. f c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leach ing Structures (e. • infiltration basins,swales,etc.) I OR I:N(;ItiI-:I-;ItIN(a DEPARTMENT USE ONLY Additional Information is Required. Reviewed & I Stormwater Management Control Plan is Not Complete Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date. I ® SMCP has been approved by the Engineering Department. I FORM * SWCP Check List -TOS MAY 2014 -L NOTE STORMYATER MANAGEMENT C047ROL PLANS MUST SROM CRO55 SECTIONS AND/OR DETAILS FORALL PROPOSED DESIGN ELEMENTS it E—-- — (ILis DramnA[s nnlp one oc4mpfe of an AdequnSe Stnrm4iala�lavat cmeot Conwl Pim) kM o °4R d v.�+.�M.=aw r„d am.me4ek d... aiw RQn!•wrvm.aN. / 1 w°s.ryv.m.mdJcTamK�!�9.S...S rM • 4 - _--. � '7S` + rwanou a 1 �am.wo w e uM^`-hlaa h.ry�m:ceJclrrr��,,..gg w'('^w.wd Sana aap t o a a m �� st ► f� a� _ 7g o 1 a � t SITE PLAN DATA:(To Include) knft6d<Pn4IDFIRYORNT]4 TSToUtOrAID: .L•IoMFPnAuRn£icSAsSnwCnrnIwauv Tow.RLeAmkLWLw4emmmtm TWTIIOFGCAO ^u-�� ms � �°:�' �a••.��„•a,_� � � \4�) I!t (�O��aa STORhiWATERDRAINAGE CALCULATIONS:(To Include)PMF TOTALMFAWA lMTin4TOL3MFMFS _ _ o e y 1I PATfOARFA — Auan�am4ro4vto�3Mr.4s smnuvnmecvcV4wnas FonnraA4nsui ... F.ac+.Psngvnia�Ya+.nr_saeaormtnF STORM\VATER MANAGEEMEN T CONTROL.PLAN' Test Role SC.a r.®-W...,. �a DD JAN 2 5 2017 BUILDING DEPT. TOWN OF SOUTHOLID Alii J.M.0. Environmental Consulting Services January 19, 2017 DD Building Department JAN 252017 Town of Southold EUXDINGDEPT. Town Hall Annex TOWN of SOUTjroLD 54375 Route 25 P.O. Box 1179 Southold, NY 11971 Re: Nadile Property, 14105 Main Bayview Road, Southold S.C.T.M.No. 1000-89-1-1.1 To Whom It May Concern: Enclosed please find are the additional copies of the survey of this property and the Stormwater Management Work Sheet for this project. We had dropped off the application packet last week at your office and at that time we were told that we needed to also submit the enclosed. Please feel free to contact our office at any time should you have any questions or comments regarding this project. I may also be contacted via e-mail at Giust 10215 gAOL.COM. Resp lly, GI E. Just' Phone (631) 653-0607 • Fox (631) 653-3348 121 Jessup Ave • 2nd Floor . RO. Box 447 Quogue, New York 11959-0447 pF SO(/ly®l Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 iQ MUM, ,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD September 24, 2019 Ralph Nadile 62-2982 nd Place Middle Village, NY 11379 Re: 14105 Main Bayview Rd. Southold TO WHOM IT MAY CONCERN: The Following Items(if Checked)Are Needed To Complete Your Certificate of Occupancy: Electrical Underwriters Certificate A fee of$50.00. /Final Health Department Approval. /Plumbers Solder Certificate. (All permits involving plumbing after 4J1/84) Trustees Certificate of Compliance. (Town Trustees#765-1892) Final Planning Board Approval. (Planning#765-1938) Final Fire Inspection from Fire Marshall. Final Landmark Preservation approval. Final inspection by Building Dept. Final Storm Water Runoff Approval from Town Engineer BUILDING PERMIT — 42028 — New Dwelling FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 24, 2017 TO: Glenn E. Just(Nadile) JMO Environmental Consulting PO Box 447 Quogue,NY 11959-0447 Please take notice that your application dated January 25, 2017: For permit to construct a new single-family dwelling at: Location of property: 14105 Main Bayview Road, Southold,NY County Tax Map No. 1000— Section 89 Block 1 Lot 1_1 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this vacant conforming 151,636 sq. ft. lot in the AC District is not permitted pursuant to Section 144-91), which states: If the application, together with plans, specifications and other documents filed therewith, describes proposed work which does not conform to all the requirements of the Uniform Code and all other applicable building regulations, the Building Inspector shall disapprove the same and shall return the plans and specifications to the applicant. The Building Inspector shall cause such refusal, together with the reasons therefor, to be transmitted to the applicant in writing. In addition,the posed single-family dwellingipermitted pursuant to Section 280-913, which states: All lots which are not recognized by the Town pursuant to the above section shall not receive any building permits or other development entitlement. The proposed construction is not a permitted use on this lot as specified through the approved subdivision map of Cedar Beach Park, filed on December 20, 1927, and the Southold Town Planning Board lot line change approval, dated May 12, 2009, which designate this lot as "Tennis Courts and Playground." I rk� Authorized Xglatbre 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. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 24, 2017 RENEWAL: May 23, 2017 TO: Glenn E. Just(Nadile) JMO Environmental Consulting PO Box 447 Quogue,NY 11959-0447 Please take notice that your application dated January 25, 2017: For permit to construct a new single-family dwelling at: Location of property: 14105 Main Bayview Road, Southold,NY County Tax Map No. 1000—Section 89 Block 1 Lot 1_1 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this vacant conforming 151,636 sq. ft. lot in the AC District is not permitted pursuant to Section 144-91), which states: If the application, together with plans, specifications and other documents filed therewith, describes proposed work which does not conform to all the requirements of the Uniform Code and all other applicable building regulations, the Building Inspector shall disapprove the same and shall return the plans and specifications to the applicant. The Building Inspector shall cause such refusal, together with the reasons therefor, to be transmitted to the applicant in writing. In addition, the proposed single-family dwelling is not permitted pursuant to Section 280-913, which states: All lots which are not recognized by the Town pursuant to the above section shall not receive any building permits or other development entitlement. The proposed construction is not a permitted use on this lot as specified through the approved subdivision map of Cedar Beach Park, filed on December 20, 1927, and the Southold Town Planning Board lot line change approval, dated May 12, 2009, which designate this lot as "Tennis Courts and Playground." Authorize Signature Note to Applicant: Any change or deviation to the above referenced application, may require further review by the Southold Town Building Department. FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: March 24,2017 RENEWAL: May 23, 2017 RENEWAL: July 18, 2017 RENEWAL: September 15, 2017 TO: Glenn E. Just(Nadile) JMO Environmental Consulting PO Box 447 Quogue,NY 11959-0447 Please take notice that your application dated January 25,2017: For permit to construct a new single-family dwelling at: Location of property: 14105 Main Bayview Road, Southold,NY County Tax Map No. 1000—Section 89 Block 1 Lot 1_1 Is returned herewith and disapproved on the following grounds: The proposed single-family dwelling on this vacant conforming 151,636 sq. ft. lot in the AC District is not permitted pursuant to Section 144-91),which states: If the application, together with plans, specifications and other documents filed therewith, describes proposed work which does not conform to all the requirements of the Uniform Code and all other applicable building regulations, the Building Inspector shall disapprove the same and shall return the plans and specifications to the applicant. The Building Inspector shall cause such refusal, together with the reasons therefor, to be transmitted to the applicant in writing. In addition,the proposed single-family dwellingis s not permitted pursuant to Section 280-913,which states: All lots which are not recognized by the Town pursuant to the above section shall not receive any building permits or other development entitlement. The proposed construction is not a permitted use on this lot as specified throughpproved subdivision map of Cedar Beach Park, filed on December 20, 1927, and the Southold Town Planning Board lot line change approval, dated May 12, 2009, which designate this lot as"Tennis Courts and Playground." (DI - AutKo ' ed 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. r Ow M/wa=Y V � _ ,�°,r M�awvnv a , `:1 I VV02-178 ---- � A, oil .14 14,66117-20-W 504,139' I¢ APPROVED BY PLANNING BOARD j TOWN OF5OUrHoLD W O once NSI l 2 ZM MAN BAYVEW ROAD B=i& BBV B Van Weele,PC 2. C.1 Eg.— 175A C.D s)_ MAIN NawmmNvlvee BA-YVIEWROAD � Vg_ IT OR MM MM "43S f,, TaxMpDISMCrl000 SECRON89 BLOCK P/oLOT l T PROPERTY snrnn Z�for—__F_7W _w SOUTHOLD SURVEY WA A DE6MBFrlmwa I rr. A= - I-.rr-1 I V v 17; -a ul-ruAr,5 ;q-r TOWN OF SOU77YOLD NEW Yom< Sca& 200Art=11nch ISA � / _ liez, .1 v -2-�z D A '23 q 31 .1 47 st 4a, rp v 67 < 7, 01, va A -77 A, 'z flit-m—a- PRECAST S70RM ORA.RINGS y FSC'B y 0 i l -w It!I 2 RODS OF 12 �..- ` I .c_ > I Z t Z rip I� T' •e-_- O _ 20 m 09 to 0M®®m IMRECHARGER 330 65 �l0 0 Q 1 N NJ W I J,MIN mm0®®®mmm a �l 98 / TALI --- 71 I 1 COLLAR 2 Q Q + 52) i�w TER + - � 7 6 0 m o m®®®m m A w m to m la Im OM 1=1 j n Q' // + 6 6 LEACHING 6 5 \ 9�� ,0 0 �� LL Q O 1 7.0 1- 2'M/N ABOVE W j I U J 7 6 2 T= ,� Q /0 Of1�3 a4 LWOUNOWA IERI f0=0'O/A 7YP/CAG _ I �(� (V Q /�9 MP s� m / - �i J -I p I r O� �� r / / F•• o o BCLEAN SAND AND GRAVII Q LU 3 O O / /6/ /` , 9 3 N Q T t W W I I CaVTA/N/NG IE55 MAN 15X FTN£SAND O O Q Zto FLAG / \' Z .f 8.2 ►� W _ S/LT AND CLAY. (SILT AND CLAY (� O (.1 a NO. 8 Q W fRACDONS NOT 70 EXCEED 5X) 5.4 + „J I 82 Q O IUNDERLYING SAND AND GRAVEL SMA TA Z 2 . 62 F' Q O/ c o Q N FLAG I / 6.7 I �ip/O��/�G� �TA� - J� to ' �\ -// N4' . I 6+/O s S II 54 5 I N rs I 1 /b � � , IASPHALT PAVEMENT------ 41 `J * .+ rD \• FLAG %/ 2 4 3. I 5 9\ ROW Ole SJLT FENLL�'/HAY BAIFS I •'r ";;y: ;:y r.ai ... r. .�..�.j:••r!"'ti•' MIN. COVED FOR N-20 NO. / i Na 410 RL7ER FABR/C :�r••i• 1r. �. a�'• 7- �r•:s v w /' w x :i-'o��•.�:i;• }r:•2, .�, N 1NlEEL LOAD/NG a FLAG jp'FLAG 5.0 1 L/A//75 OF GROUND D1SIRUBAN( l\ 7iir O. +67 AND CLEARING�o °o°°oo0,000 No°°o \ \0°O O °O h O ' \•\ F1AG \•� \ -1e ' V 4 2•_/ \ No. •\ FLAG6' S.9 6.z Wo_no° noo..00°n ° no ..no9..o .�o ,/t .1. \ 6 \ NO. \ m 52'OR 36' (r �1's Z •\ 2 \ \ BACKFILL MATER/AL TO BE O LY£AN SAND AND GRAVEL 64'OR 48' 1.5 \ z 20' SIDE YARD SETBACK t` CONTAINING LESS THAN 15T RNE SWD FLAG " 2.2 \ s2r AND cLAY. (SILT AND CLAY GRO09D NO. "MAR+SH \ L5 FRACAONS NOT TO Di 5X) 7 51 ,Ft 6.4 6,9 "TeFWI4�' FE NVG7 17.20 W I\. i 03ES 1 6.s 504.89' 0.5'S DRYOM �111L LIMIT OF'FRESHWATER WETLANDS LOCATED BY 0.2'E MN COM?FOR H-10 1 AL I J.M.O. ENVIRONMENTAL CONSULTING SERVICES I !{r:-? :+s• ci'A� r�' ="' f4HEMaLOAD/NG AL AL FLAG ON SEPTEMBER 2, 2015 ALSO APPEARS ON N.Y.S.D.E C. WETLAND MAP 6 OF 39 OF SUFFOLK ° LU 1 ' ¢OUNTY AS AREA SO-44. _ I . ` EROSION OL SEDIMENT CONTROLS I' �t LAND NOW OR FORMERLY OF Shall include but not be limited to', (0 4T ir 2 Q WILLIAM & NANCY AYLWARD r� c� A well maintained Construction Etvtl`9fWf;,/ I NOTES 1 570RMWATER LEACHING AL GIAMBO AS MANUFACTURED BY LYlL7EC, OR I(� SCTM 1(000-89-1-3.2 L -- BYMANDEQUALC7URL ALL HMBERSTOBED£S10LOANDCNPARE O Q # Wire Backed Silt Fencing, stabi{izatiort BY NANUFAC7URER>a W77HSTAND AASHTO H-20 LOAD/NG/N PAVED AREAS Irk N �N 68'17 6 20 W 682.26 r AND H-10 LOAD/NG IN LANDSCAPED AREA$AT 7HE COVER cON01nONIfN.S SHORESIDENCE 2/NSPECBON COVERS TO BE FRONDED GJ EVERY 57H VN/T. 2 " ' W W a: PUBLIC WATER Seeding of exposed and/or inactive soi ♦, m _ MAIN BAYVIEW ROAD DRAINAGE INSPECTIONS ARE REQUIRED DETAILS OF SANITARY CONS'• X i 1. USE 1000 GALLON REINFORECED PRECAST CONCRE' 'mow c Contact TOS Engineering at 765-1560 bef AP,iOFNey,rp 2. LEACHING RINGS TO BE PRECAST CONCRETE, 8'0, 0. Backfill, OR Provide Engineer's Certifica 3. USE 4"0 APPROVED SEWER PIPE (SDR 35). 2 ec,077 OYAA9QlAiENM 90" 11 90 SEFPRECASr 4. BACKFILL MATERIAL SHALL BE COARSE SAND AND W J6' 52' CaVCIM7E t 205 305' that the drainage has been installed t d s 5. SOLID CONCRETE COVER SHALL BE 12" BELOW GR/ H HOJES w 6. BOTTOM OF POOL SHALL BE A MINIMUM OF 3' AB( Y b 14 24- m W 82 L2 1J 67' 1367 N L 633 125 CAPAG7Y o//ons 183 416 Q Q cubic yt 25 •••D/SMISUMRS••• AN DATA CUL IEC, /NC INLET _ STONE SEP 7-L,N 0-16' 6' BTB FEDERAL ROAD O O IONa• S/NCLE UC D-LEVEL BROOKR75- CT 06804 S7i7NE BASE 6' 6. (203)775-4416 3/11/2016 PR ADDRESS C SINGLE uc n-LFVFZ [ING15- IT MOTH UN'rJs%42' S8'/s4' 10/27/15 AM LIMIT OF DISTURBAN UL n-LEVE2RUL R-LEVEZ265' 36Date By Revi /T CAPAGTY cf. 465/5`10 1R3 11.0 �1no TANS �N Surveyed by: RB Drafted by: AM - / ENDING UN/T I 180E/330f � '' STAR7ING UNIT ADD/770NAL UN/75 1805/3305 1801/.TTO/ 1 MM EIEK 12.53 a ire LOOY/Nc CASnNG TO OWE CONOMg RNISNED GRADE d Aft r 4Z Cow? F"'�p�nL5)* Bona( BOOM L LOCA IFDROP'r 1'116 _ : BULLING I a- UNDER ACCESS 4' 2'NAX X;y 4� • 7RAFRC BEM/NG '�• •. LPEMNG R.1P MAX - Van L2- LENG7H RRST 2 UNI7S L'-EACH ADD177ONAL UN/T I< ' 20'N/N. •� TLP SLAB r 217 M/N ,= :' NA/NIEHANC£ 85 STORMWATER LEACHNG CHAMBERS s 'N , ;.j Civil Engineers 175A Corr Mrs 1, o Lr/awsneeJ up Q° AFAW Hauppaugr INLET 4"SVR PVC _ Surveyors r 631.436 /NV 1!0 OR EQUIVALENT INLET ,1 = OU7LET Ip LEAOIN'•pL7O( PIACHM MIN. INV f07 ti NV 1R2 8 Ll"4.061 PLC - - - - - - - - 7- 900+ 1/4'PER I' 0. OR L:i,GI'VALEHT Fl7UFD - - - - - - - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 10,m1w. ZS _„a-,Fr,� Planners P 631.436 www.bbvp J AGM, 0 COM 2M m Tax Map: DISTRICT 1000 SECTION 89 BI sEF PRECAST Certifications indimted hereon signify that this CZ"NO71£ B-02X,-p-W �®m®®®®mmPI P STRUCTURE NOIR I mmm®®®®®m plat of the property depicted hereon was made JyM,Lgp�_L 6pT in accordance with the ewshng Code of Practice 1.000 GAL. SEPTIC TANK '"°ter` _ d S For Land Surveyors adopted by the New York SITU State Assoaahon of Professional land Surveyors V CE aµSAAR AND at/1Q. This certification is only for the lands depicted wO■ .T APPROVAL OF STORMWATER MANAGEMENT hereonande not brancahonoftitle,zoningns �`7 U freedom of encumbrances. Said certifications )TES CONTROL,'PLAN -To n ode 2 _ 6'� »u7�w NrD 4M _ shall run only to the persons andentitiesentitiesTOWN OF SOUfHOLD STRATA Or SHAD AAD liLlsPl. listed hereon and are not transferablesferablble to addr /T FOR DatL'. 1.��//� � h77i;� pe "7_'7 qners _PLANS I LL __ GANMARY LEA '�L PLOT Annrnved�hV: 1 '' opcoea i I SCTM #1000-88-2-17.8 SCTM #1000-88-2-17.7 — � I I — — W 00 470.88' S 69'26_50" E _ __ —— —— o —— — It o 0 CD (D in t 0 NN v ' p 30.4 V) ' N Z 14.8' 183.0' — — S0, 3o I p0 /y�' o Aj Q h �/ S a M� UIQ 20 J o� N da: O $^ a �Q00 Jo�� r o. 6� b C xb on 6N � ' 0) I 00 o I 0 0 O O � o � w ' N � W ' N r � O ' N ; ' Date By Re�sion ft)/ s—yed R.B orae V R C W. MBarrett 1BBBonacci & Van Weele, PC Civil Engineers 175A Commerce Drive Surveyors Hauppauge, 11788 T 631 435 1111 1 1 1 1 N 68617'20" W 504.89' Planners F 631 435 1022 www bbvpc com W SCTM #1000-89-1-3.1 I Tax Map: DISTRICT 1000 SECTION 89 BLOCK 1 LOT 1.1 O Cemhamw wi w l'— plaid if.P.P.-V&pkW'. waon°'aidif""°'""'°P°ad'.°""a""°& PROPERTY I m omda�w�h dos Cada d Kaaba N raladsa aaadagedby,d&_'ah SITUATE Q Shoe wih f n d Pjf.the lad Sua*W ' ��""`��d SOUTHOLD Q horean aid to mi oamkmibn d nde,mn4ig« "i N I Q Q fiaedam d a aL�anos Sad ae fiNmfiaro z I Q O malas ,�eP ads«enr,�e, A W ,a d�, Nebadd TOWN OF SOUTFIOLD SUFFOLK COUNTY,N.Y. tik"I N 68'17'20" WLIJ «� 682.26' V m NOTE: �"� �« "" FOUNDATION �0avblonand5eam d y LOCATION Sore Ed.. Law THIS SURVEY WAS PREPARED FOR THE SPECIFIC PURPOSE OF SHOWING THE CaprmdABau�'='n MAIN BAYVIEW ROAD EXISTING FOUND C TION IN RELATION TO THE PROPERTY LINES. ALL OTHER Wbe-1d��."cn�cod n«be aauldaredbbea me and w6d mp/ C �201O8fBBV PC IMPROVEMENTS, POSSESSION AND/OR STRUCTURES, IF ANY, ARE NOT SHOWN. Do Scale Protad No s eet No 1 JANUARY 29,2018 1"= SO' A080111B REScheck Software Version 4.6.1 Compliance Certificate ` Project NADILE RESIDENCE Energy Code: 2010 New York Energy Conservation Location: Suffolk County, New York Construction Type. Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 y. Glazing Area 14% Climate Zone: 4 (5750 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: f 14105 MAIN BAYVIEW ROAD LOUISE A.AGNES SOUTHOLD, NY LOUISE A.AGNES ARCHITECT P.C. 162 LAUREL AVE NORTHPORT, NY 11768 631-754-2950 Lap Compliance: 17.5%Better Than Code Maximum UA: 963 Your UA: 794 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. Envelope Assemblies Cavity ont. t% ASSIE�Mblj or IJI-Factor."Wy alue -Value Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,704 X0.0 0.0 0.035 60 Ceiling 2: Cathedral Ceiling 1,380 30.0 0.0 0.034 47 Wall 1:Wood Frame, 16" D.C. 6,047 19.0 0.0 0:060 310 Window 1:Wood Frame:Double Pane with Low-E 591 0.320 189 Door 1: Solid 49 0.140 7 Door 2: Glass 248 0.320 79 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 3,084 30.0 0.0 ' 0.033 102 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 build i designed to meet the 2010 New York Energy Conservation Construction Code requirements in REScheck Version with the mandatory requirement's listed in the REScheck Inspection Checklist. �G� \SEA C,y, L_c>-t'�,� Name-Title S' nat re aP Date 6 ,f ` cP ° 1525b 1`6 OF NSI .(O Project Title: NADILE RESIDENCE Report date: 08/23/16 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1541-NADILE.rck Page 1 of 1 REScheck Software Version 4.6.3 Compliance Certificate N/ Project NADILE RESIDENCE Energy Code: 2015 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 14105 MAIN BAYVIEW ROAD LOUISE A.AGNES SOUTHOLD, NY LOUISE A.AGNES ARCHITECT P.C. 162 LAUREL AVE NORTHPORT, NY 11768 631-754-2950 ! ! p f 0' 0 S - � a��c xx-_ Tre'F'�e �S` �. '6 �_'L""z.'�4k'F�`�,`•� �. , Compliance: 6.1%Better Than Code Maximum UA: 846 Your UA: 794 Maximum SHGC: 0.40 Your SHGC: 0.18 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. Envelope Assemblies "I ross re cavi Y' Assembly, 'or U-Factor UA' er met Ceiling 1: Flat Ceiling or Scissor Truss 1,704 30.0 0.0 0.035 60 Ceiling 2: Cathedral Ceiling 1,380 30.0 0.0 0.034 47 Wall 1: Wood Frame,16" o.c. 6,047 19.0 0.0 0.060 310 Window 1:Wood Frame:Double Pane with Low-E 591 0.320 189 SHGC: 0.19 Door 1:Solid 49 0.140 7 Door 2: Glass 248 0.320 79 SHGC: 0.16 Floor 1:All-Wood joist/rruss:Over Unconditioned Space G�c�(rcRED, 30.0 0.0- 0.033 102 Compliance Statement: The proposed building design described here is ntett [of•tl1g plans,specifications,and other calculations submitted with the permit application.The proposed buildi ha been I n t the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requiremen lisedirf e chs ction Checklist. �bo•� A. �L,�G--s ��-�-��-r�-_s- 3 .1Y � 12� Z�f 4.a sp Name-Title S' a Date 1525b 1 NEW Project Title: NADILE RESIDENCE Report date:, 12/02/16 Data filename: \\MAIN-PC\Autocad Files\RESCHECK\1541-NADILE.rck Pagel of 1 Search Results for Map Page 1 of 1 -....i ,.--•-.;-..a+�.,.•y-t I.,�.&:,3 � ;'�Q\' 'gY;NP�k�...`�'�`;.E•^ ,� �j,�. �. ;..,,_ ,^ ._��._.„ ^�"�'' .z?'aSo R �.. �,< .ti`s �` ='. ;..,s,., c ,,.ya"i~"> "'�`y"i ;,., w:*•� os;;g. gr x .'=�Y; z ^.'^° "m f.. � 4'.�.n'..». �„✓x ^z,:' aym.�w';;". o..r OR- •c". ..<w� t�f'ro'.:-,d'.wl'^�3}-ro.f� `. ,''A` :"8.'i •e•K.';,:....C.Ys n^; S^�,',., °Be.P ..::F 'F^A ASCE 7 Windspeed ASCE 7 Ground Snow Load Related Resources Sponsors About ATC Contact Search Results Query Date:Mon Nov 212016 , Latitude:41 0360 ` Longitude:-72 3984 i ASCE 7-10 Windspeeds T (3-sec peak gust in mph*): Trei0ine , ' Financi�f Soluidons+ - , Risk Category I:125 Risk Category II:136 Risk Category III-IV:146 41 MRI"*10-Year:80 L3=c y:' `d Cn , MRI**25-Year:90 MRI**50-Year:100 tla MRI**100-Year:110 ASCE 7-05 Windspeed: -, 120(3-sec peak gust in mph) ASCE 7-93 Windspeed: �'" ( Map dg9pOM gfapeegie 86(fastest mile in mph) 'Miles per hour ••Mean Recurrence Interval Users should consuft with local building officials to deterrnme if there are community-specific wind speed _ requirements that govern ME 0 Print your results WINDSPEED WEBSITE DISCLAIMER While the information presented on this website Is believed to be correct,ATC and Its sponsors and contributors assume no responsibility or liability for its accuracy.The material presented in the windspeed report should not be used or relied upon for any specific application without competent examination and verification of Its accuracy,suitability and applicability by engineers or other licensed professionals ATC does not Intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the windspeed report provided by this website Users of the information from this website assume all liability arising from such use Use of the output of this website does not Imply approval by the governing building code bodies responsible for building code approval and Interpretation for the building site described by latitude/longitude location In the wlndspeed load report Sponsored by the ATC Endowment Fund•Applied Technology Council•201 Redwood Shores Parkway,Suite 240•Redwood City,California 94065•(550)595-1542 http://windspeed.atcouncil.org/index.php?option=com content&vie1A=article&id=10&de... 11/21/2016 Lr�- A c ,�: 0 � GENERAC° PTON W QS JAN 1 1 2019 PROTECTOR® QS SERIES F-�I ,D,UZ Standby Generators TOWN OF so y Liquid-Cooled Gaseous Engine INCLUDES: Standby Power Rating • Two-Line LCD Multilingual Digital Model RG022 (Aluminum - Bisque) - 22 kW 60 Hz Evolution TM Controller (English/Spanish/ Model RG027 (Aluminum - Bisque) - 27 kW 60 Hz French/Portuguese) with external viewing -Model RG032 (Aluminum - Bisque) - 32 kW 60 Hz_lj�' window for easy indication of generator Model RG038 (Aluminum - Bisque) - 38 kW 60 Hz status and breaker position. Model RG048 (Aluminum - Bisque) - 48 kW 60 Hz • True Power"" Electrical Technology • Isochronous Electronic Governor • Sound Attenuated Enclosure • Closed Coolant Recovery System ;- `' E • Smart Battery Charger • UV/Ozone Resistant Hoses • ±1%Voltage Regulation • Natural Gas or LP Operation • 5 Year Limited Warranty • UL 2200 Listed • Capability to be installed within 18" (457) mm of a building* Meets EPA Emission Regulations *Only if located away from doors,windows,and fresh air 22&27 kW are CA/MA emissions compliant intakes,and unless otherwise directed by local codes. 32&38 kW not for sale in CA/MA FEATURES O INNOVATIVE DESIGN& PROTOTYPE TESTING are key components of O SOLID-STATE,FREQUENCY COMPENSATED VOLTAGE REGULATION. GENERAC'S success in "IMPROVING POWER BY DESIGN" But it This state-of-the-art power maximizing regulation system is standard on doesn't stop there. Total commitment to component testing, reliability all Generac models It provides optimized FAST RESPONSE to changing testing, environmental testing, destruction and life testing, plus testing load conditions and MAXIMUM MOTOR STARTING CAPABILITY by to applicable CSA, NEMA, EGSA, and other standards, allows you to electronically torque-matching the surge loads to the engine. Digital choose GENERAC POWER SYSTEMS with the confidence that these voltage regulation at±1% systems will provide superior performance. O SINGLE SOURCE SERVICE RESPONSE from Generac's extensive dealer network provides parts and service know-how for the entire unit,from the engine to the smallest electronic component. O TEST CRITERIA: 0 GENERAC TRANSFER SWITCHES. Long life and reliability are PROTOTYPE TESTED v NEMA MG11-22 EVALUATION synonymous with GENERAC POWER SYSTEMS. One reason for this r SYSTEM TORSIONAL TESTED v MOTOR STARTING ABILITY confidence is that the GENERAC product line includes its own transfer systems and controls for total system compatibility. GENERAC® GENERAL® 22 • 27 32 38 48 kW t _ F application & engineering data GENERATOR SPECIFICATIONS ENGINE SPECIFICATIONS:22,27,32 &33 RVQ! Type Synchronous Make Generac Rotor Insulation Class H(22&27 kW)or Model In-line F(32,38&48 kW) Cylinders r. 4 Stator Insulation Class H Displacement(Liters) 24 Telephone Interference Factor(TIF) <50 Bore(in/mm) 3.41/86.5 Alternator Output Leads 1-Phase 4 wire Stroke(in/mm) 394/100 Alternator Output Leads 3-Phase 6 wire Compression Ratio 95-1 Bearings Sealed Ball Naturally Aspirated(22&27 kW)or Coupling Flexible Disc Intake Air System Turbocharged/Aftercooled Excitation System Direct (32&38 kW) VOLTAGE REGULATION Lifter Type Hydraulic Type Electronic ENGINE SPECIFICATIONS:48 W Sensing Single Phase Make Generac Regulation ±1% Model VType GOVERNOR SPECIFICATIONS Cylinders 8 Displacement(Liters) 5.4 Type Electronic Bore(in/mm) 3 55/90 2 Frequency Regulation Isochronous Stroke(in/mm) 4.17/1059 Steady State Regulation ±0 25% Compression Ratio 9.1 ELECTRICAL SYSTEM Intake Air System Naturally Aspirated Battery Charge Alternator 12 Volt 30 Amp Lifter Type Hydraulic Static Battery Charger 2.5 Amp ENGINE LUBRICATION SYSTEM Recommended Battery(battery not included) Group 26(22,27,32&38 kW)or Group 24F(48 kW),5250CA Oil Pump Type Gear Oil Filter Type Full flow spin-on cartridge System Voltage 12 Volts 4/3 8(22,27,32&38 kW)or Crankcase Capacity(qt/I) GENERATOR FEATURES 6/5 7(48 kW) Revolving field heavy duty generator ENGINE COOLING SYSTEM Directly connected to the engine Operating temperature rise 120°C above a 40°C ambient Type Closed Class H insulation is NEMA rated Water Pump Belt driven Class F insulation is NEMA rated All models fully prototyped tested 1980-22&27 kW Fan Speed(rpm) 1500-32&38 kW ENCLOSURE FEATURES 1954-48 kW Aluminum weather Ensures protection against mother nature 181/459 7(22&27 kW)or protective enclosure Electrostatically applied textured epoxy paint for added Fan Diameter(in/mm) 22/558.8(32,38&48 kW) durability. Enclosed critical grade Quiet,critical grade muffler is mounted inside the unit Fan Mode Pusher(22&27 kW)or muffler to prevent injuries I Puller(32,38&48 kW) Small,compact,attractive Makes for an easy,eye appealing installation. FUEL SYSTEM SAE Sound attenuated enclosure ensures quiet operation. Fuel Type Natural gas,propane vapor Carburetor Down Draft Secondary Fuel Regulator Standard Fuel Shut Off Solenoid Standard Operating Fuel Pressure 5-14"water column/9-26 mm HG LP Fuel Pressure 11-14"Water Column (All ratings in accordance with BS5514,ISO3046,ISO8528,SAE J1349 and DIN6271) NG Fuel Pressure 5-14"Water Column GENERAC® 212 • 2' 032 ,9 38 • 48 kW operating data 0 GENERATOR OUTPUT VOLT'AGEW-60 Hz kW LPG Amp LPG kW Nat.Gas Amp Nat.Gas CB Size(Both) 120/240 V,10,1 0 pf 22 92 22 92 100 RG022 120/208 V,30,0 8 pf 22 76 22 76 80 120/240 V,30,0 8 pf 22 66 22 66 80 120/240 V,10,10 pf 27 113 25 104 125 RG027 120/208 V,30,0.8 pf 27 94 25 87 100' 120/240 V,30,0 8 pf 27 81 25 75 90 120/240 V,10,10 pf 32 133 32 133 150 RG032 120/208 V,30,0.8 pf 32 111 32 111 125 120/240 V,30,0 8 pf 32 96 32 96 100 277/480 V,30,0.8 pf 32 48 32 48 60 120/240 V,10,1.0 pf 38 158 38 158 175 120/208 V,30,0 8 pf 38 132 38 132 150 RG038 120/240 V,30,0 8 pf 38 114 38 114 125 277/480 V,30,0 8 pf 38 57 38 57 60 120/240 V,10,10 pf 48 200 48 200 200 120/208 V,30,0 8 pf 48 167 48 167 175 RG048 120/240 V,30,0 8 pf 48 144 48 144 150 277/480 V,30,0.8 pf 48 72 48 72 80 SURGE CAPACITY IN AMPS ENGINE FUEL CONSUMPTION Voltage Dip @<.4 pf Natural Gas Propane 15% 30% (ft3/hr) (m3/hr) (gal/hr) (1/hr) (ft3/hr) 120/240 V,10 55 135 Exercise cycle 42 12 0.44 17 1 16 RG022 120/208 V,30 40 92 25%of rated load 100 28 1.1 42 40 120/240 V,30 35 80 RG022 50%of rated load 190 5.4 21 7 8 75 120/240 V,10 62 170 75%of rated load 255 72 2 8 105 101 RG027 120/208 V,30 70 120 100%of rated load 316 9 1 34 13 125 120/240 V,30 61 103 Exercise cycle 42 1.2 044 17 1 16 120/240 V,10 75 180 25%of rated load 108 3.1 1.2 45 43 120/208 V,30 87 210 RG027 50%of rated load 197 5.6 2.1 81 78 RG032 1201240 V,30 75 182 75%of rated load 287 8.2 31 118 114 277/480 V,30 36 87 100%of rated load 359 102 3 9 148 143 120/240 V,10 75 180 Exercise cycle 79 22 0.8 32 30 RG038 120/208 V,30 87 210 25%of rated load 144 41 17 6.3 60 120/240 V,30 75 182 RG03 50%of rated load 226 6.4 27 103 97 277/480 V,30 36 87 75%of rated load 298 64 37 13.9 132 120/240 V,10 85 195 100%of rated load 375 10.6 4.6 175 1 166 RG048 120/208 V,30 90 218 Exercise cycle 83 2.3 09 32 31 120/240 V,30 78 189 25%of rated load 162 46 17 66 62 277/480 V,30 36 87 RG038 50%of rated load 255 7.2 2 9 108 103 75%of rated load 345 9.8 4 15 142 100%of rated load 437 12.4 5.2 19 1 185 Note.Fuel pipe must he sized for full load. Exercise cycle 95 27 1 3.9 38 For Btu content,multiply W/hr x 2520(LP)or ft3/hr x 1000(NG) 25%of rated load 204 58 216 85 82 For megafoule content,multiply m3/hr x 93.15(LP)or m3/hr x 37 26(NG) RG048 50%of rated load 392 111 414 15.7 151 Refer to "Emissions Data Sheets" for maximum fuel flow for EPA and 75%of rated load 547 155 58 228 220 SCAQMD permitting purposes. 100%of rated load 756 1 215 1 796 313 302 STANDBY RATING-Standby ratings apply to installations served by a reliable utility source The standby rating is applicable to varying loads for the duration of a power outage There is no overload capability for this rating Ratings are in accordance with ISO-3046-1 Design and specifications are subject to change without notice GENERAC® 0 22 • 27 • 32 • 38 • 48 kW operating data ENGINE COOLING 22 kW 27 kW 32&38 kW 48 kW Air flow(inlet air including alternator and combustion air in cfm/cmm) 2400/68 2400/68 2200/62.3 4350/123 2 System coolant capacity(gal/liters) 25/9.5 2 5/9 5 2 5/9 5 3/114 Heat rejection to coolant(BTU per hr/MJ per hr) 99,000/104 5 105,000/110 8 145,000/153 186,000/196 2 Maximum operation air temperature on radiator(°C/°F) 60/150 Maximum ambient temperature(°C/°F) 50/140 :`,IAUSTION REQUIREMENTS Flow at rated power(cfm/cmm) 68/19 68/19 1 106/3 163/4.6 - 4J ND EMISSIONS Sound output in dB(A)at 23 ft(7 m)with generator in exercise mode 61 61 1 58 63 Sound output in dB(A)at 23 ft(7 m)with generator operating at normal load 70 70 1 64 68 `Sound levels are taken from the front of the generator Sound levels taken from other sides of the generator may be higher depending on installation parameters EXHAUS a Exhaust flow at rated output(cfm/cmm) 165/4.7 1 180/51 1 300/85 414/11.7 Exhaust temperature at muffler outlet(°CPF) 1 482/900 1 538/1000 1 579/1075 552/1025 EM1311HE PARAMETERS Rated Synchronous rpm 1800 POWER ADJUSTMENT FOR AMBIENT CONDITIONS Temperature Deration..... . ... . . ....... ........ 3%for every 10°C above 25°C or 1.65%for every 10 OF above 77 OF Altitude Deration(22,27&48 kW).... 1%for every 100 m above 183 m or 3%for every 1000 ft above 600 ft Altitude Deration(32&38 kW) .. .. ....... ........... .. . .......... 1%for every 100 m above 915 m or 3%for every 1000 ft above 3000 ft CONTROLLER FEATUIRES Two-Line Plain Text LCD Display ... . ...... ...... ... Simple user interface for ease of operation Mode Switch Auto ....... .. .............. . ........... Automatic Start on Utility failure 7 day exerciser Off . .. Stops unit Power is removed Control and charger still operate. Manual... ........ .Start with starter control,unit stays on.If utility fails,transfer to load takes place Programmable start delay between 10-30 seconds ..... .. . . ... .... .. .. .. .. ..... . .. .. .. .. ... ..... .. 10 sec standard Engine Start Sequence . .. .......... Cyclic cranking 16 sec on,7 rest(90 sec maximum duration) Engine Warm-up. ...... ....... . . .. 5 sec Engine Cool-Down ............. . ... ...... ..... .. . . . ...... .......... . ........1 min Starter Lock-out.......... ... .. ... .. .. ..... ........... Starter cannot re-engage until 5 sec after engine has stopped. Smart Battery Charger.... ... ....... .. .. .. .. .. .. .. .... .. . .. . . . Standard Automatic Voltage Regulation with Over and Under Voltage Protection...... . ...... ..... Standard Automatic Low Oil Pressure Shutdown... .. ... .. .. . . .............Standard Overspeed Shutdown . . Standard,72 Hz High Temperature Shutdown... . ........ ..... Standard Overcrank ProtectionStandard .. ........... ...... Safety Fused .......... . .. ........ ... . ............. . ... . Standard Failure to Transfer Protection ...... Standard Low Battery Protection. . ..... ....... Standard 50 Event Run Log Standard Future Set Capable Exerciser.. .... Standard Incorrect Wiring Protection ........ . ....... . .. . .. . ...... .. ... .. .. .... Standard Internal Fault Protection .. ... Standard .. . . . .. .. .. . Common External Fault Capability ... . .... ......... ................ ..... Standard Governor Failure Protection ... ...... ................ Standard -y aufloix Lmunty vepannent of klealth SerAces );-00 So-% t .C. LAND NOW OR FORMERLY OF 'y ROBERT CELENTANO SCTM #1000-88-2-17.7 LAND NOW OR FORMERLY OF , VACANT BRIAN C WILLIE & ROBIN REMICK o -- — — _ — SCTM #1000-88-2-17.8 ' } $y 8-8W X 2'F-D. DPPAN9'ON POOL (TYP. OF-3) VACANT z W E LEAQVING POOLS 5'AIN. "NO PHYSICAL POSSESSION" 470.8897.3+ + 5.5 + a - . LI -�- - 0-0 p O O L P _T_p O s.2 5.2 �' ® rX L I P ♦ 1.250 1,4UOV ^ (fl ® O' 25' SIDE YfiP7DSE7BACK LP l nAC DANK ' 3 91.5' f9,30 t90 z Cleanout must be installed on the N N °+ W X0.3 septic tank inlet waste line. All utilities I N o f 925 require a 5ft minimum separation to U) Q= OVA y I, the septic system. v 4.2 01-1 w �� ao O - .p o• 35 O O 10.0 ��' 8.Of As -} f �0. 4.1 Op 3t .9 6 o t 4.8 0J 2 RO#S OF 12 ,;. REGWARQER .'JM \ OD S E, ; 8 _ 7 ® lW7.s rene W N -LL LEm OW,-" O ' 73 CWAAAW?$ }i co SOT . �B .0o/NG a U. O > 43 �-0 Ow�3 0 � �- 5+0 3 a+ 7.2 LtJ o _U O 4' ® O c as ' o� $ o I M" m O Ow OL 0,7 z gK y -p (A r�> LEGEND EXISTING PROPOSED DRAINAGE CALCULATIONS TABLE OF AREAS CONCRETE CURB El ELECTRIC CONTROL BOX SANITARY LINE S- STORAGE PROVIDED FOR A 2" RAINFALL. PARCEL AREA 151,636 SCIST. l 10'0 DRYWELLS PROVIDE 68.42 CF/VF OF STORAGE WETLAND AREA 13,668 SQ.FT: DROP CURB WATER METER DRAINAGE LINE D- L•PLAND AREA 137,968 SQ.FT G � STORMWATER CHAMBERS (RECHARGER 330) , WALL ® DRAINAGE INLET ROOF DRAINAGE LINE -�R_- PROVIDE 55.5 CF OF STORAGE EACH IMPERVIOUS AREAS: DWELLING 3,208 SQ.FT. SIGN EDGE OF PAVEMENT `� DRYWELL WANLET O STORAGE REQUIRED WALKS, PATIOS,POOL 3,474 SQ.FT. LAND NOW OR FORMERLY OF CD, UTILITY POLE ROOF AREA: 3,208 SF DRIVEWAY 9,126 SQ.FT. ROBERT CELENTANO OH- OVERHEAD WIRES GRAVEL DRIVEWAY AREA: 9,126 SF TOTAL 15,808 SQ.FT. -0-0- STOCKADE FENCE CONCRETE LEACHING POOL ® PATIO /POOL: 3,474 SF SCTM #1000-88-2-17.7 LAND NOW OR FORMERLY OF I � 2/12 (1.0 (3,208+3,474) +0.2 (9,126)) = 1,418 CF LOT COVERAGE 11.5X BRIAN C WILLIE & ROBIN REMICK p W -0-0- FENCE OTHER ■ MONUMENT VACANT I >-a MONUMENT SEPTIC TANK STORAGE PROVIDED: SCTM #1000-88-2-17.8 J D _ w WATER MAIN TEST HOLE 3-100 DRYWELLS 0 2 VF EACH - 410 CF _ _ - - - - W� I SPOT ELEVATION 11.3+ 20 STORMWATER LEACHING CHAMBERS = 1,110 CF 92.31VACANT S SANITARY LINE I W 3-a'r x 4'£D. 470.88 5.2 �a rn � E ELECTRIC LINE 5 7s 52'3-!ww 3 2 S 69'26'rj0" E LEACHING POOLS "NO PHYSICA SESSION" c) Q 00 Z 3 O. 8.6 _ P �f.� T�� W TC 9.75 w .. .... m BC 9.30 TOP/BOTTOM OF CURB 2gg.40' ��w IV 7.7iEX4NWON s z J s.2 _�- w 11.90 1114 (0 0 D < O O U ��w + \ o-_-0,0-0-0-O T-o - 1,000 CALLON h ° �� 1�-- 0) 3m �� +6 4 SPOT ELEVATION - EXISTING _�� W a.2s 12.00 N \ �� nC TANK a (V a-�I (L ��w 6.6 +14.33 12.06 ' +9.5 - �\ 25' SIDE YARD SETBACK { /N� Z S 5 76 30"Ew -_ w 16.56 4_ TC 9 ./. 133 O 9.D ° 10 • F -- 10. + 47 E ' 'e:9.37 �\\ 11.5 'f 3• j I ZQ (U/) 41 -+-16.25 16. E � �� RIM 9.36 � 7.9 I 6. 30 8 +6 60 17.86 �� E �� ^, a + f 9.7 /� W + 00 O �� 12.5Q � 186.28' MOO 10.50 O BC 9.30 I! O 1 + 3 .34 -- E �� t O' RIM 9.22 7 9\ \ GRA TEL °{ E _►� v dry TC .4 \ \ + ,�\' fi 5.6 I E �� • 11'1 \ 1 BC 9.23 8 4 \ R/IEWAY \+ R 0 5.0 N 76-5830' 1 0. Ory HEAVY DUTY CAST IRON � \ 1` m W / REINFORCED PRECAST INLET FRAME d GRATE \ e,� 1 9 \ \\ y ° CA U19,51 FOUNDRY PATTERN \ Z a'O x R ? CHIMNEY(AS REOU/RED •Q 6.3 /Y 3 R Na 2104A OR APPROVED \ - DW-1 --X 79 sem• 8'DIA.PVC(SDR 35) EQUAL SO f� PITCHED MIN 7/e-PER FOOT FINISHED GRADE •QO• 10.58 / /A I \ r \ 080e, \ I 1'MIN x.139 33 ❑E z �- R 0 /h O ' 6 a 13.5 MAX. I I 0 °�_�� \\ \\�° + 3.9 \�O 10.0 ip 1 0) p 9 1 ° 4.B co w ^ Y 3 \ 10.8 1 U o M h o ^I p U \\ A4�r 6. - 4- �� 3 .3 1 W Y e 4. O' (/1 \\ �Q s._6.5+ Q + X 1 6 Q Z 00 PRECAST STORM DRAIN RINGS a C) � W 2 ROWS Or 12 \ \ Z\ z 10 � O N � x mmm 09 MM®m m IMh RECHARGER 330 101 t 1031 J W In O NOTES: ? N COLLAR fa fa m®®®m m A 2 O Q Cu 9.8 + ST + --k\ 7.6 + 00 g OOH N N �I WI mmm®®®mmo h L } 6.6 �AQY/NG 6.5 \ \ + -' 73 I of o Q O I �Z 1 1. LOT AREA - 151,6J6 SQUARE FEET OR J.48 ACRES mmm®®®�m J '\ V I 7 0 CHAMBERS U 9.0 � 10.0 DW-3 �4 � ? z ( Ld I � X 2. PROPERTY KNOWN AS PART OF "THE TENNIS COURT AND 2 2' MIN ABO£ W J I s 2 BOT= 3.B Q /0 R/ ° 1 tit. J 4 a O 00 V GROUNOWA7ER 10'-0-D/A. TYPICAL 65 (V I �it 5.9 10p e 6 3 PLAYGROUND"ON SUBDIVISION MAP OF CEDAR BEACH PARK; Q + I k+1 1 a FILED DECEMBER 20, 1927 AS MAP NO. 90. u I � �W U a � 4• � 1\ D +6 72 I ( Ir a V) 0_M O 0(.) ^ CLEAN SAND BA CkFZL MA ANOLTO BE CRAVFL Q 11/3 O ftp / 181 O N O + @ } p 0_' O V) J. THIS PLAN IS BASED UPON A SURVEY PREPARED BARRET K I I CONTAINING LESS THAN 15X FINE SAND O 0; O p BONACCI& VAN W£ELE, P.C. OCTOBER 5, 2015. SILT AND CLAY. (SILT AND CLAY (L O U r2 FLAG B Z + 8.2 \ w d 3 m FRAC77ONS NOT 70 EXCEED 5R) 3` o W J N9' 6 0 5.4 +, } I I 8 2 DW-2 0 p ow (L 4. EL£VA77ONS REFER 70 NAW 1988 DA7UM. I WI � 6'2 � R/ B 0/ \\ ? I � N UNDERL YINC SAND AND GRAVEL STRATA Q 2 a I O T O / 6.7 + Z ti 5. PROPERTY IS W17H/N FLOOD ZONE X(AREAS OF 500-YEAR Q I Z N U IFN F q/� FLAG p O s.3 1 + 13 J FLOOD; AREAS OF 100 YEAR FLOOD W17H AVERAGE DEPTHS OF -X a J DRYVVELL DETAEL Q o 005 I 4 oil +� I 5* +4 6 LESS THAN 1 FOOT OR W17H DRAINAGE AREAS LESS THAN 1 + I \ 6'b 5.4 SOUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 100 YEAR A TLai S 0 ( 0 FLOOD)AND FLOOD ZONE AE (EL 6) (BASE FLOOD DETERMINED) x e W ASPHALT PAVEMENr \ �j / 1 N ACCORDING TO FFMA FLOOD INSURANCE RATE MAP COMMUNITY -� ; %. j /`I 1 PANEL NO. J610JC0167H, HAVING AN EFFEC77VE DATE OF Q �• OFLAG �• 2.a } °/ g SEPTEMBER 25, 2009. '° 1' •":µ:v' MIN COVER FOR H-20 ^ \r NO. / 3. 5.9 ROW A�SILT OUNCE/HAY BALES I No. 410 FLIER FABRIC y4,. ^/•`.;. ,x3' x„..•i:• `y,3 tL`%•;•-, \ UMl7S OF GROUND D/SIRUBANCE 1 iV 0- FLAG s:' •y�. .::.,•$'•'��.� ?,w;h;•;.•.�.::rt•:.'... �:.r,.�....9•:�?..�y\, N WHEEL LOAD/NG 8 j 'FLAG S.o FE ff^^ NO. NO. + AND CLEARING `d d' 14.5 E W UW' ° v O 00 O° Doo C W \ \ 8.7 6. SURROUND/NG RESIDENCES ARE SERVICED BY PUBLIC WATER. I e >°0 0 0p00 0 o p00 00 0 5 3 (v 15123 Q 00 0000 0000 �OO, in • \ \ 6 4 + ,.w •„',,.. O °0 °°00 00° oc hN C) 0 I \ V FLAG \ \ 1I s.2 s.s s.z 7, LIMIT OF REMANDS DELINEATED BY OTHERS. (SEE NOTE) �'^/� 1'0 10� b°0o 0° 100 �, TO BE CONSTRUCTED/N ACCORDANCE WITd v/ + z O p°� _° -° ° pO ° °� M \ r NO. \ FLAG e a o no n°_ o°_n0 no.,,00_, no 00. 0 - o I \ / 6 \ NO. mow, 8. ALL IMPROVEMENTSo 0 THE STANDARD SPECIRCA n01VS AND DETAILS OF THE TOWN OF y W�W 52.OR 36- 2 j - \r2 SOUnIOLD, SCDHS AND NYSDEC. m BACKFILL MATER/AL 7n eE-/ •-} o CLEAN SAND AND GRAVEL 64"OR 4B" 1.5 '\ 2 2D' SIDE YARD SETBACK I a 2 ti CONTA/N/NG LESS THAN 15x FINE SAND FLAG "MA♦+SH" JL '\ 2 2 F 9. THERE ARE NO APPARENT WATER WELLS W17H/N 150'OF THE O 3 I S/LTAND CLAY. (sxrAND CLAY NO. W PROPOSED SANITARY SY57EM. FRACnONS Nor TO EXCEED 5%) 7 + aosr & RA II FENCE 6.2 _ \ 5 1 e.. e.7 i_" � _ Q W�e �� 10. HAY BALES AND/OR S/LT FUNCE TO BE INSTALLED ALONG THE I W N 6R-I 7-20„ IN \ o.3's 6'9 e e O 89• FE a FE O.5'S 16.0'E PROPOSED UM/T5'OF DISTURBANCE(AS SHOWN) PR/OR TO ANY ORYW£LL L LIMIT OF FRESHWATER WETLANDS LOCATED BY 0.2'E cONSTRucnON AcnNnES + I 0 M/N COVER FOP H-10 � �1lc I J.M.O. ENVIRONMENTAL CONSULTING SERVICES :. �. F.r•:,A <•; ' .1L FLAG ON SEPTEMBER 2, 2015 ALSO APPEARS ON m o a 1 {•:r':.!:F{:. IL:r°:.';!.'••ei'•.'.• •,.r•'• if..o- W1/£EL LOAO/NG 11. APPROXIMATE FILL REQUIRED = 4,800 CUBIC YARDS. M I o0 NO. N.Y.S.D.E.C. WETLAND MAP 6 OF 39 OF SUFFOLK I W 1 COUNTY AS AREA SO-44. 12. SUBSURFACE AND ENVIRONMENTAL COND/770N5 EXCEPT FOR x 0 ,• I SOIL CLASSInCAnON, WERE NOT EXAMINED OR CONSIDERED AS j b e1- T' LAND NOW OR FORMERLY OF PART OF THIS SURVEY. �(0 00 Q WILLIAM Ac NANCY AYLWARD I 1J. ALL WORK, INCLUDING CONTRACTOR STAG/NG AND STOCKPIUNG, W :) N NOTES• 1.STORMWA7ER LEACH/NG CHAMBERS AS MANUFACTURED BY CUUFC, OR to Q � it SCTM #1000-89-1-3.2 SHALL REMAIN OUTS/D£OF THE 100' HEW AND SETBACK AT ALL m APPROVED EQUAL. ALL CHAMBERS TO BE DESIGNED AND CER77RED O nMES 1 BY MANUFACTURER TO WITHSTAND AASH70 H-20 LOADING/N PAVED AREAS l'/� N 11 + I AND H-IFO LOADING/N LANDSCAPED AREAS,AT 7HE COVER CONDInONS SHOWN. RESIDENCE 14. SEE ARCH/7FCTURAL PLANS BY LOUISE A. ACNES ARCH/7ECT 71'6 2/NSPECnON COVERS TO B£PROVIDED ON EVERY 57H UNIT' W P.C. E ASSOCIATE FOR ADD/TONAL OUISEAnON 2 N 68"17�20�� W 682.26 �+ W a' PUBLIC WATER W v (� v, T T- MALI BAY EIV W ROAD DETAILS OF SANITARY CONSTRUCTION n \ o ec 1� ec 11.2s t 1. USE 1000 GALLON REINFORECED PRECAST CONCRETE SEPTIC TANK. o w�_�-c 2. LEACHING RINGS TO BE PRECAST CONCRETE, 8'0, 4' HIGH. W 3. USE 4"0 APPROVED SEWER PIPE (SDR 35). TEST HOLE DATA + 26 ann� SEEPRECASr 4. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. 9.5 1+ +10 BC 10.77 DIMENSIONS L 90- 90" CaVCRE7E 8/19/08 x m ^1a a�� H 20.5' 352 0.5 No7Es 5. SOLID CONCRETE COVER SHALL BE 12" BELOW GRADE. PER MCDONALD GEOSCIENCE W 62 h 14 24" 6. BOTTOM OF POOL SHALL BE A MINIMUM OF 3' ABOVE GROUNDWATER. (NOT CERTIFIED) L2 367 111-5 3.67' , I W 6 L 6.33 416 CAPACITY o//ons IBJ 416 / O v° I "D/ST7/BUTG45•• p; 3 ECO R. 25 55.5 QU7�T RECOMMENDED 0.5YTA 878 TFC, /NC WLET 2/27/2018 PF UPDATE PLOT PLAN EL. 8.0 h I O STONE SEPARA 710N 0-/6- 6 BIB FEDERAL ROAD DARK BROWN p BRooKFi£cD, Cr Os6D4 S/NGL£ UL R-LEVEL IV STONE (203)775-4416 j 3/11/2016 PR ADDRESS MME LOAM (OL) 2 W o UNIT I UL n-LEVEL 6' 6 1 10/27/15 AM LIMB OF DISTURBANCE/CLEARING NOTE 1' .5 -+- IM UNIT WID IH J6%42- 58•/64- S/NGLE UL n-LEVEL BROWN AND 3 ° ° rn UNIT HEIGHT 26.5' 36' Date y Revision ai W 4 SINGLE UL n-LEVELAM GREY SILT (ML) I UNIT CAPAC/TY(a(.) 4.65/510 10.3/71.0 END/NC UN/7 �� TAM �N Surveyed by: RB Drafted by: AM Checked by: ��-------- I I80E/330E W / S7ARI/_T UNIT ADD/DONAL UN/15� ELEV }} BROWN FINE 3' f 1B°5/33°S 180//330 ROCKING S77N Barrett RIM -LOCK/NC CASDNC 70 GRADE TO MEDIUM e a s.1s nNI-WED°RAD£ flM9AED nEeM / SAND SP II 1,Am Bonacci & EL. 2.8 ) 6.62 &#XINc -III�jLI- t �\ LOCATE A�cL�3sr 4• s'MAx 5.2' _ an Weele PC N 7 ,4 " W I .:, MAXTUX - - �-- y0 ' 8.6 L2- LENGTH FIRST 2 UN/TS L•-EACH ADD/ndVAL UN/T t.- 7RAFF/C BEAR/NG ! 20'M/N. CwEN/NG FLW -- ICP SLAB „ 70 M/N. •- _ f MAINTENANCE / 8.5 WATER IN s° OH �- BROWN FINE 0' e� STORKMATER LEACH"NG CHANESER3 _- `"` b �""RRE w' TO MEDIUM 6.78 'e 6"!lN c �„ � T,� �� Civil Engineers Has gauge, NY Drive SAND (SP) B.BB 9 13 rs INLET 4-SDR-JS PVL �� -j- w ou L£T m LFAQWw POOL - - - -�Et ae T 631.435.1 1 1 1 Surveyors INV. 11.0 AP EQUIVALENT- /NV 107 b INV f0.2 - - - - - - - - +8.93 PI TOYED MIN e Planners 12.0' 9.00+ 1/4'PER I• + ae ELYYYALt7yrA70YED _ _ _ F 631.435.1022 1143 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES to'MtN. $ -vtr-isrM,c N.T.S. ----- w___ B.27 www.bbvpc.com w w --- • 1 s• '�- - - - - - - PfirCAS TM'""r"M Tax Map: DISTRICT 1000 SECTION 89 BLOCK 1 LOT 1.1 AVIV BAY�/IE m1�11m®um0M�®� � ..,...:-._,:..i.:':.....::: .......:.....:...a. • _ - GYYlAR ,m to 12.9 tF9 P9�E.9 m m �CRE7F _ 0 to®MM®1m® 8.02 X 4'-°W PROPERTY 57RUC7UR£NOTES .T1(•V.�W I ��®�®®m� �r I wA7ERR ROAD 1.000 GAL. SEPTIC TANK 'ID °'A'' �'' e • ,� � � SITUATE -I aXANBACKML MA/DMAL M fir WA ,- sour�o�D «E1N SWD A/�OPA TEL , PRECAST CONCRETE STRUCTURE NOTES: dT*AM PVEM F SkW''N7O"e'" TOWN OF SOUTHOLD SUFFOLK COUNTY,NY SMA Or SAAO AAD WA - 1. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, TRANSPORT, AND 70 ALLOW THE S7RUCTURE TO SCDHS SAIVTARY LFAG-RVQ BOOL PLOT PLAN WITHSTAND AASH70 H-20 LOAD/NG AT THE COVER COND/TONS SHOWN ON THE PLANS PREPARED FOR: 2. ALL SHOP DRAWINGS AND DR/LL SHEETS FOR PRECAST CONCRETE STRUCTURES SHALL MR. RALPH NADILE INCLUDE MANUFACTURERS CER77RCA77ON THAT THE STRUCTURES ARE DESIGNED TOC/O MR. JOSEPH GIBBONS W HSTAND THE LOADS NOTED ABOVE PROPOSED SANITARY PROFILE P.O. BOX 332 NEW SUFFOLK, NY 11956 J. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI/28 DAY „' •; 631-298-9676 © 2016 BBV PC 57RENG7H CONCRETE LM: PLOT PLAN Date Sc°le Project No. O� OCTOBER 5,2015 1"= 50' A080111B VIEW: PLOT PLAN K:\Da08\AO80111B\dwg\A080111WS.dwg,Nadile Plot Plan,2/27/2018 3:46:33 PM,Barrett,Bonaccl&Van Weele,P.C.,PF LEGEND EXISTING PROPOSED DRAINAGE-CALCULATIONS TABLE OF AREAS CONCRETE CURB 17 ELECTRIC CONTROL BOX SANITARY LINE S- STORAGE PROVIDED FOR A 2" RAINFALL. PA&CEL AREA 151,636 SQ.FT. 0 WATER METER DRAINAGE LINE �- 10'0 DRYWELLS PROVIDE 68.42 CF/VF OF STORAGE WET-AND AREA 13,668 SQ.FT. DROP CURB UPLAND AREA 137,968 SQ.FT ® DRAINAGE INLET ROOF DRAINAGE LINE --R-- PROVIDE 55. CHAMBERS (RECHARGER 330) WALL PROVIDE 55.5 CF OF STORAGE EACH IMPERVIOUS AREAS: SIGN DWELLING 3,863 SQ.FT. EDGE OF PAVEMENT `� DRYWELL W/INLET • STORAGE REQUIRED NALKS, PATIOS,POOL 4.801 SQ.FT. LAND NOW OR FORMERLY OF OH OVERHEAD WIRES `a-> UTILITY POLE ROOF AREA: 3,3863 SF DRIVEWAY 9,133 SQ.FT. ROBERT CELENTANO GRAVEL DRIVEWAY AREA: 9,133 SF TOTAL 17,797 SQ.FT. -0-0- STOCKADE FENCE ',•- CONCRETE LEACHING POOL ® PATIO / POOL: 4,801 SF SCTM #1000-88-2-17.7 LAND NOW OR FORMERLY OF W -o o- FENCE OTHER ■ MONUMENT 2/12 (1.0 (3,863+4,801) +0.2 (9,133)) = 1,748 CF LOT COVERAGE 12.9X VACANT BRIAN C WILLIE & ROBIN REMICK OZ M SEPTIC TANK Q STORAGE PROVIDED: SCTM #1000-88-2-17.8 J O W WATER MAIN TEST HOLE 3-100 DRYWELLS 0 2 VF EACH = 410 CF 11.3 24 STORMWATER LEACHING CHAMBERS - 1,332 CF W� S SANITARY LINE SPOT ELEVATION + 92.31' I �� 3=8'/X 4'E.D. VACANT E ELECTRIC LINE S 79*55 W3 W ��9 o S 69.26'50" E LEACH/NG POOLS "NO PHYSICAL POSSESSION" 470•$$, 5.2 0 a:Q 0, V ac 9.75 TOP/BOTTOM OF CURB 26 40, --_-�' 11 s° e.b� / / + ]� 5'�5 + m o W 3 7C 9.75 �'W r- / iy -_l"_--7.3�EXPANSIAN 6.2 �/ 5.2 �" C1 p p V +6.4 SPOT ELEVATION - EXISTING -� ��`" 4. 5 1200 I �^ \ �0 0-0-0-0 �-O _ 1,000 GAO 7+ ry O r � 3 Q47 m W w .68,0 +14 3 1 as w to +9.5\\ k``6 SEP77C TANK s W-i 11 S 785 ww �1 .o +16.5 j4.-E 'Q 1 'T \ 25' SIDE YARD SETBACK N N O d 5 �1�5 16.a7 'BC 5.37 11.5+ +130 42.0' +9.0 O � � I N O x o �W 18.41 1 I E � �� + / RIM 9.36 \�� /® 18.60 8 86 E ----�• y TC a ^ $ I ,^ ¢Q (n E �� 186.28' OK 00\ 10.50 O BC 9.30 �-- 12,5 N J 3 $ .34 'S O 1 Rik 9.22 I 7.9\ 0 / 1$,Z E --N-76-59V30' W V•��' 7C 9.4 + GRAVEL \ 6.6 ,1' 26.4 6 + N 78 56.30" \ 1 BC 9.23 6.4 I \ /VEWAY �\9 + O" ,ry I`F 5.6 + 4.2 HEAVY DUTY CAST IRON 19 .0- !+4t g e 1 5.0 y�' INLET FRAME&GRATE 1 ¢. I \ AP 0 + c W REINFORCED PRECAST �'d9 J�Q/0 / ♦ CAMBELL FOUNDRY PATTERN I \ 0"'2d0 0 CHIMNEY(AS RfOUIREO + •1�• 3 ! R No. 2104A OR APPROVED / 8.3 /j 1 X /a sem. D D/A.PVC(SDR 35) ELwAL \ \ 1/ ro \ \ RIM PITCHED MIN I/e"PER f00T FINISHED GRADE 3'00 10.58 r \ , 14 I W 2'Ax x•139 33' I ' e 2 -� \ \ \6. o 14? 3.9 II , ," 100 k 4 + 1Q9 \ 4.8 o M Y�� W _ _ _ - _U (J .3 \ A 6 GFE = 11.0 I 0 + 0\ I / Q \\ 913, - .� . n n WI 4' U' \ - 6.5 \IVvll i /y� U Q PRECAST STORM DRAIN RINGS 8 O ta / 2 ROWS O'12 \\ .01 W W n a p W I 2 C3 tam®®tm til9 1013 h \ .4 z t z,° NOTES: I 3'MIN. V M (?9.9 REQYARGER.730 g 5 610 O of °1 N N LL I m to m to Im tm tm m m e O 'I-'--- 7 1 Z L i O N i O 2 t O (24 TOTAL) I � � COLLAR Q a + --"IC 7.6 p p� U) tatam®Im tm ti9 mm �., � � � g.g S7t�4MWAlE7R e.5 \ o � v) I >- cD 1. LOT AREA•- 151,636 SQUARE FEET OR 3.48 ACRES. x W m 09 m®®®m IM m J J U; / 7 0 itLEA alING \ g\ 10.0 $� Q a I W Z 2. PROPERTY KNOWN AS PART OF 'THE 7ENN/S COURT AND II cc 2'. .1AII 10'-0'D/A. TYPICAL W J I 2 �6T: .i a f j0 DW-3 0 �' Seo 3z F rn CRDUNOWA7FRI - I M p9 Rl Q J a'a 0' W PLAYGROUND'ON SUBDIV 57OV MAP OF CEDAR BEACH PARK, 0 Li o' � �� 1 W W � / / / 77;1° 8 � D 7 6 Q 4 Q O O 61 Z Q FLED DECEMBER 20, 1927 AS MAP NO. 90. E r i o W U W 3 BACKFILL MATER/AL TO BE�' 0 2 Q / K F� m Q Q CLEAN SAND AND GRAVEL I 3 b / /� ' 4j' N Q W } It V 3. THIS PLAN IS BASED UPON A SURVEY PREPARED SARRETT �� Q W O (0 9• + ' c1 _ COS)LT AND LESS 7HAN 15A FTN£SAND p O Q ��I 0 In p J BOVACC/do VAN WEELE, P.C. OCTOBER 5, 2015 SLT AND CLAY. (SLT ANO CLAY Q O U ? Fh OG / / e 5 a ' Z I OW-2 ►� w° d 3� L m FRACnONS NOT TO EXCEED 5R) 3 O J n 8.2 0 W 4. ELEVA77ONS REFER TO NAW 1988 DA7UM. WI 02 1h Q: �9 6'O 5.1 z R/ / p Z D a UNDERLYING SAND AND GRAVEL STRATA Ze ` 4 ' �° J / 1 W O O h� 6.7 Q (n 5. PROPERTY IS W11N/N 8000 ZONE X(AREAS OF 500-YEAR e O k p� p I O/ s� � I 3 Q FLOOD; AREAS OF 100 YEAR FLOOD WITH AVERAGE DEPTHS OF X ' \ 1G 1 / 4 ` o I " DRYWELL DETAIL Q ` + LESS THAN 1 FOOT OR W17H DRAINAGE AREAS LESS 7HAN 1 + I N.T.S v� � + - 6+/ 1� 5.4 SQUARE M/LE,' AND AREAS PR07ECIED BY LEVEES FROM 100 YEAR N W Lill 1 4 I O b � �•"' S� Oa.e FLOOD)AND FLOOD ZONE AE (£L6) (BASE FLOOD DE7ERM/NED) x ASPHALT PAVEMENT /� / ACCORD/NG TO FEMA FLOOD INSURANCE RATE MAP COMMUNITY / 4- PANEL NO. 3610JC0167H, HAVING AN EFFEC77VE DATE OF I I �• FLAG 3.4 % X2,4 \ d, SEPTEMBER 25, 2009. 1 '+'r r'• 4 1`+ :• :i �.:T M/N. COVER FOR H-20 NO. / / 3. I 5 9 0 ROW OIC%T FENCE/HAY BALES I 0 No. 410 FTL TER FABRIC '•':i,.,.jts,.. ..•..s�%'^.t`i:+,t�=.'r.r:..._�•::;.�� r.1 v A % O W •'.,;,:'.1'n•,""•r;"�•�,;+� •••.s:Y.•.,s'.'�"`w:�'s•� `��-5•, N WHEEL LOAD/NG . 8 FLAG /' .I. FLAG 5.0 ' UMl1S OF GROUND D/SIRUBANCE' 11 N 6. SURROUND/NG RESIDENCES ARE SERVICED BY PUBLIC WATER. 1 WI e ?00 a O o p p r,MA- o p o O p' p o° (O 2 0\ NO. ]lYL \ 3 +g 7 AND CLEARING d- RIM o 00 00000 �sF 0 0 �. O -I-8.6 5 3 15.23 4 ;OOO°ppO��T p0. h 2 \ \ I 1 6 a7. UM/T OF WE7LANDS DELINEATED BY 07HERS. (SEE NOTE) ° °o°° pOoa °c o N (MC�1 a ' \ 1> \ \ 6 6.2 = �/� °0 0° \ 1 NO. \ FLAG 5.9 6.21 � Is.1` 8. EXISTING S7RUC7URES TO BE REMOVED. w/ o I °.+0° X00 00_ o° .,00 no. oppO ° �o ooP�o .�, \ 6 \ No. `\ 52'OR 36' 2 / 22 9. ALL IMPROWMEN75 70 BE CON57RUCZED IN ACCORDANCE W17H 0 BA CLEAN ILL MATERIAL ro EBE L `'0 THE STANDARD SEPaRCA770VS AND DETAILS OF 7HE 70M 0 I CLEAN SAND AND GRAVEL 64"OR 48" 1 s 2 20' SIDE YARD SETBACK SOU7HOLD SCOHS AND NYSDEC CONTAINING LESS THAN 15x FINE SAND FLAG/ + \• 2.2 SILT AND CLAY. (SILT AND CLAY Q FRAcnovs NOT TO EXCEED SX) "MARSH" NO. I \ \ I ` 10. 7HERE ARE NO APPARENT WATER WELLS WITH/N 150'OF THE �.,. I 1 L ..�o..� `,.,��... 51�".,,.�,..�I s. s 4 �� 7.s PROPOSED SANITARY SYSTEM. " N p N"' I 6.9 ' / � 'lu ORmEI[ " -, 6 V 20 '\� LIMIT OF ESHWATER WETLANDS LOCATED BY 504.89 11. HAY BALES AND OR SILT FENCE 70 BE INSTALLED ALONG THE �1N 3 1j J.M.O. EN RONMENTAL CONSULTING SERVICES Q M/N COVER FOP H-10 PROPOSED UM/TS OF D157ZIRBANCE(AS SHOWN) PR/OR 70 ANY + r^ v•y: rte;:; ;•✓•r,.::r ::'+::;:;; b � � AL ON SEP MBER 2, 2015 ALSO APPEARS ON m' o n ' +{•r-:'.l?•,. T, h. •<• ;•r. • . WHEEL LOADING / Fl AG ' N.Y.S.D.E.C. WETLAND MAP B OF 39 OF SUFFOLK CONS7NUC77ON AC77VInES. I 0 No. W o LV 1 OL AS AREA SO-44. 12. APPROXIMATE'FILL REQUIRED = 4,800 CUBIC YARDS, x ° • I ' 13. SUBSURFACE AND ENVIRONMENTAL COND/T70NS, EXCEPT FOR -x I LAND NOW OR FORMERLY OF „•, SOL CLASSInCA710N, WERE NOT EXAMINED OR CONSIDERED AS tp I_ Q WILLIAM & NANCY AYLWARD PART OF THIS SURVEY. V W NOTES 1.STORMWA TER LEACH/NG CHAMBERS AS MANUFACTURED BY CUL TFC, OR `� N APPROVED EOUAL. ALL CHAMBERS TO BE DESIGNED AND CERIZEED () V) Q / < SCTM #1000-89-1-3.2 14. ALL WrJRK, INCLUDING CONTRACTOR STAG/NG AND STOCKP/UNG, BY MANUFACTURER TO WITHSTAND AASHTO H-20 LOADING IN PAVED AREA• 1+� 04 p` SHALL REMAIN OUTS/DE OF 7H£ 100' WETLAND SETBACK AT ALL 71'3 + AND H-10 LOAD/NG/N LANDSCAPED AREAS,AT THE COVER CONDIDONS SHOWN 11.8 O RESIDENCE TIMES 2./NSP£COV COVERS 70 BE PROVIDED ON EVERY 5TH UN/T. 2 N G p.1 7'20" 1A' 682.26 r W W •- I:CJ YY V CJ V '♦ M /Y PUBLIC WATER 15. SEE ARCH/7FCTURAL PLANS BY LOU/SE A. AGNES ARCHITECT P.C. &ASSOCIATE FOR ADD177ONAL INFORMA770N. 'V BAYVIEW ROAD DETAILS OF SANITARY CONSTRUCTION H MAN o r 1 s \ o BC 1.7 BC 11.26 t 1. USE 1000 GALLON REINFORECED PRECAST CONCRETE SEPTIC TANK. ,o w 2. LEACHING RINGS TO BE PRECAST CONCRETE, 8.0, 4' HIGH. WTc Il1QZ 3. USE 4"0 APPROVED SEWER PIPE (SDR 35). TEST HOLE DATA F 1 10.26 Bc 10.77 Ai 0 4. BACKFILL MATERIAL SHALL BE COARSE SAND AND GRAVEL. 9,5 + DIMENSIONS L 90- 90" 8/19/08 in o 10 W J6 52' 5. SOLID CONCRETE COVER SHALL BE 12" BELOW GRADE. PER McDONALD GEOSCIENCE x ° H 20.5 30.5 17 n 0. 24 6. BOTTOM OF POOL SHALL BE A MINIMUM OF 3' ABOVE GROUNDWATER. I 9g2 12 1J6T 13.67' (NOT CERTIFIED) ;'1 ° W e L' 6.�.s' 625' SEF a a CAPACTY onons lei- 410 .. GF N,F}• of 3 cubic{t. 25 55.5_ •DISTRIBUTORS• GLW ON ♦ Yp'F' RELY YF_MXV DFV6W UN_T DATA _ CUL TEC, /NC - C2 �,PE-L Mi'L,(4i. EL. 8.O DARK BROWN F°j iO S/NGLE,U"_LEVEL 0 /6" 6" BROOKF�EO,T CT06004 \`G LOAM (OL) 2 h sroNE ensE s. 6. (203)776-44Is r A� �S a 1 3/11/2016 PR ADDRESS COMMENTS W O STNGLE UL n-LEVEL 4UJI 1 I h UNIT WIDTH +I w 10/27/15 AM LIMIT OF DISTURBANCE/CLEARING NOTE + SINGL&AMUL77-LEW L 36•-/42- 58'/54' �� DV71LfT m I, , ,, Ij ro m + UNIT HEIGHT 1 e U. (j Date B Revision h Z BROWN AND s .6 I e'4 SINGLE UL77-LEVEL 26.5" 36" Surveyed b Y braked Checked b GREY SILT (ML) UN/T CAPAC/TY �.t 4.65/510 fo.a/n.n Y Y RB by Y AM ENDING UNIT ttq,/ysi 180E/330E .o• ,;SiOr�P, STAR77NG UNIT ADD1770NAL UN/7S BROWN FINE 3' f 180s/33os f 180//330/ Barrett Bonacci & TO MEDIUM -X a1s I I SEP= TAMC PLAN (SP) 814 rr-Tao a 6.82 EL 2.8 --_--- 5.2' _ RIM ELEV. Ii U = N ry ,4 LOgONG CASR/VG TD GRADE PC a •" W g,6 L2- LENG7H FIRST 2 UN/TS' L'-EACH AD0177ONAL UNIT i-- Van Wee l e 8.5 FlN/SHED GRADE e'ATP.. Comm fIW.9'ED 91ADE{11.5Jt / WATER IN W m °"----� STORMWATER LEACH-"'�lGa CHAISW�RS II- Ali Civil Engineers 175A Commerce Drive BROWN FINE 0 TO MEDIUM 8'78 �� a.ea Ivrs - LOCA IrDROP r A4- rMAAx g Hauppauge, NY 11788 SAND (SP) g,7J BUILDING UNDERACCESS - 1RAFF7C BEARING - 4.: O'EN/NC FOR ey {6.93 FOP SLAB 20 MIN. o' MAINTENANCE _ Surveyors 7 631.435.1111 12.0' 9.00+ a.a3 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 6 ,N a w°aer Planners F 631.435.1022 N.T.S. W 8.27 at, JLEr 4'SDR-JS PIC INLET 1 b O ou7LEr �R .eJ ��AMW WWW.bbvpc.com eJV. 17.0 OR f0D MIN. /NV ILLI - INV 102 a LF 4'DLA. p-�J6ZPW �t• [•� PITCHED MTy. Tax Ma DISTRICT 1000 SECTION 89 BLOCK 1 LOT 1.1 �A'� BA C n IN, f M1L.!.nm,Ar-,..w,..,,.i { u I/4 PER/ + GP EpMVA/ENr - - - - - - 10'ANN. PI7n5�D it BAYVIEW .JUa FOLIC C,lJ rPA.F 11CNT Cif" I G,�LTF9 1"CtfVICL s I -/�•rrr wu -eq - - - - - - - g p I Cerli6cations indicated hereon signiy that this p RO P E RTY in I"Gi:P,tII Ft?I? o�i� isC":t,1.1 (?u:6^r�.r' ;:'.'^'r'L1o. , 1 x plait of the property depicted hereon was made PRECAST SAN'TARY AWOS in accordance with the existing Code of Practice ,o OA D t�`i': ,....~�- a[.... r,.....ti.��. 1.,. S'AAIK m®¢s®®®®m ' for Land Surveyors adopted by the New York t..f.. 1;"`'" y •d „t. �t IV,( .: _:. .•.,.., 4•.,: cauAR m a®®®®m m o SITUATE State Association of Professional Land Surveyors. p SEE PRECAST m to to®®®m ni p ZF N CONCRETE 8=01 X 4'-0'w This certification is only for the lands depicted S7RUC7URE NOTES J AIOW to ram®®OM m IMM BOr hereon and is not certification of titie,zoning or SOUTH OLD Milt 1��2 � u�g. m� I R l0-I(o--O O a 1.000 GAL SEPTIC TANK '"�' A a aA � e freedom of ly to th pers. Said certifications �'� � � " "`'"} qq __ _ � shah run on to the persons and/or entities J1 r�rt m � ---•• ---•- .._•_.. l__ 540047 E AuImm To listed herybn and are not transferable to Oddi- TOWN OF SOUTHOLD SUFFOLK COUNTY,NY 15 PRECAST CONCRETE STRUCTURE NOTES: CLEW 54AV AAO aTA lfl yn mules or subsequent owners. ra . a l.... ..,,._..........,. _ _ Jp rt� m 1. ALL PRECAST S7RUC7URES SHALL INCLUDE SUFF7C/ENT S7EEL REINFORCEMENT FOR „.,..., PLOT PLAN z TEMPERATURE AND SHR/NKAGE, 7RANSPORT, AND TO ALLOW 7HE S7RUCTUR£ TO 7+ r t r � � _- W177/STAND AAS H-20 LOAD/NG AT THE COVER CONDITIONS SHOWN ON 7HE PLANSe �I +:- rl,'I l�." �''°^^•"'° •^ e UK PfTEA Im AV/0 WROV PREPARED FOR: v'��U�-'''�t,l••> S/RATA�SAAD AM7 GP.11EL Unouthori a teration or addition to is r- MR. RALPH NADILE p. V P R [ •y C T L••� q A L••� ^�f J� vey is a violation of Section 7209 of New York C/O MR. JOSEPH GIBBONS 3 f•y 1"L. TI�fSL•'..:•Yri�:,4'i�:t "1"�*..5.� t.j/iF?.:. 01'Y1'14'�C'IC'iOVAL SANTARYLEACHMState Education Law P.O. BOX 332 2. ALL SHOP DRAWINGS AND DR/LL SHEETS FOR PRECAST CONCRETE S7RUC7URES SHALL sur m INCLUDE MANUFACTURERS LER77f7CA77OV 7NAT THE STRUCTURES ARE DESIGNED TO WITHSTAND 7HE LOADS NOTED ABOVE w.. ""`"` ""' Copies of this survey map not bearing the land PROPOSED SANITARY PROFILE not be o embossedo seal and signature shall NEW 631-298-9676 1956 3. ALL PRECAST S7RUC7URES SHALL BE MANUFACTURED WITH 4000 PS//28 DAY not be considered to be a true and valid copy © 2008 BBV PC USA: STRENGTH CONCRETE Date Scale Project No. Sheet No. II VIEW: OCTOBER 5,2015 1 r'= 50, A080111 Bto OT 0 s 0 B Y Ty f• SEP 1 0 2019 DISTRICT 1000 SECTION 88 BLOCK 2 TAX LOT 17.700 I DISTRICT 1000 SECTION 88 BLOCK 2 TAX LOT 17.8 1 0000 I on E - - VO S 79.52'35 — — — — — — Ld J 3� J MONUMENT T 470.88 FOUND o. 69*26'50E sIFE O�o _ o. s 4 M 0. ON o MHX 21 - Y " E —� �� TREE ROWS LEACHING /—�_A3/—\ C r �'O 76.58' POOLS l 1 ti UNITS I N N f J �i o (n m w o °° GEM 30.7° Pool _ N L.E TANK �/ 'o. EQUIPMENT I `,' \ TTT N O ; �DRYWELL FE ' EDGE OF PAVEMENT 186-28 �0 \ W ° UN'ER `� to.o'w i OVERHEAD WIRES ' W �,yry�• G n' �a.e co o OH CHAIN LINK FENCE 76'58 30 v // \ /�\ < 2nd ►.;.%. / N l I OR/ p� ° STORY 1: Q J DECK —X X DRYWELL {y O 1,,,. ,, ° Q h O� AWP.• . ,, o �p O C/e,°e BLOCK CURB I �So� ^ W / o C9 —oAZ o— 70 •s)• ° WIRE FENCE 00 • — 39.33' Oil E° 22a.o t/ s°` ryp '� I W WATER LINE I L-71 tp o � 3�� ^ ° MASONRY 0& I00 x I °e tae o (0 ELECTRIC CONTROL BOX C14J �� \�°�° I N ©® STRUCTURE — MANHOLE `�' o CABLE TV CONTROL BOX OO, R�, Q I J�gS�pPL f— DRAINAGE INLET O J 1 x O J N FUEL m TANK COVER ° 3 06 O O) 1 00 I� m �P�°R Li� o O T— Z of N o x � co I N W Q ° 0 -x � I N o Q I 2 I , ° � N � ° 1-- NOTES: I l� Oo 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT IINTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL o t i PURPOSE. I rl ° p V I I M 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND THEREFORE, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, IN o ° EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT w -4: O I I� SHOWN OR ADDRESSED. IU 0 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS ® ~ °" 0 9 W STAKE SURVEY. _ __ _ — __ FOUND 4. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR e� o W N 68'17'20" W 504.89 CONSIDERED AS PART OF THIS SURVEY. 3 0 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE DISTRICT 1000 SECTION 89 BLOCK 1 TAX LOT 3.1 i PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, I RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO I BUILDINGS OR ANY OTHER CONSTRUCTION. 6. LOT AREA = 151,635 SQUARE FEET. OR 3.48 ACRES. I X a 7. LOCATIONS OF SANITARY SYSTEM, DRYWELLS AND WATER LINE PROVIDED 3 M N BY OTHERS. I l6 010 ZN /P) = a W I 0) I 8/27/2019 A.V.R. WATER LINE °� N 68'17'20" W V m 0e/s/so�9 P.F CLIENT COMMENTS 682.26' to Date By Revision Z fil/IAIN BAYVIEW ROAD Surveyed by: R.B. Drafted by: A.V.R. Checked by: C.W. I ' X Barrett � I Bonacci 1 F Van Weele, PC Engineers 9 Surveyors 9 Planners -x I 175A Commerce Drive Hauppauge, NY 11788 ... _ I T 631.435.1111 F 631.435.1022 —OH N 63'16'40" W www.66vpc.com --�--OH 30.5 7 off�_ Tax Map: DISTRICT 1000 SECTION 89 BLOCK 1 LOT 1.1 IWANBAYV'E Certifications indicated hereon signify that this plat ROAD of the properly depicted hereon was made in PROPERTY accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional land Surveyors. This SITUATE certification is only for the lands depicted hereon and is not rance. ', of tiler,zoning or freedom SOUTHOLD of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable toadditional persons, entities or subsequent owners. i TOWN OF SOUTHOLD SUFFOLK COUNTY N.Y. SANITARY LOCATION TIES SANITARY BUILDING CORNER STRUCTURE FINAL A B Unauthorized alteration or addit' n t i survey is a violation of Section 72 e York SURVEY 1 S.T. 57' 27' State Education Law 2 L.P 60.5' 33.5' Copies of this survey map not bearing the land 3 L.P. 53' 26.5' surveyor's embossed seal and signature shall S.T. : SEPTIC TANK not be considered to be a true and valid copy © 2019 BBV PC LM. FINAL L.P. — LEACHING POOL Date Scale Project No. Sheet No. VIEW. FINAL MARCH 30,2019 1 if = 40' A080111 B 011 '% 1111 SEP 2 6 2019 ` -• - t i' M)FFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WOPKS FOR A SINGLE FAM!LY RESIDENCE 9 DGt» �.Lx �.. � H.S.Ro;.r4o D The Eemoge Cspoc?I and supp!y fv^°..:I?$4'tb,>I^^n0n have been Inspected and/or c8ru es by tfi.s De'tart:r0n)t r ct�cr aqentirs and found to bo v3tisfactory FOR A CEDROC:.113. Craig Knepper, P.E., Chief .Office,�of.�lasSt;�ua�s�.M�.ag�m ent I DISTRICT 1000 SECTION 88 BLOCK 2 TAX LOT 17.7 1 ar DISTRICT 1000 SECTION 88 BLOCK 2 TAX LOT 17.8 1 00 00 I O^ n E 00 S 79.5235 — — — — W J g2.3= 3 �_ _ Q ►�Q __ __ _ m ' MT FOUND 470.88f S 69'26X50" J,.FEQ J. =FEo.s s M Q 269.4- N a Nx~ O U U E TREE ROWS LEACHING /—��3�'\ I Y t� it—Q S 76-58'30" � \ Pools t`�1 _ f1 A/C o N N ,m uNITS O 1 30.7' A pOL N 0 LECA SEPTIC �y b r EQUIPMENT — O �DRYWELL TANK FE -' •` "' EDGE OF PAVEMENT .� � 186.28 a �Q \ w\ ) ° R 10.0 w �„ W 14.9' °QUNTE OH OVERHEAD WIRES N 7 8 30 _ V�// \ /�\ RqI G� S° ^ Zo znd t `: I / t R��e o� ^ry STORY t; : —x X— CHAIN LINK FENCE / Wq Y \ Q 3 OF < DRYWELL W �Oo, G 'O' .�.r, Q�aG�:• '•°`•', I BLOCK CURB --x ill,77plr �\ / �' \ p� �h. SOV 4gvQ'V '•;^;:; ° - —O o— WIRE FENCE O �— �3' �� Ea 2ze. w �/ ° Nv vM I W WATER LINE IL 139 M D " 03°" o I" MASONRY oQ° o O r0 Il] ELECTRIC CONTROL BOX 004 O ��;`V' \�G�° I N 0 ® STRUCTURE — MANHOLE V1I J a`X O o x © CABLE TV CONTROL BOX ro O 1• J�qS UPPP I ® DRAINAGE INLET I O I J x r� 0 J N FUEL yy m TANK Y 4' COVER ° O ° 3 Qct ()L- K I 00 0 �Oi, W It m O GEN�RP ° I N o x co ° �O I N W M ° (f)O —x �Q M� o I N O ° I 0 O ° p NOTES: I� V 1. THIS SURVEY WAS PREPARED FOR A SPECIFIC PURPOSE, AND IS NOT IINTENDED TO BE USED FOR A TRANSFER OF TITLE OR ANY FINANCIAL Ia o o PURPOSE. t• O 2. THIS SURVEY WAS PREPARED WITHOUT BENEFIT OF A TITLE REPORT AND I I^ o THEREFORE, THE EXISTENCE OF ANY COVENANTS, RESTRICTIONS, EASEMENTS AND/OR RIGHTS OF WAY OF RECORD, IF ANY, ARE NOT L O I II SHOWN OR ADDRESSED. Q 12 o FE 3. PROPERTY CORNER MONUMENTS WERE NOT PLACED AS PART OF THIS 05N SURVEY. Q j I —— —— — —— ESTAKE N °•9•w °8FOUND W N 6817 20a 4SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT EXAMINED OR 2 W CONSIDERED AS PART OF THIS SURVEY. X Z 3 C; F1 5. THE OFFSETS OR DIMENSIONS SHOWN FROM THE STRUCTURES TO THE m I ice ' DISTRICT 1000 SECTION 89 BLOCK 1 TAX LOT 3.1 I PROPERTY LINES ARE FOR A SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE IN THE ERECTION OF FENCES, I RETAINING WALLS, POOLS, PATIOS, PLANTING AREAS, ADDITIONS TO I —x BUILDINGS OR ANY OTHER CONSTRUCTION. � 6. LOT AREA = 151,635 SQUARE FEET. OR 3.48 ACRES. 7. LOCATIONS OF SANITARY SYSTEM, DRYWELLS AND WATER LINE PROVIDED Is3 BY OTHERS. o - ft) N - lo 2 C) /to W Ito - 1 IQQ �{ It - O oI 111 0 8/27/2019 A.V.R. WATER LINE � W W N 68'17'20" W V W O� 8/5/2019 P.F. CLIENT COMMENTS Mft, — — 68.26' _ _ V iY Date By Revision 2 °i MAIN BAYVIEW ROAD Surveyed by: R.B. Draped by: A.V.R. Checked by: C.W. 0"X 1 � I Barrett Bonacd a Van Weele, PC IEngineers 9 Surveyors 9 Planners -x 175A Commerce Drive Hauppauge, NY 11788 T 631.435.1111 F 631.435.1022 OH N 63'16'40'° W www.66vpc.com -'—��_OH Tax Map: DISTRICT 1000 SECTION 89 BLOCK 1 LOT 1.1 ��'� �q�� Certifications indicated hereon signify that this plat ROAD of the property depicted hereon was made in PROPERTY accordance with the existing Code of Practice for Land Surveyors adopted by the New York State Association of Professional Land Surveyors. This SITUATE certification is only for the lands depicted hereon one is not certification of fide,certifications zoning or freedom SOUTHOLD of encumbrances. Said certifications shall run only to the persons and/or entities listed hereon and are not transferable to additional persons, entities or subsequent owners. TOWN OF SOUTHOLD SUFFOLK COUNTY, N.Y. SANITARY LOCATION TEs SANITARY BUILDING CORNER STRUCTURE FINAL A B Unauthorized alteration or additi n t i survey iso violation of Section 720 e York SURVEY 1 S.T. 57' 27' State Education law 2 L.P 60.5' 33.5' Copies of this survey map not bearing the land 3 L.P. 53' 26.5' surveyor's embossed seal and signature shall not be considered to be a true and valid copy © 2019 BBV PC LM: FINAL S.T. — SEPTIC TANK VIEW: FINAL L.P. — LEACHING POOL Date Scale Project No. Sheet No. MARCH 30, 2019 1" = 40' A080111 B of R ,a 01 1p /.01 >, .. ! AID 114 2 n h �V I t~ _.s L_ _j .� _.-J _J a .� A ! C� a � � ) � � � t r tt3 8�•tQy 4r•.e � f 10) :lpIt [ --J l. I 1 t 1 t t 0 t J � ' .r N _ _ r LEGEND -- 20-rt�t.�1 1L.�. - — -• -- - , PILE LOCATION PLAN . o C ' I T- JECi'NAME CONSULTANT PRO DRAWING TITLE- , .._.------ ----- - OATE� i REVISION BY J ;Under NYS Education Law,Sec.T2Q9, SEAL. 0F -. �x �r� �i - - - _ - — _ - _-- -- -- DESIGN: ESS-lS7 SNEETe '— ,Sub. ritiEduIllegal ifor any person,ec.7 + .�Q � � ,DIET ICH i�GI E RI LZ9 Pe\.r•t, LOUISE M /�GN1ES ARCHITECT P C � DAWN= Kt1b I OF5 "'- •l3•?,e'tF, Lp t=Qc�- -�_ � i unless acting under the direction of a j ,t �� RAD r ILEPILE L®CA'i"f C}iV P LAIV_ .UCENSEDProfessional Engineer,to ,Q' 3 L - MEMBER OF THE AMERICAN INSTITUTE .OF ARCHITECTUiE ` CHECKED:- DRAWINGIftt Q I(^'Lg.�Ct-1 At70 t'laTto 1;r�sacA`ttoN t=J l p ,atter any item of this material In any r' 1410E� M 5 A�` I W way.Ifanyitemtssoaltered,tho . ��1�["Y''!�(C`I"�3� ��"'�`�"��9 �.Y. � �7�6 162 Laurel Avenue �( RD, • cc Professional Engineer who o alters, i ' SCALE: OFFI : 631,427„554 ' N4RTHPORT, NEW YORK 91768T_�' �'4-�� AM or who directs another to so aIle; � �. _ ► sou-1 HOLD/ ��.shall afrxto the altered Items,their 63 1 X q /�seat,and thenotatlonYalteredby”, OtiT? �� . "'�7C�"o99"'g' (631) 754--295 - _ ._ —• - - — --- — DATE. followed 8ytheir signature,the date• OF p,�- , Q�atss-r'22.2talCa � of the atteratton,andespect0c i SIM' • �71t'EBSI x�_o WWWDEPCLI-CO , . �Q�(: (631) 261--9485 of the tion, alteration.daspci - ~ _ STRUCTURAL PROJECT No.: __ _ 16035 PILE CAP SCHEDULE ' . �' � vtMt�-siQt.� rr.>~1tJrcatz�tt� Taf� ot*= [pti»� rP �� k .�� Wi ♦y_r •�• Lta+ln WA.`t' �1r1e [ WA'Y" L.�VA.'T'tON � Y1 `\ F,•y-I zw S+ %4=01 1w• �,��•�RJ t&jz.e- ce; 'V:s em-w--- ••'T I.,,.[�,'1 // ` � ` �.»2 3t•Y` 3CY' 2Cy' , tCoh C�.a'�5 t�'�• Cd'�at:�tir�+.s�a „"r' e�" d- !.!.) o �, ./ � X \ PC.rlo Cao" �" •�,t1 '�Dn C4�#i•Lo t3Aszs ��4t:'S e'�L-'� ` 7=t�';i ` � � '� t � � t�-7 Q•�" 3td' ?A'" 20° Cs-)"4c" .s eteI 137A4z's / ` P�"w•'.4, p�11 +J_r. 11 Z40 4V ��"�� .I.JAt�4'J �r111��4�� 7:•$y wn &mA xos �� -•[ta 7Aii „�� 'Z* C4') /p Mil Tze, ��; �,� / ` �Z. � � t'G 11 ?-0 4-ea Z,o _ tGo ��3t•5 t�.sts �tc�st:5 t6A.te�:► ?-� �r `` r . Z I `ti �i� (�" 12" t2• i2" 12° t2n �z� tL^r t F'G=t f-Z-[ re-t •, [�.-t [�.»[ 1�-t fx.-r3 t�-t t�-3 •` �z` -1- -t' o- I . n \ � x L -t a i N 1 X � � x � '" + t�7� ltip t'ti" tZeu 0. �• I 11" [ tea t • t • t � � l k,S a � t.v /- M-7 - t2• e r + f / -t3 y t�-2• FC-2 t� 2 - \ / \ `iv \ / 1�.• FZ±.»2 i+l R_--•t Fa✓.-I t�[ ' m PG.-Z \ / I rjT1 `\ Av I t _ s / i PIER SCHEDULE PILE CAP PLAN - - t�tMTQ. t!?N�r3 �• �v�P.'T'tOi�l�. r<=.tt,*s t-14a MA[z-K. �w, .p. .rte,�, �r•t V�=t�--c't cnt... 'T'c t=om MN.t N �7..' t�.„ �f.4 w�,l rplk` ..'Iof-'�-o �4�••�� T'+X"Jt.IJ�-l..tJ 'J T'tt��.. C>�? t Z.'f�.G,. - .-, . f ,ws 'C?OMt G-�LS QtvZta G?.C..►J pn'A Cj-�I rJ„r. fl w1I �� ..,.��.�./l .�r��tJt� ! 1...�.,t l-",C�tr --- �t� ��.••r . _.p=3 'I~O 3O - i --4 la �� vr�W�Lg c+3.t2."_o.c. „_ bra fe��.�c�e.t�:►o.c., / rt ►+ + 'b n ...(p+..�." ,t,,R.pt9ND� N>�LtM�`�- Tt�t''+�-� �+M DATE REVISION By + ;Under NYS Education Law,Sec.7209,' SEAL O NE DIETRICH~EA GINGERING- P.C. ONSULTANT - - PROJECTNAME - _ _- ------ -- � NGV' 1 o.n ENGINEERING, 4r► DRAW[NGT1Tl� _UESiGN_• SHEET. -- *14t> 2,it Is Illegal forany person, � o pprr yyw 7x��a�v�Y ROAD ' LOU I SE A AG NES ARC H I TELT P CR"fH61r...)EENCr= CAP ens �t-i''J-201ly t�3t)t O 1Ce�TL.t12M f t� tt7 unless acting under the direction of a �Q- ��N • 'p !L,"� tit� Ot'!►� A. • • , PILE Cl"t1P PLAN DRAWN_ KK t� _ 2 OF VCENSEDProfessional Engincer,to MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTURE © l t-106-'t a ��-H ��N��'�QN p .alter any item of this material�n any C� * �.�( ,.erg — r CHECKED: DRAWING No.: 'way.If any item u so aitemd,the w • i Nj IG'r'ON STATION,! •X• 7�� 162 Laurel Avenue 1410r,:) MAIN 3T Professional t ngineerwho jo ratters, 1 U, OFFICV: 631-427,6540 orwhodirectsanothertosoalter, .f V e .l �7i7 NORTHP�ORT, NEW YORK 11768 S�A�� shall affix to the altered itetns,their , � "' �0"��9 �g l�lb'iC-a " 5OUTHOLD, NY. DATE: fall- edththelrstonture,edby, 0706-0 "' ' `� (631) 754-2950 _ __ _ _ _ Auausr 22 2olCp � followed bythetrsignature,the date A ��,r t�1�+ �+ �"► --— ofthe alteration,and a specific I R�FI:$Stfl�A Y�fi .t�a� A i�lr �n��e:vp'4+��•�+� C�X.' (631) 6 A QPROJECT[ "t'U No.: desrxlption of the alteration, _ ^ , - STRUCTURAL 16035 GRADE BEAM SCHEDULE - % ��, +b• Tgt� T4M �t.1t'•Catr1--1�� rlf =tSP� /�� •C �� \ r,,��j..� 3�.'(�` ' ..?•�-tC�" "'(��•$" 'r efit-45,25..tt 'T'ixaM -M M-a— 'rte Ian" G+.G.. �� "'� d'ctt3-1� 3'-fit �� ,,•�!,�;e -,(�,;,�,'r mv e- e,,&.-I .. /�/ `� �� Etta-� a'-•3° � ev �� v %��'d G�••S 5'..2.'!s' �" -•t'-Crle:' .•�'- �. tom" PIN G i � �.'' a !- c.►aa-2. -rata e!.-t'-o I < °I` i IN L__ L �� ._t / ` `!y T10to 44. I-C?ve `•+ r El L ___j •i .00 I J i I '►� 1 � 41�Od Np.01 , fit? ilk Q. 1 �P el. 2 'k iP a1.-2�-bY4 I FOP et.-Z'-Ojr4° L J V' •tip �� ' L N LJb ^ I cwtev-2 'C�tp Gt.-•E'-p e.' _...-.I � � r..ttb-2.{ T��e 1 -t'-[fl�lg` I ��r' J 1 .—..... 1� L—...w J L. L.-._ { �......-.. �r'•3 �ti+l.w t+.. 7'aM �' d Gtr 3 �� tet.-tLt �' i L • � v dt L_-J I m I �' c3 i-•---J L.-_.._J L__.J L__J GRADE REAM PLAN Y4!'= • DAA: REVISION 8Y I SEAL NE Y g '-" CONSULTANT PROJECT NAME DRAWING tUnderNYSEducatlontaw,Sec.7z09, �F �/ Dll� - j, 4 - _ __ D_ES[GN•_ ,unlesslttingunIllegal undor er y person,director CG L i ENGINEERING, 1 LOUISE A. AGNES ARCHITECT P.C. R•13•?�Ifn �tJt�.C7 >~'�i�•t�n11'l"3 gyp' lunlessacttngunderthedtrectionafa� �Q� SNR �� g ��®� ROAD NAE) r Lr= � � � �,�j� �®U1��D/��'r/'1 PRAWN: �D SHEET: LICENSEDProfessionalEngtneer,to I Cj � * L fi FOUNDATION.ON. PLAN K�IU 3 OF Q .alter any Item ofthis material Inany u 7 MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTURE - - - - - - CHECK -- �way.if any Item is so altered,the a �� W i-1� �C�� STATION, N•�• �'�� Et):- DRAW{NG No.: 4' t w 162 Laurel Avenue 1441 MAIN t' '��1 , Professional Engtneerwho o alters, - �r�+ +i or who directs another tosoalter, OFF `sJ�• 1"' 27-5o NORTHPORT, NEW YORK 11768 shall affix to the altered Items,their y SCALE: 5OUTHOU..), NY. AE:seat,and the notation:'alteredby", 0706'1 v �it��►. ��K�7o"��9� DATE: AMh followed fsytheirstgnature,the date I 'OROF SS��4 �'�� "�' � �rr fW � ��+ � CiQ (631) 7�4-"'295 - -- K;X Ovr 2.3r2o14� � of the alteration,and a specific o • • L Q , description of the alteration. -- • - - -- Fax: (631) 26 I--9485 PR_O]ECTNo.: --- -- • STRUCTURAL ^ -16035 , I 124'-10" IMPORTANT NOTE: ALL DIMENSIONS ARE BE VERIFIED IN FIELD SINCE RE lt)AND ARE � ; THIS 15 ANA RATION.EXISTfNG " ' " 10,-2„ " DIMENSIONS Y VARY DUE TO WALLS Z1 -4 BEING OUt OF PLUMB,ETC_HOLD OA. 221-1118�6 2 - 36 -0 AS 'HOLD" ONLY. � / \ DIMENSIONS AND THE ONES NOTED `..µ (to OWNERSHIP CMENTAAND USE OF DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCItIENTS ARE\ I\ OT TO E USED M WHOLE OR M PART,FOR ANY OTHER PROJECTSR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT AAWRITTEN PERMISSION OF LOUISE AAGNESARC41TECT IS PROHIBITED BY FEDERAL LAW AND STRICT REV:01 DROP TOP OF FOUNDATION / \ TO PATIO SLAB EXIST FOR SUCH VIOLATIONS. FOUND. WALL OVER GRADE BEAM / \ \ HATCHED AREA SHOWS RAISED / '� UNEXCAVATED \ DESIGNED Bl' : DIETRICH ENGINEERING / / \ \ FOUNDATION WALL AS REQUIRED (SEE SHEETS S-1 THROUGH S-5) FOR 10'-0" HEIGHT STUD WALL ` ILL AT 12 INTERVALS, \ AMP 15ILLPAG II BORE LAYER Fo� / / X \ - \ \ �4" P. SLAB W/ 6x6 "6/+'6 W.W. MESH VER 6" POROUS FILL 49 IN I ^gym \ 12'-9 3/8" r G a =3 LCSEE SHEETS 5-1 THROUGH 5-5 l co FORSLAB DETAIL) �' � P\x � / 8''A•4e / NOTE: FINISHED CRAWLSPACE SLAB TO BE ABOVE FREE BOARD, THEREFORE FLOD VENTS ARE NOT REQUIRED L m u Q5' -� FOR ALL FONDATION WA �I - I I ��p�� G ,�, UNEXCAVATED LOCATION, PILE LocATIC 11 L — e x \y / \ PILE CAPS, SLAB DETAIL, T�. FER TO DRAUJINGS S-i - \O�' `" g-p FILL AT 12" INTERVALS, \ \ THROUGH 5-5 By DIET I ' I EERING N � � lU t TAMP EACH 12" TO 95ga COMPACTION / xO a yOG \ I- BEFORE NEXT LAYER OF FILL / 1_4" P.C. SLAB W/ 6X6 46/"6 W.W. \ o�\_1�• / ` r. '1 L 7- 3 — 3 1314 "X 111 �8 " = L_AM ' — — �, 1 MESH OYER 6 POROUS FILL / 0 a - 8 pC P' O O —I _ (2)FL JST S— LL� Ll \ / C2)FL.,J s O � �� p N 4 2 X12 FL JST Sg16 O.G.-1 ILI Ilk [a / C14 C4 \y' X - DROP TOP OF FOUNDATION �` \G _ I TO UNDERSIDE OF SLAB / 6 O ACCESS HATCH CTYP AT 2 LOCATIONS) / . \ I I I I 0 TO CRAWLSPACE \ ( L - - J 11 x N \ in i / • \ \ / ��• ®S® ®� 15t \ / / V S� 11 SO " n 3 8 -0 5 -"1 -0 5'-9 1/2 of �— — — — — UNEXCAVATED W � -0 34'-0" '-0IN `4" P.C. SLAB W/ 6X6 %/"6 W.W. MESH I I— m \w 11 OVER 6 POROUS FILL -' all I � DEPRESS AS REQUIRED FOR FINISH � 15 2 13/16 -0 34'-0" '-0 15'-3" " iQ o co = z e CONTROLLED FILL CONSISTING OF w IN — — — - — — — — — ONEAN LI TS NOT TOI EXCEED(2LINCLHES IN DEPTH AND BE COMPACTED, UNDER\ INDEPENDENT SUPERVISION, TO A MINIMUM o \ — \ 95% OF THE MODIFIED PROCTOR DENSITY AT OPTIMUM MOISTURE CONTENT PER ASTM D155'1. SOILS TO BE USED FOR CONTROLLED FILL SHALL 1�'-4 3/4° HAVE LESS THAN 10% PASSING A 0200 SIEVE WITH ui o NO PARTICLE SIZE NO LARGER THAN 2 INCHES. 01 10'-0 3/4" 4'-11 3/8" "I'-0" 4'-11 3/5" 34'-0" 4'-11 3/6" 1'-0" 4'-11 3/8" 10'-0 3/4" N F � 1 � Lu al—i - O z i'1'-5" 26'-0" 36'-0" 26'-0" L 124'-10" - � 00 124'-9 3/4" LuU v n U — WQ S, YOd- o FOUNDATION FLAN c: Of 11") °' C SCALE:/a e 11-011 > } N Pa 4"X811 OR (o"X811 WOOD POST ABOVE, BLOCK � a N Z_ 3: N LID TO FOUNDATION z U :C3, Liu) MZ z: r ( FOR ALL FONDATION WALLS, PIER LOCATION, Sa 12 DIA. EXTRA HEAV`1' STEEL PIPE Il�V a_ ,>< o CD PILE LOCATION, PILE CAPS, SLAB DETAIL, ETC. REFER TO DRAWINGS S-1 THROUGH S-5 ABOVE ON S11X ro 11X3/8'1 STEEL PLATE ON NON O W o 0 B SHRINK MASTIC, ANCHOR BOLTED DIRECTLY � � � cn l' uj z DIETRICH ENGINEERING P.E. i ONTO FOOTING O oME 344 LENOX ROAD e �!- N`I'. 11-146 SUJa W F STEEL COLUMN ABOVE ON A HUNTINGTON STATION, � SEE SHEETS 6-1 THROUGH S-5 1(o"X318" STEEL PLATE ON NON SHRINK Q FOR HELICLE PILE AND GRADE SEAM MASTIC, ANCHOR BOLTED DIRECTLY ONTO DRAWING N0. PROJECT No. tu FOOTING 1541 SCALE: d AS NOTED ju DAIE 9/14/201 3 DRAWN BY: L.E.W. C4 CHECKED BY: U A-3 of A-II SHTS L A. I. �f 124'-I0" I1"PORTANT NOTE: ALL IMENSIONS ARE !t)AND ARE „ , „ , „ , „ , „ , �� _ �� t0 B VERIFIEtDE IN FIELD SINCE 22 -1 8-6 12 -3 36 -0 14 -0 10-2 21 4 DIS 1lsAN hIAYMA;N DUS TWA 6'-4 1/2" 6'-4 1/2" 12'-1" 16'-1" 't'-IO" 3'-4" 4'-1" BEING Out OF PLUMB,ETC_HOLD O.A. DIMENSIONS AND THE ONES NOTED AS "HOLD" ONLY. FLAT ROOF OUINERSHIP AND USE or- 1/2" f1/z" DIA. BOLTgIb"O.C. DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, STAGGERED ' AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE 2"X12"R.R. REY:�1 Ip,m" DOCUMENTS ARE NOT TO BE . USED M WHOLE OR M PART,FOR ANY OTHER PROJECTS OR CENTERLINE PURPOSE.TO MODIFY OR COPY OF WINDOW THESE DRAWINGS AND SPECIFICATIONS �� f\� ' I WITHOUT EXPRESS WRITTEN PERMISSION Or-LouISE A.ACNES ARCHITECT IS RECREATION SCREENED-IN PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. ROOM PORCH � % s DETAIL Y-Y , � ..� o�.. �• � SCREENED '� ry >k �� IN v R�41S 10 PATy WITHCONCRETE SHELVED ,_ „ Or, > v ° FOUNDATION FOR SHEARWALL (SEE DETAIL X-XSHEEr "f) 5/8"TYPE "X" GYP. RAILING AS F BD O CEILING PER CODE, (3) 4'- "X '-0" _ (TAPND SPACKLE DESIGN AS PER OWNER O GLASS DI `-r AS PER CODE) T S� �� DOORS(12 OPENING) ��Ab a, CIAP FW316080-4 P TW3846 TUJ3846 TW3846 "C" LABEL SELF 3 GAR o�60 CLOSING DOOR GARAGE ��r�� `OUI ELEV: 2'-I0" RECREATION FWG60611 I 0310 FWH3180 LIVINGS DIRECT VENT 15/8"TYPE "X" GYP. BD ON P v, 0 'KITCHEN GAS FURN. I 2 2 CZ)2"X1 CEILING AND ALL WALLS ROOM I AREA r ,- „ w TAPE AND SPACKLE 1 COAT MIN. 30„ (10'-0"CLG.HT.) a C10'-0"CLG.Hr.) p C10 0 CLG.HT.) P m s\gyp Q ( 9'-6" p- 35'-0„ ®� -11_2„ �D " 6'-0„ 3 % MUD N 24-0 _ vfj_ 5 m 4 -0 - O MEC-4, MUDR 30o G a � O® ROOM N 3'-0" 3 - " O CO DIRECT VENT '� BZ ►-_ - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - — - - — - - - = u WALL GAS FURN. \� m - �p FLUSH I T - N e N WALL WET MASONRY FIREPLACEU70 I � -CL . QC?� m � p "' (� / Q BAR _ a I o BE DESIGNED — to � /// O, (2)FLJST BY OTHERS (VU1.0.) I I U�0 O n } �4= MECH. HANGER A, Q� 30" �\ X ( Q - - _ ,\ i REF. _ - - :® .o 0 FOR 6 KIPS @ � ��/// �� P r - 4'-8" -1 'Xi AM w \ W.O. MECH. HANGER // �� LIN '►� W \ti �Q - - - J ACCESS HATCH - IF _ TO CRAWLSPACE P FOR 5 KIPS 0 U 1 w "C" LABEL SELF / , o OR STAIRS DOWN D IN INCA AREA/ - 6' CLOSING DOOR GUEST �- C V.UJ.O.) PANTRY ti ED ROOM e - 2 STORY/SLOPED a // ADD WEB STI ERs - - RAILING AS PER CODE, "+ ? �o DESIGN AS PER OWNER © AT CONNECTION CROSSHATCHED AREA SHOWS BATH e, OPEN TO _ �U �D � .�� Q l 0 CLG.HT.) ? = CROSSHATCHED AREA SHOWS 12'-0" PLATE HEIGHT ABOVE I I ABOVE' = HALL- p P v�' l - \} . U w rp' 12'-0" PLATE HEIGHT ABOVE FIRST FLOOR _+ �0 5 Q ! Z 1 FIRST FLOOR, BREAK SPAN UP 2 ` / \ 4-0 4 0 J p�/ � � c � AS SHOWN ON SECTION B-B U FINISHED FLOOR I 4 ° �`h � / Q s CL. N v:+4'- " Q DATUM ELEV: 0'-0° �, :. yO N o P ' 'C2) P/4 x1I/8 =LA P P P ,/ O fv ct) -(2n'i10_' 1212'�Slr� _ _ L \ c� ,-1'/ N SUPPORT BEAM \ / ti P P C 3 / \ ON WA \ r /// \ SUPPORT BEAM \\\ w LL \\ +J `Z.�// \ oN WALL \ u L�',///�� 00 x %0 / \ (2) /4 XII/4 M AM - (2)2"x10" - \ / TW3852 - TW3852 \ / - (2n"X10" - ^ Z e \\ /� I I � I I COVERED I I I \ ` \\ // I o d, — — \ / N _ I _ Box our To I I I I BOX OUT To \ / — % , 0 I \\/� I61 I 0 �p u MATCH DROPPED I I POR I MATCH DROPPED I � \/ le w XII IXI u BEAM A D BEAM xl I IX �- / \ ° I� I xR ID I I i I (c3'-7cLG.HT.) I s t1 I� x o = \ (2) 13/4"XIII/4" M=LAM l2) I3/4"X91/4" M=LAM C10 - CLG.Hr� - - - - - 60'-4" CLQ ATJ I -j w o — CN 4"X4" ACQ POST WITH COL. ��\ / \ /.1�/ R4ISEED BEAMS AROUND o N \ RAILING AS PER CODE, 1,49ENCLOSURE, DESIGN AS '' ,�-H' DESIGN AS PER OWNER -{-�\ / \ / OCTOGON FRAMING AS REQUIRED n, SELECTED BY OWNER (TYP. OF 20) �� / \ / / TO ALIGN FACIA BOARD WITH 1K_ SHED ROOFS STEPS DOWN AS REQU'D - - „ - - Li o \ / TO MEET GRADE \ Z '-1 1/4" 1'-11 1/2 r912'-6" 9'-0" 12'-6" 'I'-11 1/2" '-I i/4" 10'-0 3/4" 4'-11 3/8" 7'-0" 4'-11 3/8" 34'-0" 4'-11 3/8" "!'-m" 4'-II 3/8" 10'-0 3/4" Q BOX OUT/LOWER BEAM AT U w BOX OUT/LOWER BEAM AT OCTOGONS TO MATCH �- OCTOGONS TO MATCH PORCH BEAM (TYP.) ( � I-_ Oo PORCH BEAM (TYP.) I ` V I- V Q Lo 10'-8" 10'-8" '1'-4" �'-5" 9'-'1" Q I !- Q N¢ 175 Lu =v _r� ct N J f�j z E! Z n LIA Z J of no CO a x 0 U1 O d 1- FlRST FLOOR PLAN -� N� o 9 F I RST FLOOR FIN. SPACE = 2,410 SQ.FT. f- W �- SCALE:1/4"=1'-m" SECOND FLOOR BEDROOM AREAS = 1,652 SQ.FT, Q 0 0 C GAT WALK = 302 SQ.FT. � 4"x8" OR Io"XS" POST BLOCK SOLID TO TOTAL SPACE = 3,993 SQ.FT, OUNDATION BELOW a a � (�atu �4"X8" OR 6"X8" WOOD POST ABOVE, BLOCK SOLID FRONT COVERED PORCH = S21 SQFT. REV:�'2 DRAWING NO. PROJECT No. 'ID'S FOUNDATION, BEAM OR POST BELOW f 1541 SW SCALE' W 8 X 31 STEEL COLUMN DIRECTLY ONTO SCREENED IN PORCH = 296 SQ.FT.' AS NOTED � 1=OUNDATION BELOW AND UP TO STRUCTURAL RIDGE A /� DATE: /14/ 2016 � SO51/2" DIA. EXTRA HEAVY STEEL PIPE ON DIRECTLY GARAGE _ 1'34 SQFT. `-t" DR^VM BY: ONTO FOUNDATION BELOW L.E.W. A-4of A-11 SHTS CHECKED BY: UO L.A. I' Ir IMPORTANT NOTE: ALL pIMENSIONS ARE Q)AND ARE To VERIFIED IN FIELD SINCE tHl IS AN A T€RATION.ItXISTINCs DIMENSIONS AY VARY DUE TO WALLS 124'-9 13/16" HOGDT O;N D THE,EAG_HOLD 0.4 DIMENSIONS AND THE ONES NOTED y. OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, 22'-1° 8'-6° IL' 36'-0" „ i, AS INSTRUMENTS of PROFESSIONAL SERVICE,ARE AND 14 -0 10'-211 21'-4" SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO ME 41-511 1-011USED IN WHOLE OR M PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MOD IFY OR COPY THESE DRAWINGS AND SPECIFICATIONS ^� WITHOUT EXPRESS WRITTEN PERMISSION ^^� OF LOUISE A.ACNES ARCHITECT 18 �\ PROHIBFEDERAL LAW AND STRICT EXIST FOR SUCH 0> 19'-2" 8'-5" ,Q REY:"1 co r �6 ED CROSSHATCHAREAS SHOW �� 'A, / \ gyp, REV:01 2'-4" HIGH KNEE WALL SHEAR WALL t0 \ CROSSHATCHED AREA Q� \ FLAT ROOF �� SHOW 1lz" PLYWOOD ON Q GYP. BD.50TH SIDE OF WALL UNDER FOR SHEAWALLR WAUN DLLL QED MAST \ \ INSUL. ACCESS / \.. PANEL, WITH OWNE PLTHTG� — , VERIFY � PLT.HT, k� J � \ (9'-0 CLG.HT.) -( _ TW3846 AFFW805 TW3846 P T. / (TYP. OF 3) INSUL. ACCESS \jam \ - - - - — - - - - - - - - - - - ,t0 PANEL. VERIFY 781-011 J�z"X YFtYW- 51i4"X9iz"M=LAM (3)2%0%/(1JI1/i'M1/2"PI.LOCATI N WITH OWNER `` G ,� I ,� I�(TYP. OF � � �`-FWG 80611 / �TW3046 TW3046 �" / _ \\ PLT.HT. v 11(1r, Oil14BEDROOM ,4 „ " PLT.HT. " ,� CABEL SELF � P � ).c-✓, P T.HT. I HALL e �r s I PLT.HT. CL SING DOOR \ 0 7jfi ? ED) Xc- I I - C9 -0 CLG.HT.) 4 SD ��6"I `/./ v,, I _ I I I o � �� o � � lG CATUJALK I I Iul '- LEY:+11'-3" •q/C` (q� (/ '4 RAILING AS PER CODE, e, 4 A y (fi BATH 26„ a I DESIGN AS PER OWNER I = - - / ,V� '14, (V-0"CLG HTa / U�, °Q - - - - - - - - - - - - - - - - - - - - - - - - - 1 - - - - - - - - 04 \ Q P'1 FLUE — / �` i4� -0 CLCs QC �p 4 FI PLACE T I - - �0 G s ® \ Cly., / D u1 BED SIGNED AY . w to Z 6BEARING WALL N BY O HERS (V. .OJ 0 `� PLT.Ht.� —UJ/ VARIEDPL i�T V BEARRIED A LT. H_4 c� \CL.� \ % - w I e OPEN TO I CT VENT _8 s� N._ ASFURN.xe I- - - m - - - - - - - - - -�3�LO-WL - - - - - - - - -l U I.G. co►- 0 - ary NT GASFURN. .O.) > \ \ I I _ 5/8"TYPE "X" GYP. BID N ILING BED COM I I I.G. 0 (TAPE AND SPACKLE AE PE CODE Ai) MASTER ��q I ��q I I \ BATHROO L-J (/ U 12'-0" PLATE \ HEIGHT ABOVE ....::;i.,......SEL \ /� . - z Y `✓J 12'-0" PL TE S� I I FIRST FLOOR ti. s HEIGHT A OVE v FIRST FL OR � �• i' �o DK s F- ��., 1312"XI0"UJ/(lriz'X9Vi"Ftl'UJD. 51i4„X91i2"M=LAM (3)2'7ci0"UUl1J0/2"591:"PL J 5'_0„ � N � < \ PLT.HT. y.' •m. G-1)• l 0 N � lei CROSSHATCHED AREA SHOWS _ „ „ LIJ XS RR s XS RR S XS RR XS RR S O r 4" PLATE HEIGHT g16"O. glfo"O.C. g16"O C. gib"O C. CROSSHATCHED AREA SHOWS O --- 4" PLATE HEIGHT z LLI F w vJ 0 Li .-- Z I ITI I 124'-10" LK_ U� 7 e- v 00 U v r(,o ujQE C I P 6"X8" WOOD POST BLOCK SOLID TO BEAM, T 2� c c � p y�� SEGIO 12 FLOOI\ PLAI O FLJST'S OR OST BEL � u- > o N SCALE./4 =1 -0 Q Jp 6"X&" JACK POST TO UNDERSIDE OF RIDGE OR HIP Cn W;; z tu N • _r7 lF- z 9 ~ CSW 0:! r7v Q Q o toLLI X Qtr- � LL- all-Ill, Wo 0 Q i)m z Wz d) a Lu DRAWING NO. PROJECT N1541 sckL. d AS NOTED lu 9/14/2016 A - 5 DRAWN BY: L.E.W. e N A-5 of A-11 SHTS CHECKED eM 0 L.A. i1 IMPORTANT NOTE: ALL pIMENSIONS ARE (t)AND ARE TO BE VERIFIED IN FIELD SINCE THIS IS AN ALTXRATION EXISTING DIMENSIONS MAY VARY DUE TO WALLS BEING OUT OF PLUMB,ETC_HOLD O.A. W1 HNOLD p1AND THE ONE,;NOTED Y. OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS NSTR11MTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED N WHOLE OR N PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. \ 51MULAR TO CROSSHATCHED AREAS SHOW \\ 2'-4" HIGH KNEE WALL J\ REv.�i FULL SNOW a ICE GAURD ON FULL SNOW 4 ICE GAURD ON p \\ ENTIRE GABLE END WALLS ENTIRE GABLE END WALLS \\ / J B'-0" PLATE / HEIGHT 9'-0" PLATE \\ / HEIGHT \\ U U \\ / I I \\ / S � S (V N \� v temIV N mss, •� �, 'A ti X =Y -a N iQ Q N �\ M\ < G� 2 13 " I " AN L D HEIGHT BEARING 4 ® HIMN Y CRICKEt I / / Irz �JA E A L D A I D / COPPER FLASHI KNEE WALL BELOW \ '� PEE WALL BELOW 1 G N + ry \ � J J2,) I I i (1) 13/4'X 4' A . W 11 X 5m STRUCT. RID 13id"X14" M=LAM. T 0 4" PLATE HEIGHT 0 ti v 411 PLA HEIGHT / � N � N � \ IP � Q• / _X — 12'- " PLA rk IGHT ABO �'' -� m .� HEIGH� � 50'4- FIRST FLO R c I FIRST FLO \ry ¢ / N / 00e -10 J J \ \ w JI-C I/ \ \ N -q J < \ \ 0' q RR'S "XS"RR'S X ( 2"xallp-RIS "XS"RR'S 16110.C, aIro I O.cil CN Ciro 110, g "O.C. (n a FULL SNOW 4 ICE GAURD ON 8 ENTIRE GABLE END WALLS FULL SNOW E ICE GAURD ON y ENTIRE GABLE END WALLS a cA c X %0 CDujC) ROOF PLAN � N SCALE:1/dna 1'-0 n ��' O Z Jp STEEL "I" BEAM COLUMN TO UNDERSIDE OF RIDGE SIMULAR TO (� C J 4"XS" JACK POST TO UNDERSIDE OF u RIDGE 00 LuV to r` PROVIDE LOW PROFILE RID GE VENTS ON ALL w Q Lo � Y o d- . RIDGES z > =o °' °O ALL SHADED AREAS SNOW ROOF OVER ROOF ca U o Q - Iz > �- (� -ZN N VJ C/)Z INSTALL SUBDYNOMELT CONCEALED HEAT Z Q 111 z� c7 W WP;... GABLE ON THERMOSTAT TO PREVENT ICE —1 Q 0 ® DAMMING —1 w o o =pW u ujo U1 DRAWING N0. PROJECT No. 1541 SCALE: d ,4S NOTED lu DAM g/14/2m1( A - 6DRAVM BY L.E.W. e N A-roof A-11 SHTS CHECKED BY- L.A. YL.,4. I1"f=QfRTANT NOTE: ALL DIMENSIONS ARE l:)AND ARE TO BE VERIFIED ARE SINCE THIS IS AN ALTERATION.EXISTING DIMENSIONS MAY VARY DUE TO WALLS DI�SIONS ANOF D THE�S NOTED AS "HOLD" ONLY. C SEE SHEETS ----- -i SEE STETS ----- OWNERSHIP AND USE OF (STRAIGHT ON VIEW) FOR INFORMATION LOW TPROFILE IDGE l STRAIC�NT ON VIEW) FOR INFORMATION DOCUMENTATION: DRAWING-15 AND SPECIFICATIONS, AS INSTRI&ENTS OF PROFESSIONAL SERVICE,Ali AND 84ALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE HIGH POINT OF RIDGE DOCUMENTS ARE NOT TO BE USED N WHOLE OR IN PART,FOR LOW PROFILE LOW PROFILE _ - ANY OTHER PROJECTS OR RIDGE VENT RIDGE PENT C THESE DRAWINGS AND SPECIFICATIONS ^— PURPOSE.TO MODIFY OR COPY WITHOUT EXPRESS WRITTEN PERMISSION \ OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT MAN Ht. EXIST FOR SUCH VIOLATIONS. \ \\ BLIND ALUM / /FLASHING ALU / / — \ \ / FLAS fNG \\\ \ REV:"1 HIGHS P T. m 2nd FL. I \\\\ I I ►= 3: // / BLIND A 3: � /// FLASHIN \\\ 0 TW3846 I � 0 FWG8061 /// \\\ 0 304 BFLASHING[NO O AUM TW3046 LLTW3O4r. TW3646 0 w O \� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LLI 2 —� dl x fF TT -1 -1 � -1 Lu LTI _I ' 0 0L � � u X X TW3846 TW3846 TW3846 TW3046 LTW3046 YF YE O O FWH318 FWG g oao-4 WEIL LIFTSLID DOOR Llw�l — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 611 RAISED PATIO REAR ELEVATION � SCALE0/4"=1'-0" e ANDERSON WINDOWS HAVE A IEM RETURN CHARGE ON STANDARD WINDOWS (IN STOCK) AND WILL NOT ACCEPT RETURNS ON SPECIAL ORDERS. CONTRACTORS/OWNERS TO VERIFY THAT WINDOW SIZES G a SHOWN ON THEIR PLANS ARE CORRECT PRIOR TO ORDERING - WINDOWS. RETURN CHARGES / NO RETURNS ALLOWED ARE THE 1" - C RESPONSIBILITY OF THE CONTRACTOR EXISTING AVG. GRAD ELE 6�$AZ'��' 0 -� SEE SHEETS ----- FLOOD�NE AE6 ELEV.- + 6'-0"— (5TRAIGHT ON VIEW) FOR INFORMATION LOW PROFILE SEE SHEETS ----- RIDGE VENT (STRAIGHT ON VIEW) FOR INFORMATION HIGH I=OINT OF RIDGE FULL SNOW 4 ICE GAURD ON FULL SNOW 4 ICE GAURD ON _ ENTIRE GABLE END WALLS ENTIRE GABLE END WALLS z LL _ F o MAN r- Nom - LLIo B Atl 1N UM \\ 1 11 HIGHEST PLT. g 2nd FL. m 5 —� — lug BLIND ALUM SIMILATED CHECK RAILS BLIND ALUM / \\� I I FLASHING \\ At CX145 CASEMENT WINDOWS N FLASHING // 1212 +- 12� �12 \\ \\\ \ (TYP. OF 12) Z z E IND ALUM _ `�`� \ — — — — FU.ASHING I I 7 f-: — — — — \ \ \ \ \ O O V) � 0 TW3842 TW3842 I � 0- — — — — \ \ \ / \ \ � � Elf � XIS , X1 /// // I I ° _ \\ \\ \ 14 14 \\\ 14E 14 - - - - - / - - - - - - � / - - - - - - - - - - - - - - - - - - - - - - - - - - I 0 "� \\ - - - - - - - - - - - - - - 11 > o U - - - - \ 4 w —1 YTS Lur` tu 12 O w TW20310 TW3852 TW3852 t t TW-36E,2 TW3852 0 0 U PROPOSED ELEV. 00 AS PER SURVEYOR UE r — — ELEV: 14.0' U w \/ I— 00 W ` L r � YOIt- V�' O �aNQ �1 cV -^ LuZ Z N W LL LU c 4"X4" ACQ POST WITH COL. 0 v) Z¢ Z ENCLOSURE, DESIGN AS r- 1 1 U�C14 o coo C SELECTED BY OWNER (TYP. OF 20) x RAILING AS PER CODE, LINE BEYOND �LEY:B'-0"FRET=BOARD _ LINE BEYOND DESIGN AS PER OWNER t - 0 l� ON IELEVATION EXISTING AYSx.GL4DFLEJL6, A0 61 {— cn� z STEPS DOWN AS REQU'D SGALE:Iia"=1'-0" ° +�- To MEET GRADE FLOOD�NE AE6 LEv: + 6'-0"— _ `�' pJ� DRAWING N0. PROJECT N��ihl SCALE: d AS NOTED � 8 DATE: 9/14/2,016 DRAWN BY: L.E.W. A-8 of A-11 SHTS CHECKED BY: O L.A. _ IMPORTANT NOTE: ALL DIMENSIONS ARE Q)AND ARE TO BE VERIFIED IN FIELD SINCE THIS IS AN ALTERATION.EXISTING DIMENSIONS MAY VARY DUE TO WALLS ZI BEING E IMTISIONOF:PLUMB,SC N THE ONESNOTED AS HOLD"ONLY. D OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCIRIENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.ACNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT / \ /r" ` \\ EXIST FOR SUCH VIOLATIONS. / \ BL IND ALUM /j \ FLASHING I I I F �- Cx145 cx145 I I cx145 CX145 I C 1. e - - - - - - - - - - - - - 0 °' - - - - - - - - - - - - - - - - - - - - - - - - r r 'i cz Ila E71Q e �o PARTIAL FRONT ELEVATION-RIGHT WING CSTRAIGHT ON VIEW) ELEVATION(2� - cALE:I/4u=l'-On D ANDERSON WINDOWS HAVE A 1551. RETURN CHARGE ON STANDARD WINDOWS CIN STOCK) AND WILL NOT ACCEPT RETURNS ON SPECIAL Z Z ORDERS. CONTRACTORS/OWNERS TO VERIFY THAT WINDOW SIZES Z (o G � — C SHOWN ON THEIR PLANS ARE CORRECT PRIOR TO ORDERING —1 WINDOWS. RETURN CHARGES / NO RETURNS ALLOWED ARE THE RESPONSIBILITY OF THE CONTRACTOR w cz LOW 'a' PROFILE RIDGE VENT LOW PROFILE N — o RIDGE VENT m O O O= V) a SIMILATED CHECK RAILS o AT CXI45 CASEIN NT WINDOWS U) / \ BLIND ALUM / \ > B / FLASHING / \ CTYP. OF 12) L f2 x o i I I I I I I a04 TW3842 TW3842 (L Cx145 Cx145 1. -Q1. _ m 6) - - - - - - - - - - - - I I - - - - - - - - - - - - I I— I— 0 �' W O r- r r � z Q V Uj 00 _ I I 06 n H v \— w� 0 . Q= l Z > —O `1 O 'd- LLI 9 0 TW20310 TW3852 TW3852 L-:TU:0:6:r52] 0 0 Z a z w 04 iA �0 vJ lu W� o ;L;, I ) �WJ � coro aWC-4 �� o — — — — — — — — — — — — — ® ® Wo 0 Q Cn W Z m O 0w U FARTIALFRONT ELEVATION- LEFT WING (STfiRAIGHT ON VIEW) i=AIRTIAL�FRONT ELEVATION -1„II1DIDLE SECTIONlu a �, ELEVATION S ELEVATION(I) DRAWING N0. PROJECT No. rv'CALE:1/4 a=1'-0n SCALE:1/4 n-11-0[1 IEJ41 SCALE: d AS NOTED A - t /14/201 C 1 ODRAYM BY: -� L.E.W. e CHECKED BY: A-10of A-11 SHTS L.A. IMPORTANT NOTE: ALL RIMENSIONS ARE (t)AND ARE TO BE VERIFIED IN FIELD SINCE THIS IS AN ALTERATION.EXISTING DIMENSIONS MAY VARY DUE TO WALLS BEING OUT OF PLUMB,ETC_HOLD OA. _ AS�HOLD OtLp THE ONES NOTED OWNERSHIP AND USE Or- DOCUMENTATION: FDOCUMENTATION: DRAWINGS AND SPECIFICATIONS, w AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND _ SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MOD FY OR COPY U THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION }- OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. J L J 4" VENT J 4" VENT ROOF � "_I I L, - BATH I I I I I I 2„I I I I 1211 12�� 12” 12" 12.. I I 12„ 2111 I W C. I s I s I �ruB ISH. I I UU5 2" SECOND FLOOR I o _�- 2" 2" 3" 3" 0 \ Tw3046 pHP5646 TW3046 I i, 1 1 \, 311 — — — — — — — — — — — — — — — — — — — BLIND ALUM FRESH AIR VENT rBATN I WETi 8AR 2" 2 r FLASHING 1I „1 2„1 2„1 2"I 2" — — — — — — — — 1 „ I „ I I LAUNDRY I I KITCHEN I 3„ I LAV. I —1 STEEL DIAMOND F1 1 1 PLATE COVER i S 22 1 OVER WA H. D.W. HOUSE TRAP U1211 11 21 „ W 2 FIRST FLOOR sH. _ 2' 3” 2" �� 3" 1 3•• 3" 3" 2•• 2" 311 2" 2 � 11 IL 1 o e 1 1 1 TIE TO APPROVED SANITATION 0 0 4" E.H.C.I. I I I 4" E.H.C.I. WEILA LIFTSLIDE OR FLUM51NG RISER DIAGRAM (V.W.O.) RAISED PATIO NOT TO SCALE — NOTE: THIS IS A SCHEMATIC DIAGRAM ONLY. ALL PLUMBING IS TO BE TO CODE. PARTIAL REAT ELEVATION-LEFT WING (STRAIGHT ON VIEW) ELEVATIONn ANDERSON WINDOWS HAVE A 1551. RETURN CHARGE ON,STANDARD WINDOWS (IN STOCK) AND WILL NOT ACCEPT RETURNS ON SPECIAL A ORDERS. CONTRACTORS/OWNERS TO VERIFY THAT WINDOW SIZES _ = SHOWN ON THEIR PLANS ARE CORRECT PRIOR TO ORDERING U U WINDOWS. RETURN CHARGES / NO RETURNS ALLOWED ARE THE C Q RESPONSIBILITY OF THE CONTRACTOR _ \�� s I w w . — -w - / uj �o UI UI I (V �- �- LU \ o E5 0 0 U V) 0 uj Za X 11.2 12 o - I TW3046 TW3046 tW3046 TW3046 TW3046 T1113846 0 TW3846 TW3046 TW304ro a, 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - N F L O Z FM ci U� Z 0 TW3042 TW3042 - co 0 0 TW3846 TW3846 =TLU384r. Q 0 w W Q 00 0 0 > Yo � L RAISED PATIO FWH31 RAISED PATIO F 80-4 Q�¢ >- N ca 04 z 0z 2w � Lu W¢ � zl� .- (D W tY n i aQ� _`. x PARTIAL REAR ELEVATION- 1uII12DLE SECTION to O d ELEVATION n ,[� � - W� s� Z PARTIAL REAR ELEVATION- RIGHT WING (STRA[Gt4T ON VIEW) v a � o ELEVATION �\ W o Q d) - Lu DRAWING N0. PROJECT NO. 1541 AS NOTED tu /14/201(o B DRAWN BY- %0 e N A-11 of A-11 SHTS CHECKED BY: O L.A. II E i �a A � i 4 DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION HAS BEEN APPROVED. F O ! 0 Mr J rti AS NOTEDb 8 COMPLY WITH ALL CODES DP,TE.�-Q(� NEW YORK STATE & TOWN CO ES Ioe. 4NT AT AS REQUIRED AND CONDITION OF 4r � N"O ll 1; t 1 U—1h Rh 711 ..h b , f,^,-. 0 � 'i- ;t rA FOR THE _,^,NS: �fl'1`@","Y 1,\,�u )ARD '; REQUIRED inu� wig I E$ Er • ' -NCRETE j n`• i i PLUMBING • .S•DEC 4. F,h' `- J MUST • A'_L :,C�c� SHALL MEET THE RE fit; THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR OCCUPANCY OR DESIGN OR CONSTRUCTION ERRORS. USE IS UNLAWFUL I WITHOUT CERTIFICAT t-H e "I? mltlr�i; OF OCCUPANCY Int:talled,replaced V repnired sr"�^ll conk -- to Chr-gLer Me,. c�the 8G°�"'rd�:c'a',.a DRAINAGE INSPECTIONS ARE REQU —-- _ - ------- --- - ContacTOS Engineering at 765-1560 f ore kfill,O R Provide Engineer's Certifi .'tion — _ that the ralnage has been lnstr!!^d tc — ac w* — - - - - - - b id dustm- - — - I, - — -- -- — - - _ - - — --- _ - -- -- --- - �, vidii as 3 F r€>gid' I's per r, - -- ,rTl CAL P S PLACARD I PLUMBER CER TIFICA ON LEAD CONTENT BET ON CER) TE OF FORE OCCUPANCY SOLDER USED IN SUPpL y sy �/A TER STEM CANNO7- EXCEED 2110 OF I LEAD . 5 a Q s dS T R UC T L PLI ALL PLU�ABINC'WAST a s o �1V s w y i" 17L 1 T i T UAL 'L 1J 1—�L Y Y 1 1 V 4p� *ESTlG SEWATEF 013E C01/ELINES D b LOluq, se .� c� nes Alrc "��, ' tect , P. '. lurt -.,ff. D �. e t � c h 9 �. RING f an,d A ss0 c �, � t e SHE;ETCOVEs1R - - - - - - - - - - - - - - - - - - - - - - 1�Em1�lD�1�1>\�.. �KND ��(��" INDE=X � � � I �_� L=OC��(��N �L=,4N 6- F5 �" 6 - 2 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SH T A - 1 - - - - - - - - - - - - - - - - - UJAL_L_ DETAL_, 51f=FLEtIE:NTi�' CONDITIONS �f� � ��N 5HFzE:T 6 - 3 a Wco SHEET - 2 - - - - - - - - - - - - - - - -NI1� (1�lC SCHEDULE, C® FASTE=NING ZONE, _ _ _ _ _ - _ - - - - - _ - _ - _ = o _ _ � - _ _ _ _ _ _ _ � - -�OIJND,�T I CSN L=�N � ua. i— — — _ _ _ _ _ = a _ — _ _ _ _ _ _ _ — 6 — _ - - - - - - - - c — _ W � - Ln I,�C� 1„I 5 � 5Q - - ® _ - SCION ,�N� DETAILS � Yo � TIE: DE:TAIL5, �CKD PAT D 1� o Q � � LOM f� - �- N, I INCA-I ,�T INC->; PATTERN SHEET5 - 5 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SfEQCIFICATIONS ,SNDNOTE=S _ . > OK� WALL_ L- _ Q �- Nco U a � •tY/ � � Q � d- N a SHEET A - 3 -FOUNDATION f=LAN \ cn z c~� 1 -- 11R5T FLOOR FLAN A O � U I SHEET A 4 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Qv0 Q I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �G01�IDL_O® FLAN GLn ( _ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ! - - - - - - - - OO i=L_AN _ w � SHEET � o SHEET A - 1 - SECTIONS ® w T A - 8 - - - - - - - - _ -FRONT EeL_E:�� fN, 1�E=�K1� ELEVATION SHEET _ _ _ _ _ _ _ _ - _ - O SHEET A - S - - - - - - - - - - - - - - 1�IC-��T SIDE EL= ATION, �FT SIDE EL=EVATION PROJECT NO. 1541 I, SHEET ,� 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - C6 _ -� i�� Il_ E:L_ � �" f0�15 E SCALE: AS NOTED N SHEET A - 11 - - - - - - - - - �AfRTIAL_ E:L_E_VATIONS, fi L_1�1�I,NC-� 1�fSE=iz D f ,�C�i��1�I � I COVER A /14/201(o o DRAWN BY: Re s /.--L d e rL e 3 Q4D CHECKED BY: 1 t., 'Oil /^1 2 �c. � � � -� - __- - I ^f--I_"�' 1 •�• I I �' I �j� I i t � F Z:O" S'-g" �•'-O" � ` / •�/ L._ _J L_ __J L_ _J v r t + l f L------ t_— --. —J I_� _J 110 C` �, AP to I Z •'a ,� ,Lr l , f t� I I �> 01 4 - L _j I _J L— J n Mei � ',� l2."..L?•`t�`,',,._ .t _ - t._. -....I � I i-- T-1 r , 1p L, L. __j lei--t0" r J _J • ?� a7 4 •° L_ _J Lt_j IV-CIO r I vv-Wn LEGEND o -- lOTON tr'1L.E, Tta''p" ® © PILE LOCATION PLAN I I _ CONSULTANT - ---- - - --— PROTECT NAME - --- -- -- — -- DRAWING TITLE DESIGN:-- KT-tD _ -- SEAL SHEET' DATE' � REVISION BY I 'Under NYS Education law,Sec.T209, O� �1 - --- — _ Sub.2,It is Illegal for any person, _ ��E � 'DIETRICH ENGINEERING, P.,C. LOUISE A. AGNES ARCHITECT P. C. � �� E � � � �,�E FILE LOCATION PLAN BRAWN_ ,�Nb � �l � -l3-`LDilo_ tom,x7e= I=C TV__ �zt-IN T�...a. _ � t unless acting under the direction of a j Cj ,,� O - LICENSEDProfessionaiEngineer,to J� �� 344 LEHOX ROAD - MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTURE ,' CHECKED: DRAWING No.: after any item of this material h any r~ H T vim+ rA T �-�r 1410E� MAI 1 4" \/ I Wway.If any item Ts so altered,ihe ,b� 1 l�� } �� 1�� `�'`d ��q � �' � � ` �� `buu RD . , SCALE: � 162 Laurel Avenue - - Professloriat Engineer who jo alters � ti '•l o'_- ? u . 4 OF'F'ICE. 631-427-5540 NORTHPORT, NEW YORK 11768 shall who directs another I so after, �®I {T H O L I) ' NT'. DATE, shall affix to the altered fterrs,theft ' Q, ' � 63 ,�"H+70"0994 Ilii {! _ __ _ --- seal,and the notation''aitered by", 067 FAX: r7 (631 ) 75 4—"29 5 0 � - -- -- A�V'�T 22�201Cv � fQl}owed by their signature,the date OF NA�� PROJECT No.: of the alteration,and a specific ESS40 WEBSI'�"E, WWW.DIEPCLI.CO� (631 ) 261 -9485 STRUCTURAL 16035 description of the alteration.- Fax: _ __ ----- . . .. PILE CAP SCHEDULE - MAti�1G. -- L- W � c� L.s�t,ca. wa.-t -amu-toter t,►��r �,u �„ tCo" 5 G3�At:S OA we- -71-4!1 tom.-2 3Cy' Wit two 5 ed.M5:a (,;C��•+�g t�+.tzs ..7:.¢° two 63'#t'—✓ PG!c [pp" Z411 2A-;t C¢)it-to, 5 3Ld' ZA.tr Z,p" G5��Cs? 1.�S CGy��Coo 1t✓✓-a,2-5 pG-t3 r►Ca" 3 11 ?l�+' 1.Q" 4-e"e A MAS, 3._&., ,,t wt (6)-W 64))0& MA.fF-, C4.�etr/o M Ajz , Co \ ti 'A k \ tom•-1 �.-1 �-I t�.� I`�-1 t�-3 \� 4 LLJL + ' 3 SZ" 24' CZ:' TI.V+ � N X N9 1-- A ,� �' tZ' � � Fes.-1 t�-1 tom•-1 - \ A. s O * I -- •E- a -t- - 'f 'Ic tZ• � �ti \ / 12" 3F1✓.-2 trl t�-1 �-1 Fi~-l -- l5� t5' / Lr -F \` u • to — .__. t�' l2 t2n i � 1 Ii I N I • / 12" �Ir N 1'l," SZ t2" t2" PIER SCHEDULE PiLE CAP PLAN t�tt�►icils3�atvtJ�r3 t t ��'--T1t�t IZ�11Jt=ra4Z_f=-1 Nell MARK. �w, •p• To P �M V�1;�-n c�.t_ 'T't t=S tit At N P-; 1V I-v' ^Z'^�!4' �G,,��,t �4> 43-r =-, C: -tZ`o.c. - Pow MILS &IM,eo.G 3pn tet'-��le' _�,•_d,t p.t2vt�Nt� t' c�tt�tCt-�tz- tecta t��-r •-rate d✓L�z-r'nM DATE t REVISION gy I SEAL. -- -- -------• - - _ CONSULTANT PROJECT NAME DRAWING TITLE DE51GN:_ -_-_ ..r_ 'Under NYS Education Law,Sec.7269,' -' �y j �` �H t7 SHEET: ,sub.z,it isIllegal for any person, �0F NE ��A.��Il C H �kd1NEPR1NG, Pace - - - NA[:) ----- ---r - -- -- -- r - __- q-13-'LOtfo t55U�b �tZ F�ELZl�1t'1"3b unless acting under the directionofa� �Q� ��N �,��CO � �0 ��x LOU I SE A. AG NES ARCHITECT P. c. IL E fRE Ir:) ENGE PiLE CAP PLAN ° wN- LICENSED Pratessional Engineer,to ' l� �i 6/ Yl"t> 2 �p Jr' after any item of this material in any - 1-1746 MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTURE CHECKED: DRAWING No. 'way.if any item is so altered,the � �i s � H CU N`�"ING'Tt'�N S'Y`A"CIC71I�I, N.Y. 162 Laurel Avenue 1410E5 MAIN 54"'rVIEW D , SCALE: ---- ----- I Professional Engineer who o afters, or who directs another to so alter, ? OFFICE= 631-427-5540 sfiaTf affix to the altered Iters,their � 4v �+ NORTHPORT' NEW YORK 11768 DATE: seal, e�_ seal and the notation:'altered by", 631-470.0994 5OUTHOLD , N"'T . u� uNt��2�2ta� lepfoifowedbytheirsignature,thedate Q706"� (631) 754- 2950 of the alteration,and aspeciltc ! gOFESSI �EBS1AE. V x W.D]EFC I. OM _PROJECT N-o .: description of the alteration, Fax: (631 ) 261 -9485 STRUCTURAL -- 16036 I I ' 1 GRADE BEAM SCHEDULE -- t�tt�lt=t�tot�s S�t�vA."i'l�t�`F.a I MARK �H, •b• -TLP t2X1CZ'�1 'T��tJF,otx��.Jt� -E-rr't r�rr�p� , I Gtr^, .3t-err gre _2„'-tU" r.(p'»L�.'r Cy7�'�a C�,etzs. 3k+3-C1 t=.� �• 1 Cv" o.C.. 'CSO t �'..t�'T-T'�t•/1 Gc[�-�� 3'-Z' al ,.,�+,.•�++ •.•(o'_4rr CZ7kb lv t� ixs53 #�� 'T-IEr�c� 1Z"C.G. eza8-3 S'-vle 11N" -•1t-i'/a" �i ell G / e f eta-zTZITCP � i r I � �> IEllI IV J- 41 0-0 Ole :. d d, / '� ; Q. I i ❑ I�p e.1,-2-x'4 �"fPbP�.^'L�-bY4 I El ITot� el.-Z»oY4 �V, off'` i L__J t___ L.--J d L —J % \ I 1 I \ ► � L J L J I � I i L—_j L-- l v� I to ID L_—.J —J I � 1 _ Q L—^J L——J I GRADE BEAM PLAN I I SEAL ""� - - — - - - - PROSECT NAME DRAWING TITLE DESIGN: DATE; ; REVISION BY i cation Law, OF NEW CONSULTANT _— K}{p SHEET: KtlO ;Sub.2,It Is Illegal forany person, � N¢ DIh+T'RICH tl�Cil`II ERIN[C, P.C. Iunless acting under the direction ofal �. LOUISE A. AGNES ARCHITECT P. C. NADILERr= 61 �) ENCE FOUNDATION PLAN °�`""—N Kun 3 of LICENSED ProfiessionalEnglneer,to '? r,, ,� �, * 341 Ip1�N[oX ROAD MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTURE --- - _ CHECKED:- DRAWINGNo._ alter any item of this material in any 1�� 'way.if any Item is so altered,the g ,L w HUNTINGTON STATION, j`i•Y• � � �'�6 SCALE: Professional Engineer who jo alters, ' U. = I z 162 Laurel Avenue 1410 lei A i N 5 A�V f W � . A��Q�n or who dlrectsanother tosoalter, I ;._„� �, OFFICE** 631-427-SS40 NORTHPORT NEW YORK 11768 5OUTHOLD , N"r. DATE: shalt affix to the altered Items,their ,I _ `{� w w r seal,and the notation"altered by", 07p61 �, FIA�r1.• 631 470 099 C� followed bytheirsignature,the date 10 ��P (631 ) 754-2950 _ __ -- -� _ __ ___ -_ PROJECT : of the alteration,and a specific i Iq?0fiESS\ WEBSITE: WW'�dIW.DI~PCU-COM -- — descriptionoftheaiteration. _ ~- ----- -� - - - - Fax: (631 ) 261 -9485 STRUCTURAL 16035 I� 'SEE SCHEDULE REINF. SPLICE AND DEVELOPMENT LENGTH CORNER BARS TO MATCH OUTSIDE FACE OUTSIDE FACE HORIZ. BARS (EXCEPT AS (IN INCHES) 1._O�. NOTED IN PLAN) 0" SEE SCHECULE a (UNLESS OTHERWISE SHOWN ON DRAWINGS) . '�, �' �, �• �• ��t� ��' ° °• • ! �/�C �' ' �� OUTSIDE FACE DOWBAR SIZE #3 #4 #5 #6 #7 #8 #9 #10 #11 ../ r a �ry LS TO MATCH 0 a• ° o i SIZEEAND SPACING OF HORIZ. REINF. TOP BARS 16 22 27 35 48 63 80 101 124 W U '� d SPLICE I % • HORIZONTAL BARS LENGTH OTHER BARS 1 16 20 25 34 46 57 73 88 r ; ' SPLICE e PROVIDE AT LiQUiDW LENGTH HORIZONTAL in TOP BARS 13 17 21 Z7 37 4-$ 61 78 96 N CONTAINING STRUCTURES BARS a e r- DEVELOPNIENT j ONLY LENGTH OTHER BARS 12 12 15 19 26 35 44 56 68 �/ LAP OUTSIDE BARS OP. L U BARS AT OPNG ° APSRQSHOWCORNER BARS AND DISCONTINUOUS . d 4 ENDS OF WAILS SEE SCHEDULE • AVOiD SPLICES iN REGIONS OF MAXIMUM MOMENT. IF THIS IS NOT FOR EXTRA BARS AT CORNERS POSSIBLE STAGGER SPLICES SO THAT NOT MORE THAN 50 SEE PLANS OF THE BARS APE SPLICED WiTHIN A REQUIRED SPLICE LENGTH , OTHERWISE INCREASE SPLICE LENGTH BY 30%. AT CORNERS AT ENDS AT INTERSECTIONS AT REENTRANT CORNER I 0 TOP BARS ARE DEFINED AS HORIZONTAL BARS WITH MORE THAN 12" OF CONCRETE CAST IN THE MEMBER BELOW THE REINFORCEMENT NOTE: FOR ADD'L REINF, SEE PIANS, 1VA!,LS ARE CLASSIFIED AS OTHER BARS. --� PLAN OF HORIZONTAL REINFORCING OF CONCRETE WALLS AND DEEP BEAMS SCALS- 3/4" 1 I v' N i I ' "-tr=-�cta�+.>�tca►J ..tatter - -- _ ._ G'c�tt�tCAL. - - "C_.df�G-T''•-�Tt'=--2t_P�t�j Lw cv'xCo'- lo�io c.c.s.. W.u�.r-.t,. - -- -• 49 JL— � _ _fK•G•t1J�OTl-Gl1,GC' ---t�'tL...>;_. � - , t — Pio t'TOt q p_;a. ' i t25 ac t7�br fbtrAa�t I t - tQ tf} 't'L"L-e°lw ars.tetr- ' SECTION � PIAN , - --- - - - - - -- - - - DETAIL ,L ,GRADE BEAM DETAIL , CRAWL SPACE SLAB 77 F. I PILE CAP DETAIL r SEAL --- --- --- CONSULTANT DESIGNt � - -- — PROJECT NAME DRAWING TITLE SHEET: DATE; REVISION BY-1 ;Under NYS Education Law,Sec.7209„ �F N DIETRIGH NCCIItiI RING P G -- DRAWN: 1unbssactinllegal rthe direction , �. Ry ' ' LOUISE A. AGNES ARCHITECT P. C. NA�) I L E RE 5 1 ENCS SECTIONS and DETAILS - of I unless acting under the direction of a; — — - '------ �;� ;LICENSED Professional Engineer,to I �C? 344 LENOX ROAD MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTURE `t:CALE: oiwwlNG"°'; $Z-i�-I� R�VISiD Fc1�.TlMt� >Rlil.�5 KNE * C> alter any item of s so material h any r- I LU H UNTINGTON S'TA'TION N.Y. 'i 'I 746 14105 �� '�� ( � �� ,way.If any item is so altered,the ;ti ,� 16 2 Laurel AvenueSCALA: :Professional Engineer who joalters, i n r OFFi� . �� M� �.yM��Oj U � or who directs another to so alter, i ` NORTHPORT, NEW YORK 11768 shall affix to the altered Items,their 1 C? 60UTHOLD , DATE:seal,and the notation:'altered by", A 47067 1 � FAX: 631-470-099 (631) 754—2950 --_-- -- __ - -- followedbytheirsignature,thedate R�FESSIO�A PROJECTNo.: of the alteration,and a specific WE,BSI i E:w �1[.DiEpca. .com _ Fax: (631 ) 261 --9485 1.6®35 description of the alteration. - —STRUCTURAL. 1.0 TIMBER PILES 2.0 CONCRETE 1.01 General A. Piles shall be friction load-bearing piles,as indicated on the drawings. 2.01 General B. Timber piles shall be peeled and treated,and driven into the soil until the required load capacity A. The design,materials,and method of construction shall comply with the requirements of the � is reached. American Concrete Institute(ACI). 1.02 Reference Standards 2.02 Materials � A. American Society for Testing and Materials {ASTM} 1. ASTM D25 Specification for Round Timber Piles A. Concrete materials shall conform to the following standards: 2. ASTM D1143 Method of Testing Piles Under Static Axial Compressive Load 1. Portland Cement as per ASTM CX150-67. 3. ASTM D3689 Method of Testing Individual Piles Under Static Axial Tension Load 2. Air entraining for Portland Cement as per ASTM C175-67. 3. Concrete aggregates as perASTM C33-67. B. American Wood Preservers Association(AWPA) 4. Water shall be clean and free from injurious amounts of oils,acids,alkalis,salt,organic materials,and deleterious substances.Water shall be potable. 1. AWPA C3 Piles-Preservative Treatment by Pressure Processes B. Concrete shall have a minimum strength of 3,500 psi,at ZS days.A minimum of 6 hags of � 2. AWPA C18 Standard for Pressure Treated Material in Marine Construction 3. AWPA M4 Standard for the Care of Preservative Treated Wood Products Portland Cement shalt be used for each cubic yard of concrete batched for the project. C. The maximum permissible water:cement ratio shall be 0.48:1. D. Slump shall not exceed 5-inches,plus/minus 1-inch. 1.03 Submittals E. Three(3)test cylinders shall be molded for each concrete pour.Samples shall be taken directly from the mixer,as per ASTM C172-7.954,and cured perASTM C39-1966.Tests shall be A. Pile Driving Sequential Layout: 1. Submit layout drawings showing the proposed sequence of driving the piles. performed by a licensed testing laboratory,with reports to be filed with the Engineer-of-Record. 2. On the sequential layout,show each pile identification as indicated on the Contract Drawings,its sequence number,type,size, load bearing capacity,and pile tip elevation 3.0 REINFORCING STEEL planned. 3.01 General B. Pile Driving Record: A. Reinforcing steel bars shall be deformed bars,conforming to ASTM Grade A615,grade 40,with a 1. Maintain a pile driving record during the pile driving and submit it to the Project Engineer base design stress of 20,000 psi. upon completion of the pille driving.On the record, indicate,for each pile,the information B. Reinforcing bars shall be securely held in proper position while placing concrete.if require, included in A.2,above,and include the following: additional bars shall be provided by the contractor,to furnish the needed support. a. Type and rating of driving equipment. C. Minimum concrete protection for reinforcing bars shall be as follows: b. Overall blow count per foot. 1. Concrete cast against soil 3" c. Number of blows per inch of penetration for the last 12-inches. 2. Backfilled concrete 2" d. Any unusual conditions encountered during the installation. 3. Concrete above grade 1.5" C. Equipment Review 1. Submit a complete list of equipment to be used for the installation and driving of the piles, including characteristics of each piece of equipment used for the pile driving. 2. The Project Engineer will review the proposed driving equipment,accessories,and methods for adequacy for the conditions expected to be encountered. However,the adequacy of the equipment shall remain the responsibility of the Contractor.Should the equipment prove inadequate to drive the scheduled types of piles in the locations indicated,or should the piles be damaged during installation,or should the Progress Schedule not be maintained, the Contractor shall replace,or use different types of equipment. D. Preservative Treatment 1. SPbmit data on round timber pile treatment data,including certification by treating plant, stating type of,prdsei`vathtd s6lutib6and treatment<proce�s,ol ed,-net,amount of preservative retained,and compliance with applicable standards. 1.04 Timber Piles A. Round Timber Piles:shall be Southern Pine or Douglas Fir,and shall conform to ASTM D25, unused, clean peeled,uniformly tapered,one piece from butt to tip. B. Foundation Piles shall be pressure treated in accordance with AWPA C3,CCA,to a minimum retention of 1.5 pcf. C. Field treatment of cut ends and holes shall be in accordance with AWPA M4. 1.05 Driven Pile Capacity A. The ultimate pile capacity will be determined by the Design Engineer. Drive the piles with approved driving equipment to the ordered length,or lengths as required,to obtain the required ultimate pile capacity.Jetting, pre-drilling,or other methods to facilitate pile penetration shall not be used unless specifically permitted by the Design Engineer. B. Penetration per blow may be measured either during initial driving or during re-driving following a set period of time,as determined by the Design Engineer. C. Practical refusal will be determined by the Design Engineer,and will be a condition where the blow count exceeds either two times the number of blows required in 1 foot, or three times the number of blows required in 3 inches to achieve the required bearing value,not to ' exceed 5 blows per inch. Piles reaching practical refusal shall not be driven further. 1.06 Pile Driving A. Maintain hammer coaxial with the pile during the driving operation. B. Re-drive any pile which is raised during driving of adjacent piles,to the original tip elevation. C. Deviation from plumb and angle of batter:% inch per foot of pile length, but not more than 6 inches overall. D. Deviation from location:6 inches. E. Treat cut-offs per AWPA M4. I I I DATE: REVISION $y i r SEAL - - - - - CONSULTANT PROJECT NAME - - - --- u _ DRAWING DESIGN:' K�b SHEET. Iub.2,ItIs SEducatforanwp5ec.72o9, EW rson, (j ,� TR �1 1�NCiN1`h RING, P.C. ___._.-_-.,_-- - - - - - I -DESIGN: Sub. LO ISE A. AGNES ARCHITECT P. C . ! - - - ISPECfFfCAT'�4NS anon NOTES " , � wN- 0 5 or - unless-•t,'b'�OI(P t�`�rr-D �-iaR' i�fE l�ri!1 Z✓ K unless acting under the direction ofa j �lG� Df * � �� ®AD ;alteran Item ProfessionalEngineer, an L MEMBER OF THE AMERICAN INSTITUTE OF ARCHITECTURE NAD ILE RE& IDENGE CHECKED: aiter anyltem of this material in any y v +� z HUNTINGTON STATION,I N.Y. 1 1746 � J� J( �,/ t � I _ nRAAw1Nc nto.: ' Pr -if any item is a altered the M M 162 Laurel re I Avenue i _/�\ I /\ T �� I f I RE). SCALE• Professional Engineer who�o alters, i � ti .� �j �+� r--t ��i I 1f !ll�� N o1J� erwho directs another tosoalter, � vZ OF"1F'ICI�. 63'� X27 SS40 NORTHPORT, NEW YORK 1176 15OUTHOLD , � ; ., shall affix to the altered Items,their r DATE: seal,and the notation:'altered by", �,� 070ro �Q [r"AX: 631-470-0994 r� NY. of theafolloweteration,angnature,the daspecific date i PROF65 `O (631) 7542950 I -- - I 5 WEBSI`�'°`, a 1d41'S W,DF.PCL�I.COM PRO!l:C1 No.: descrtption of the alteration, Fax: (631 ) 261 -9485 _ --- -- I STRU CTU RAL_^ _ __ '416035 li __ ___ _ __ _ _ __ __ _ _ _. _ _ ____ _____ __________ _ _ - _ _ r . . :1 - -f . SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR LIST OF ABBREVIATIONS oc 53. All lumber shall be Douglas Fir Larch #2. Design values shall be that as published in i o< Z CONSTRUCTION OF THE NADILE RESIDENCE AFF-------ABOVE FIN FLOOR MAS-------MASONRY o= American Forest and Paper Association Wood Frame Construction Manual. (WFCM) 2001 Edition ALUM------ALUMINUM MATL------MATERIAL for 1 and 2 story dwellings. (as per 8301.2.1.1 Section 1 ) APPD------APPROVED MAX-------MAXIMUM `�?� O' ¢Q 1. Contractor shall check & verify all conditions at the site prior to starting of work and he 54. All lumber shall be fastened as per the Wood Frame Construction Manul 2001 Edition APPROX----APPROXIMATE MECH------MECHANICAL ��' 4 z 0- . shall familiarize himself with the intent of these plans and make work agree with the same. BD--------BOARD MFG-------MANFACTURER �,O �v �0 9Q !,c' ``' 3 2. Contractor or owner shall obtain a Building Permit from the local town prior to starting any fastening table 3.1 (as per 8602.3.1 BBD-------BUREAU/BLDG DESIGN MIN-------MINIMUM PCZ`0 Fgo,stir, � Gi 0 ¢ Q ZNp work. If contractor or owner does not receive a permit prior to start of construction the ,:u 55. Design Loads: BLK-------BLOCK MISC------MISCELLANEOUS S��P O F ti Architect holds no responsibility in correct code compliance nor dissimilar interpretation of Location L.L.. D.L.. Deflection ' BR--------BRICK MO-----MASONRY OPENING P�, G.�, y% � �9 Al, W o �, ¢o w list Floor 40 psf 15 psf 1 360 BSNT------BASEMENT MTL-------METAL t�P � X6'4 ��,� - 12 S2 � of ��L- 1 I codes by the town plans examiners. 2nd Floor 30 sf 15 sf 1/360 CEM-------CEMENT (N)--------NEW 1� �, CEILING CONSTRUCTION - CD .<<D I . 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, inspection P P 1 240 � CER.T.-----CERAMIC TILE NIC-----NOT IN CONTRACT approvals, etc. for work performed from agencies having jurisdiction thereof. Attic- Limited Storage 20 psf 10 psf / CL--------CLOSET NO I Under 3/12 Attic-Non Storage 10 psf 5 psf 1/240 (must be under 3"/12" slope) CLG-------CEILING N.T.S.------NOT TO SCALE 240 # ASPHALT ROOF SHINGLES 'Z_ I 4. All work shall conform to the 2010 Residentual Code Of New York State, SIMPSON STRAP TIE LSTA15 C)fW Z Building Code, State Ener Conservation Code and all rules and regulations of �)T I Roof < 3/12 * 30 psf 7 psf 1/240 COL-------COLUMN OF 1/2 CDX PLYWOOD WITH 15L6. FELT PAPER OVER � 9 9Y g Roof > 3/12 30 psf 7 psf 1/Iso ,i CONC------CONCRETE OD-----OUTSIDE DIAMETER PLACED OVER RAFTER TO RAFTER Z N ' CONC BL----CONCRETE BLOCK OPNG------OPENING " " ' RAFTERS SEE PLANS Town of Southold. Cathedral Ceiling 30 psf 15 psf 1/240 (NOT REQUIRED IF 2X4 C.B S ( ) 5. If in the course of construction a condition exists which disagrees with that as indicated on * NOTE: Reduction of live loads on certain roof Itches See ASCE 7 CONSTR----CONSTRUCTION PLF-POUNDS PER LINEAR F00 O P' ( ) DEMO------DEMOLITION PLMB------PLUMBING @16"O.0 RAFTER TO RAFTER IS �- R-30 INSULATION ON FLAT CEILING these plans, or if there are any inconsistencies on the plans, the contractor shall stop work 56. Design timber stress to be size adjusted lumber 875 psi - Douglas Fir construction grade 2 or DEPT------DEPARTMENT PLYWD-----PLYWOOD R-30 INSULATION ON SLOPED CEILING Q W� and notify the architect. Should he fail to follow this procedure and continue with the work, better, modulus of elasticity of 1,600,000 psi Douglas Fir No. 2 and Southern Pine- No. 2 dense DET-------DETAIL PERFAB----PREFABRICATED USE @UPPER 1/3 OF PLATE TO _ w =W hI e shall assume all responsibility and liability arising therefrom. � shall be considered acceptable species and commercial grade. Lumber shall be graded by a DIA-------DIAMETER..OR 0 PREFIN----PREFINISHED o o= 6. Architect has made various assumptions that only can be verified in the field after partial DN--------DOWN PRELIM----PRELIMINARY UNDERSIDE OF RIDGE MIN. 1 SPACE FOR VENTING OF INSULATION CD o P Y P recognized grading and inspecting bureau in strict accordance with industry standards and by ) 1 demo has taken lace. If assumption is correct continue With work. If assumption is incorrect f DR--------DOOR PROV'D------PROVIDED p p it's use as Indicated in the drawings. Grade markings shall be clearly printed on structural members 1 DWG-------DRAWING R---------RISER (USE 12-lOd NAILS) 5 CEILING JOISTS (SEE PLANS) _¢ I stop work and notify Architect immediately. In most cases assumptions can be verified prior to f; and where possible shall be left visible. ; (E)-------EXISTING REF.-----REFRIGERATOR I start of work with test holes, If this can be done -It is expected to be done prior to start of work. 57. Double Joists under all partitions parallel to same and around all openings EA--------EACH REINF-----REINFORCING 1/2" GYPSUM BOARD I 7. The Architect/Designer assumes no responsibility for construction conforming to these plans; " n EL--------ELEVATION RENOV-----RENOVATION `� means of construction, methods, technl techniques, se uences of procedures, or for safet recautions 58. MicroLam LVL's and I Joist's are to be installed in strict accordance with manufactures specification s.Microlam LVL s and t ELEC------ELECTRIC RET-------RETURN W q q P Y P "I " joist's to be by Trus Joist, a Weyerhaeuser Business. No substitution is allowed without written consent of Architect ENOL------ENCLOSED REV-------REVISE U � and programs in connection with the work, or has he/she been hired for supervision unless specified. P RM--------ROOM prior to construction. EQ--------EQUAL FACIA BOARD AS SELECTED BY OWNER Z � W� 8. Contractor shall be sole) responsible for the correctness of dimensions or quantities and for the ' SCHED-----SCHEDULE �5 _ oQ I Y P q " " EQUIP-----EQUIPMENT 59. Builder is to procure a lacement Ian from I Joist manufacturer. Trus Joist A Weyerhaeuser Business SIMPSON HURRICANE TIE H2A U) �_ fitting to other work; for work to be confirmed and correlated to the site; for information P P P ( � Y ) ,�. sEc-------sECTION SEAMLESS GUTTER I : EWC-------ELEC WATER COOLER N pertaining to the fabrication procedure or to the means, methods, techniques, sequences and 60. For 1.9E Microlam LVL: ' " EXH-------EXHAUST SH--------SHOWER PLACED AT EACH RAFTER I w I rocedures of constructions; and for the coordination of Work with all trades. The verification a) A minimum of 3 of bearing at ends, I FIN-------FINISHED SPEC------SPECIFICATION (USE 5-8d @EACH END) . SOFFIT o 0 I P n n n STL-------STEEL 4 n I of the physical interrelationships of elements of the work from plans and specifications and b 16 , 18 and 20 deep beams are to be used in multiple units only. FIXT------FIXTURE STD-------STANDARD 2 CONTINUOUS SOFFIT VENT v `�- in the field is the contractors sole responsibility. Architect's review of the contractors c� Nailing pattern for assembly of multiple „nits is to be a FT--------FOOT �-.= W Cn o p ( ) " " ( ) GA--------GAUGE STOR------STORAGE DETAIL N Q CD CD 0- '�' submissions does not relieve contractor from these responsibilities minimum of 2 rows of 12d nails at 12 o.c., 3 rows of 12d nails GALV------GALVANIZED SURF------SURFACE , '< ¢ of o SUSP------SUSPENDED .- 9. Architects site plan is only schematic. All information is as indicated on owners survey and shall 11 at 12 o.c. for 14 , 16 , 18 and 20 beams. f GEN-------GENERAL o � o d Assume Fb = '2,600 sI SYS-------SYSTEM prevail. ) psi, E - 1 900 000 psi. GL NO SCALE O o �, t P n TFW--TOP OF FOUND. WALL GLZD------GLAZING =W z 10. Do not scale drawings. Written dimensions supersede scaled dimensions. 61. For I joists. GR-------- --GRADE TEMP------TEMPORARY "_ W � Li 11. Architect has not been retained for on site inspections and/or observation of the construction. a A minimum of 2" of bearing at ends, GYP --GYPSUM TO OPENING 12. The standard form, A.I.A. Documents No. A-201, of the Aimerican Institute of Architects latest TR--------TREAD 1 r m Z m ¢ N b� Lateral support is required at bearing points. HOL. MET----HOLLOW METAL UNFIN-----UNFINISHED �� 0';, � Q N ' edition Articles 1 through 14 inclusive, is herebymade a part of this specification and the terms H.P.------HIGH POINT UTIL------UTILITY O� \ 4q, l v -- i binding agreement if a, " ' ID--------INSIDE DIAMETER VERT------VERTICAL ' �' 0 l „/ , w copy of th this document isnavailableat theoffs eof the ar hitect for examen tionen out in full. A . 62. All headers to be (2) 2 X12" unless otherwise noted. INCL------INCLUDE � �� INSUL------INSULATE VOL-------VOLUME Q fico F9c`S'y� ¢ o P 13. Owner warrants that contracts to perform the work contemplated b these Ions will not 63. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood v.I.F.----VERIFY IN FEILD �� P F �' 9 < P P by P LAM-------LAMINATE 5 7F % ¢ _ = deviate in any material respect from the general notes herein and tyle pertinent drawings and Association Standards: " LAV-------LAVATORY V.W.O.--VERIFY WITH OWNER P�, G�` y% �'y 9,� �C / _ zo WD--------WOOD P ; G3 I ! specifications. � a Flooring - 3/4 thick - interior (b-d) LF-------=LINEAR FEET �� c, ��' 12 U z o " m I i Roof and sidewall sheeting - 1/2 Inch exterior (c-d) --------LOW POINT ; 64. On all cathedral ceilings and around all skylights, notch holes as allowed by New York State CEILING CONSTRUCTION " (D `� UBMI 9 KEY TO SYMBOLS 52 UJ =) Cn i : 14. General: Submit samples, shop drawings, product data, test reports and data, manufacturers1. Code for proper thru venting of batt insulation to allow for clear venting from soffit vents name, certifications, and procedures for all specified items and as requested by Architect. Shop through to the roof venting system used. NEW WALL SIMPSON STRAP TIE LSTA15 240 # ASPHALT ROOF SHINGLES � = N Z CD i drawings shall conform to the best standards of the construction industry and shall be prepared 65. Provide fire stopping in floors, walls and other framed compositions as requied by the 2010 Residential Code of New York State j PLACED OVER RAFTER TO RAFTER N I b and under supervision of competent engineering personnel. y P P and any local codes havinig jurisdiction. (NOT REQUIRED IF 2"X4" C.B'S 1/2 CDX PLYWOOD WITH 15LB. FELT PAPER OVER Y P P 9 9P 15. Stress graded lumber and timber: - BEARING WALL RAFTERS (SEE PLANS) a) submit name of supplier and certificate of inspection stating grades of lumber used WINDOWS & DOORS @16 O.0 RAFTER TO RAFTER IS � c' u in fabrication 66. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically USE @ UPPER 1/3 OF PLATE TO R-30 INSULATION - r�„ b) Submit name of manufacturer of metal structural timber connectors with printed weatherstripped, including an aluminum saddle. (-F) - MAY VARYQVLEL ' W 67. Where existing walls are to be removed or new openings are called for in existing walls, prior to removal of existing UNDERSIDE OF RIDGE �� MIN. 1" SPACE FOR VENTING OF INSULATION � � M product catalog. 99 P 9 _ Cif 16. Structural Steel: g walls, ceiling beams, roof rafters, ect., contractor shall brace existing until new header as specified is installed. SD SMOKE DETECTOR (USE 12-1Od NAILS) CEILING JOISTS (SEE PLANS) _0f o a) Submit shop drawings for structural steel members shown in the drawings. 68. All new windows and sliding glass doors shall be as manufactured by Andersen or equal and shall 0-CDo J Z W I be provided with double glazed insulating glass and fiberglass screening. 1 C O CABON MONOXIDE DETECTOR SENSOR 1/2" GYPSUM BOARD W u �, EMO I 0 "' 69. Anderson windows have a 15% return charge on standard windows (in stock) and will not accept t ❑ ¢ � 17. All items removed in the construction shall remain the owners property with the exception of debris returns on special orders. Contractors/owners to verify that window sizes shown on their plans \ - U_ which shall be carted off the site and legally disposed of. are correct prior to ordering windows. Return charges / no returns allowed are the F FAN/LIGHT 35 C.F.M. �o 18. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and responsibility of the contractor. FACIA BOARD AS SELECTED BY OWNER I ' shrubs) 70. All fixed glass shall be double glazed insulating glass panels. Exact sizes to be field - BEAM SIMPSON HURRICANE TIE H2A SEAMLESS GUTTER �,a o �-s determined upon completion of framing. r- -� PLACED AT EACH RAFTER SOFFIT �E o I 71. All entrance doors to have storm door or certified U value of .40 or less. LANDSCAPING n o STL PIPE OVER P.C. FOOTING (USE 5-8d BEACH END) z �o 19. Driveway and base paving shall be as per town regulations. 72. All interior doors to be 1-3/8 hollow core Juan veneered with appropriate hardware. (Owner is 1 2 CONTINUOUS SOFFIT VENT � W W o 20. Contractor shall strip to soil from front yard, side yards, and to 30' from rear of residence and to select all doors and all hardware) P P y Y 73. Window manufacturer as noted. Provide at least one egress window (24" clear height oQening and l r� ALIGN FIRESTOPPING AS PER CODE MN F ! upon completion of construction, final grade and seed this area for a lawn. 20" clear width opening min. 5.7 sq. ft. (or 5 sq. ft. on grade level with sill within 44 to grade. SECOND FLOOR 21. Grading around new construction shall slope away from house and blend into existing. 74. Glass in sidelites, showers, 'slide„ lass doors (or equal) and in interior exterior partitions 18" or less above V'iIALL CONSTRUCTION _ �,; 99 ( q ) / P - 22. Construction shall (unless directed otherwise by owner) include in his work, removal of existing the floor and as per Section R308.4 (Hazardous Locations) shall be tempered safety glass with marking RIDGE �,_ E V� , shrubs and trees within the area of the new addition and trans lantin of same to a location `I z o 1/2" GYPSUM BOARD � N transplanting labels as per Section 308.1 f '�"a"� selected by owner. ?' P FINISHES P.C. PIER (DIAMETER SHOWN ON PLANS) 2"X6"WOOD STUD 16"O.C. 1' 23. Contractor shall stipulate an allowance for landscaping. ; FLOOR JOISTS (SEE PLANS) _ EST ' ; SECTION NUMBER FOUNDATION AND FO©TING � 75. All finishes shall be selected by owner. R-19 INSULATION ��`��S 76. All drywall shall be U.S.G. National Gypsum Co. 1/2" thick, taped and spackled 3 coats. SECTION 3/4" T & G PLYWOOD SUB-FLOOR 1/2" CDX PLYWOOD 1I__ P�� '� { 24. All footings to bear ofl u�ldisturbed/virgin soil with a min. iallowa le soil pressure of 3000 lbs./SF and shall 77. All Wa II board shall be rimed and anted where ex osed usin best unlit factor mixed aints SHEET NUMBER FINISH AS PER OWNER , N f 7 have a minimum of 3-0 of cover. Sall Is assumed to be sand gravel, with a minimum trace of dry clay. P P P 9 q Y Y P TYVEK VAPOR BARRIER LLI ,: � min. 1 coat primer & 2 coats finish or more as required. N 25. Soil tests are required as per Section R 401.4. ,, # 1/2" FOAM BOARD( IF APPLICABLE) {- 0> ',.�. � � 78. Owner shall select all colors: (re: appliances, paint, tile, carpeting, exterior staining, counter s OWNERSHIP AND usE of � !1° �c 11 1 26. Top of footings shall be kept below frost lines. Contractor shall verify minimum depths required with tops, vanities and kitchen cabinets.) i DOCUMENTATION: SIDING u d O \ local Building officials. I fY Lfl1 S - 1 79. Contractor shall stipulate an allowance for interior and exterior lighting fixtures, kitchen cabinets, DRAWINGS AND SPECIFICATIONS, 27. All footings to have (2) #5 rebars. cabinets, countertops and vanities. I AS INSTRUMENTS OF Q cf)L 1 28. Stepped footings where required, shall have a vertical to horizontal ratio of 1:2 and shall not exceed P I PROFESSIONAL SERVICE, ARE AND FIRESTOPPING AS PER CODE . , I a slope of 30 degrees. Actual location of stepped footings to be located in fe�dand are 80. Carpeting shall be furnished and installed at owners expense. ( SHALL REMAIN THE PROPOERTY SIMPSON LSTA30 STRAP W < I conceptual in nature on foundation plan. 81. All exterior siding shall be selected by owner. Cedar shall be coated with preservatives to ;f OF THE ARCHITECT. THESE N DOCUMENTS ARE NOT TO BE PLACED @ MAX. 16 O.C. FROM STUDS PLYWOOD SHUTTERS REQUIRED 29. The foundation as shown on the construction documents is predicated upon a site with little or no slope retain its natural color. USED IN WHOLE OR IN PART, FOR TO STUDS 30. All concrete to be 3,000 psi stone concrete @28 da 82. Kitchen flooring shall be linoleum with a 4" high complimenting vin base. Verify with owner ;1 ANY OTHER PROJECTS OR ON ALL NEW WINDOW SEE >2 I' P 9 9 P 9 YI ( Y ) CAN BE INSTALLED OVER SHEATHING) m J 31. Provide 15# felt membrane dampproofing over trowelled on mastic on all poured concrete foundation 83, Bathroom floorin shall be mosaic tile on mortar bed with lazed tile base, Walls around tub and PURPOSE. TO MODIFY OR COPY 1 walls from rade to footing. � g '� g THESE DRAWINGS AND SPECIFICATIONS USE 5-10d NAILS AT EACH STUD) ol� 24I9-RC-SIDENTIAL CODE R301.2.1.2 I 9 9 I showers shall receive glazed tile to 6'-O" above finished floor and shall be set with mastic. All WITHOUT EXPRESS WRITTEN PERMISSION EXCEPTION 32. All concrete block walls shall be filled with mortar and have duro-wall reinforcing every other course tile shall be American Olean or equal. OF LOUISE A. AGNES ARCHITECT IS n, (n q PROHIBITED BY FEDERAL LAW ANS STRICT Z �i and shall be roofed edge of footing to underside of sill, and then applying asphalt parging an 84. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, toilet paper holder, EXIST FOR SUCH VIOLATIONS. O N top from edge of footing to grade. Apply a top coat of cement purging from top of grade to sill for towel rack, shower rack, shower curtain rods and clothes hooks as selected by owner. f FIRST FLOOR o j finish. 85. All lumbi„ fixtures shall be American Standard or equal with Moen faucets for sinks and FLOOR CONSTRUCTION z - 33. Basement/Crawl space construction: If at any time during) excavation, the soil appears to be P q i 4 lavatories (verify with owner). I O W : I conductive to water problems, the contractor is to order a soil boring test prior to further y ) 3/4 T & G PLYWOOD SUB-FLOOR v0-1 , excavation to determine the water level and presence of an underground spring. 86. All appliances shall be furnished by the contractor and shall be G.E. or approved equal. FINISH AS PER OWNER w '; 34. Upon backfilling foundation, chemically treat soil for termite protection in addition to providing 87. Provide access to attic area by means of a 24 x18 removable panel in closet ceiling or pull 3 0 a- i termite shields or ACQ sills. ' .i down stairs (verify with owner). FLOOR JOISTS (SEE PLANS) J i 35. Provide 6 mill polyethylene vapor barrier under concrete slab. (omit at garage). .ti ROOFlNG h GUTTERS J f, SIMPSON LSTA12 STRAP Q z I , note: (vapor barrier can be eliminated where approved by the building official, based on j 88. All metal flashing where called for on plans shall be aluminum. " �LiJ local site conditions. code R506.2.3 exce tion 3 9 P PLACED @MIN. 16 O.C. FROM STUDS R-30 INSULATION w i,! 89. Roofing shall be 240#/square asphalt shingles over 15# felt. f TO RIB$01� (AND AT EVERY- W ' 1 36. If other conditions are encountered or special site conditions prevail the contractor is responsible 90, Install leaders, utters, and dr ells as required for proper runoff collection and distribution ' 11, or having the foundation redesigned and shall notify the architect itect/de g q P P STUD MIN. 4-0 FROM CORNERS 0- f h g r g y / 9 and as required to meet state and local codes. AND AT WINDOW AND EXTERIOR 37. All wood on concrete shall be A.C.Q. treated. llj 38. Provide 2x6 A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be PLUMBING HVAC RESIDENTIAL CODE OF NEW YORK: DOOR JACK STUDS `��- "' ; o i. 5/8 dia.X 12 long and 12 from corners. Provide 2 bolts per sill piece minimum. f 8301.2.1.2 ., (USE 5-10d PER STUD) (2) 2 X 6 SILLS WOLMONIZED ACQ I.11� 39. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% density. 91. All lumbi„ shall be in strict conformance with the 2010 Residential Code of New York State. EXCEPTION: WOOD STRUCTURAL PANELS WITH MINIMUM THICKNESS OF 7/16" SILL SEALER �i 40. Concrete shall not be poured and masonry shall not be laid when the temperature is 40 degrees .? plumbing • (11.1 mm) AND MAXIMUM SPAN OF 8:FEET (2438 mm) SHALL BE PERMITTED FOR 92. Install new all fired hot water system to provide a separate zone w or less. Concrete shall not be poured on frozen surfaces. ;;} OPENING PROTECTION IN ONE-AND-TWO STORY BUILDINGS. PANELS SHALL SIMPSON LTP4 COPPER TERMITE SHIELD WITH PAPER W $ with thermostat and controls for the new addition. All piping shall be insulated and run BE PRECUT'TO COVER THE GLAZED OPENINGS WITH ATTACHMENT HARDWARE " N z 41. All structural steel to be A-36 fs 36,000 psi All shapes & plates shall conform to ASTM A36. ; concealed in the floors, walls, and/or ceiling. Radiant baseboard elements shall be of PROVIDED. ATTACHMENTS SHALL BE PROVIDED IN ACCORDANCE WITH PLACED @MAX. 16 O.C. FROM RIBBON COATING SIDE UP TO SILL PLATES :ii 42. Design Values: sufficient length in each room for maintaining a 68 degree Fahrenheit interior .temperature TABLE R301.2.1 OR SHALL BE DESIGNED TO RESIST THE COMPONENTS (USE 12-8d PER TIE Z FOUNDATION BY : DIETRICH ENGINEERING P.E. AND CLADDING LOADS DETERMINED IN„ACCORDANCE WITH THE PROVISIONS 00 344 LENOX ROAD a) A.S.T.M. A-36 steel/Fy= 36 ksi ,,,,I at 0 degree exterior temperature with a 15 mph wind velocity at 36 above finished floor, - - - HUNTINGTON STATION,NY. 11746 " OF THE BUILDING CODE OF NEW YORK STATE. nn,, b Bending stress = Fb= .66Fy = 24 ksi 24 away from exterior walls. 5/8 DIA. X 12 LONG ANCHOR BOLTS @45 O.C., SEE SHEETS S-1 THROUGH S-5 FOR W- �', for compact sections (W & S shapes) 98. Sanitary disposal system shall be County Health Department approved for design and installation. TABLE R301.2.1.2� / =1 I HELICLE PILE AND GRADE BEAM c) Bending stress = Fb = .6OFy = 22 ksi � System to be 1000 gal / min. septic tank and 300 sf wall area leaching pool (up to 4 bedrooms) and WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE 39 O.C. AT 8 -0 END ZONES AND MAX. 12 = I = LIJ W I for non-compact sections. 1500 gal / min. septic onsd 400 st. wall area leaching pool for 5 and 6 bedrooms. Or as required by FROM CORNERS EMBEDDED MIN. 7 INTO CONC.� = I I- �-- LINE OF GRADE id U d Sheer stress (Fv) = .4OFy = 14.5 ksi County Health Department: FOR WOOD STRUCTURAL PANELS a,b,c,d, =) � U� e� Modulus elasticity = 29,000 ksi � � FASTENER SCHEDULE I I-I ' EARTH BACKFILLED SLOPE AWAY J °-W 43. Steel lintel schedule: 94. 50 cfm intermitent bathroom ventilation, or 25 cfm continuous. CRAWLSPACE ( I-- 00 - (1 n n " 95. 10 ft. candles of li ht at all landin s, treads interior and exterior stairs. FASTENER TYPE PANEL SPAN 4 FOOT 6 FOOT FROM BUILDING FOUNDATION) W v= CD I UP to 3'-6": 3.5 x3.5 x5/16 9, 9 <PANEL SPAN <PANEL SPAN _ r 3 6" to 8'-0": 5"x3.5"x3 8" 96. Install as per owners direction any and all intercom, telephone and/or N antenna wiring in walls S 4 FOOT S 6 FOOT 5 8 FOOT W< - Ln I over 8'-0": 6"x3.5"x1 2"/ prior to sheetrocking. All temperature control wiring shall also run concealed in walls, floors 2 1 2 #s J I-I , 11_- < a) ao / and/or ceilings. WOOD SREWS 16" 12 9" i I =I ( (- V =i-'- C Qf LO v' 44. Wood shimming is strictly prohibited. Use steel and/or non shrink grout only. / 9 LU Ca ` ' v o 45. All reinforcing rods shall be deformed of intermediate grade new fillet steel conforming to A.S.T.M. ° 97. Electrical work to be Board of Fire Underwriter approved. 2 1 2 #s III=III=III- < N specification A-615 grade 60. 1E 98. Furnish and install a single station smoke detecting alarm device. Location on plans are schematic only. 1 WOOD SREWS 16" 16" 12" I I= I = I- >- � W_z Q �, W `� j 46. Columns are to conform to A.S.T.M. A-501 or ASTM A500, grade B. Actual placement of smoke and carbon monoxide detectors shall be as per code. Device shall conform to � _=III=III-I - 1 z 00~J z Section R313 of the 2010 Residential Codes Of The State Of New York. ;t F- 47. All bolts are to conform to A.S.T.M. A-325. " " a. THIS TABLE IS BASED ON 110 MPH WIND'SPEEDS AND A 33-FOOT MEAN ROOF HEIGHT. cn W z �=�(0 w 48. All wood/steel flitch plates shall be through bolted with 5/'8 O galvanized steel bolts @ 16 o.c. 99. Carbon Monoxide detector sensor shall be provided on each floor �=I I I=I I I=I __ c., ® c�- o' ,Y,v b. FASTENERS SHALL BE INSTALLED AT OPPOSING ENDS OF THE WOOD STRUCTURAL PANEL. T Q w N o co U staggered. Such flitch plates shall be supported on solid posts with 3/8 thick steel bearing plate: including cellar and shall be hard wired. I =I I I=I I I=I I I= n = ___l =- � fastened to the top of the post. See construction documents for the size of the post. Insure that 100. Smoke detecting alarm devices shall be provided outside each separate sleeping area, in each c. NAILS SHALL BE 10d OR 12d BOX NAILS. _ __ z 05 � _`J o PP carrying p n parts. P" p g p P " d. WHERE SCREWS ARE ATTACHED TO MASOiNARY STUCCO, THEY SHALL BE I III III-I I -III-III-III- Q Q j applied loads are transformed to all load carr n component arts. All steel plates shall be the , sleeping space and on each floor level as per the 2010 Residential Code of New York State. / i - (� �- N ATTACHED UTILIZING VIBRATION-RESISTANT ANCHORS HAVING MINIMUM ULTIMATE I-I I I=III- I-I I I=II-I I 9-h � W o o w same depth as that of adjacent wood members less 1/4 (1/8 at top; 1/8 at bottom). 101. All electrical work to conform to the National Electrical Code and any applicable local codes, 1 WITHDRAWL CAPACITY OF 490 POUNDS. 11= 1 1 1=1 I L-I I I- 49. Connection Materials (bolts, nuts, washers nails, screws and the like) shall conform to ASTM A307. and shall be approved by the "National Board of Fire Underwriters". III-I I <1 ^ o m Nails shall be hot-dipped galvanized in accordance with ASTM A153. 102. Electrical and H.V.A.C. systems shall by designed by others, unless otherwise noted. -I I I- � - � .Q 50. Manufactured Metal Structural Timber Connectors shall be as manufactured by Teco,Chevy Chase, Maryland 103. Contractor is to verify prior to contract signing all electrical fixtures, outlets, and switch location I -III I I-III W w DETA I I RADE BEAM !11 Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized , as well as t e and manufacturers. SHUTTERS FOR 120 MPH. WINDS REQUIRED a n joist hangers and connectors as shown in the drawings. Minimum thickness of steel shall be 14 gauge. 104. Service shall be 200 amp service with pushmatic type panelboards or as specified by owner. $ J n p 51. Structural Steel: 110. NOTE TO SUBCONTRACTORS: Do not notch or cut holes into oistsgreater than that allowed y OWNERS RESPONSIBILITIES' AND DECISION TYPICAL WALL ECTION RAWING NO. PRO�ECTNO, 1 In a e- en ua o es Of The State Of New York Stale R 502.8 f ---HELICLE PILES 1541 � a All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders 4 NO SCALE �I ; - � .,, NOTE: IF PLYWOOD SHUTTERS ARE NOT INSTALLED PRIOR TO (SEE SHEETS S-1 THROUGH S-S) b Unless otherwise noted, all steel will be cleaned to meet the requirements of SSPC-SP3 by the Steel a) Notching: Maximum 1/6 depth within 1/3 of span (not allowed within middle third of span.) „ Structures Painting Council and shall be painted with shop primer 2.0 to 4.0 dry film thickness. b) Bored Holes: Maximum 1/3rd of actual floor joist depth and no less than 2" from top or bottom of joist. Also, in n0 case � HURRICANE, HOME INSURANCE MAY BE VOIDED, THEREFORE IT IS THE SAS NOTED a i'.' c). Structural steel supporting woodnframing shall be fastened to the wood framing with 1/4 ,clip angles are notches to be placed in both edges if the near sides of such notches are closer than 12 i ►' �� A 1 NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN STRICT ACCORDANCE TO /1�/2�1(o U `;I . at intervals not to exceed 4'-0 . horizontally, nor are the near sides of notches and bored holes to be placed closer then 12 1 ARCHITECTS SUGGESTION THAT ALL NEW WINDOWS ARE TO BE B MISSILE MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT LIMITED TO TERMITE SHETLD CLIPS DRAWN BY. '' 52. Paint for structural steel: I, horizontally, nor are bored holes to be placed near both the top and bottom edges if the I , Shop, primer: Tnemec 10-99, Tnemec Company or other accepted by Architect near sides of such holes are closer than 12 horizontally. TESTED FOR 120 MPH. (APPROX. 100% ADDITIONAL COSTS TO WINDOWS) STRAPS,SHINGLES,SIDING,WIDOWS.DOORS,INSU LATION, ECT. ECT. ECT. 7 11 CAD I I CHECKED BY: I, A-1 of A-11 SHTS L•A- I'i t f ' 'I', i l 11 ,C OWNERSHIP AND USE OF DOCUMENTATION: �� HIP ROOF 'GABLE ROOF LSTA15 DRAWING uMEN SPECIFICATIONS,C NAILING SCHEDULE(EXPOSURE B ) 4 " 4' (USE 12-10d NAILS) PROFESSIONAL SERVICE, ARE AND MAY USE LTS15 STRAP (CAN BE INSTALL D SHALL REMAIN THE PROPERTY IN LIEU OF COLLAR TIES OVER SHEATHING OF THE ARCHITECT. THESE JOINT DESCRIPTION 1# OF COMMON NAIL NAIL SPACING (USE - NAILS) DOCUMENTS ARE NOT TO BE i ::. .. .... .. :Z(INV 12" F, OVERBSHEATTHIINGT FOR AMINGROOF FR � � ----- - - ---- - ERHANG) l SED IN L OR IN PART I, I I I ANY OTHER PROJECTS OR I, PURPOSE. TO MODIFY OR COPY d- I- �— 4 THESE DRAWINGS AND SPECIFICATIONS RAFTER TO TOP PLATE TOE-NAILED 3-8d PER RAFTER �\ 0 �� I; t I I WITHOUT EXPRESS WRITTEN PERMISSION I I I I OF LOUISE A. AGNES ARCHITECT IS CEILING JOIST TO TOP PLATE TOE-NAILED h� �1 t I I t �1 PROHIBITED BY FEDERAL LAW AND STRICT 3-8d EXIST FOR SUCH VIOLATIONS. ROOF RAFTERS 512"O.0 WALL @ 8-10" HIGHT PER JOIST ROOF RAFTERS @16"O.0 WALL @ 8-10" HIGHT 3-8d ROOF SPAN RAFTER TIE DETAIL CEILING TO PARALLEL RAFTER FACE- A1112D T. 20 FT. 28 FT. 36 FT. Simpson Strong Tie H2A RAFTER TO STRUCTURAL RIDGE (RAFTER @12"0.C.)R AFTER SLOPE: 3: 1 4-16d 6-16d 8-16d 8-16d t i i 10 IN TIES EACH RAFTER TO PLATES RAFTER TO RIDGE T1E 4:12 3-16d 5-16d 6-16d 6-16d 2 I I• I I I AND PLATES TO EACH STUD HIP RAFTER TIE DETAIL Simpson Strong-Tie H2.5A I I Simpson Strong-Tie H2.5A I I I 1Q I I I 2 Simpson Strong-Tie HCP2 INSTALL TIES @ EACH RAFTER INSTALL TIES ® EACH RAFTER 5: 12 3-16d 4-16d 5-16d 5-16d EACH LAP I I I I I I. I I INSTALL TIES @ EACH HIP RAFTER TO PLATES (USE 5-8d @EACH END) 7: 12 3-16d 3-16d 4-16d 4-16d I I I i I 1 I (USE 5-8d @EACH END) (USE 6-10d @ RAFTER AND 6-10d @ PLATES) (USE 5-8d @EACH END) I I I l — — 3-16d 9: 12 3 16d 316d 3 16d 12: 12 3-16d 316d 3-16d 3-16d 3 �� \ I I I I I Use every other nail hole in a row to provide the Use ever other nail hole I i I I' I I I code-required minimum Y ROOF SPAN I , in a row to provide the center-to-center P CEILING TO PARALLEL RAFTER FACE-NAIl1FZD T. 20 FT. 28 FT. 36 FT. /� Q \`� I I i i spacing for nails code-required minimum I: _ _ _____ _ center-to-center to center (RAFTER @16 O.C.)RAFTER SLOPE: 3: 1 5-16d 8-16d 11-16d 14-16d \ O f I i A__ spacing for nails 4:12 4-16d 6-16d 8-16d 11-16d L 5: 12 3-16d 5-16d 7-16d 9-16d EACH LAP I , 7: 12 3-16d 4-16d 5-16d 6-16d 3 9: 12 3-16d 3-16d 4-16d 5-16d INSTALL CROSS BRIDGING MIN. 8'-0" O.C. 12: 12 3-16d 3-16d 3-16d 4-16d ROOF FASTENING ZONES FOR WIND UPLIFT. FLOOR JOIST Simpson Strong-Tie NBROOF SPAN (USE 2-10d EACH END) FILING LAPS OVER PARTITION FACE-NA LEM FT. 20 FT. 28 FT. 36 FT. �� .� (RAFTER @12"O.C.)RAFTER SLOPE: 3: 1 4-16d 6-16d 8-16d 8-16d ROOF SHEATHING FASTENING SCHEDULE .. I 4:12 3-16d 5-16d 6-16d 6-16d : 12 3-16d 4-16d 5-16d 5-16d EACH LAP a) ROQF FASTENING ZONE O REGION NAILS PANEL LOCATIOI4 t1 2 3 B 7:12 3-16d 3-16d 4-16d 4-16d RIBBON 9: 12 3-16d 316d 3-16d 3-16d HIGH WING 8d PANEL EDGES 6 6 4(b) Provide minimum S" 12: 12 3-16d 316d 3-16d 3-16d UPLIFT COMMOMN PANEL FEILD 'g 6 6 n H6 end distance ROOF SPAN (a) EDGE SPACING ALSO APPLIES OVER ROOF FRAMING GABLE Equal number of ' i• specified nails FILING LAPS OVER PARTITION FACE-NA LEW FT. 20 FT. 28 FT. 36 FT. END WALLS in each end (RAFTER @16"0.C.)RAFTER SLOPE: 3: 1z' 5-16d 8-16d 11-16d 14=16d (b) USE 8d RING-SHANK NAILS IN THE ZONE IF MEAN ROOF HEIGHT IS WALL STRAPING DETAIL 4:12 4-16d 6-16d 8-16d 11-16d GREATER THAN 25 Simpson Strong-Tie LSTA30 and H6 INSTALL STRAPING @ 16"O.C• WALL STRAPING DETAIL INSTALL SOLID BLOCKING MIN. 8'-0" O.C. 5:12 3-16d 5-16d 7-16d 9-16d EACH LAP (ON LSTA30 USE 5-8d @STUD AND@ FL. JST.) Simpson Strong-Tie LSTA30 7:12 3-16d 4-16d 5-16d 6-16d NOTE ON H6 USE 8-8d @EACH END) INSTALL STRAPING @ 16"O.C. 9:12 3-16d 3-16d 4-16d 5-16d 12: 12 3-16d 3-16d 3-16d 4-16d THE WOOD FRAME CONSTRUCTION MANUAL FOR ONE OR TWO FAMILY DWELLINGS (USE 5-8d PER STUD) FROM THE AMERICAN FOREST AND PAPER COMPAN WAS UTILIZED IN THE (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) (NOTE: STRAPS CAN BE INTALLED OVER SHEATHING) NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGES RAP DESIGN OF THIS STRUCTURE: FLOOR JOIST BRIDGING OPTION A OR B COLLAR TIE TO RAFTER(FACE-NAILED) ROOF SPAN WOOD FRAME CONSTRUCTION MANUAL 12 FT. 16 FT. 20 FT. 24 FT. 28 FT. 32 FT. 36 FT. 2001 EDITION : (RAFTER @12"O.C.)RAFTER SLOPE: 3: 1 4-8d 5-8d 6-8d 7-8d 8-8d -- --, i; 4:12 3-8d 4-8d 5-8d -8d 6-8d 7-8d 8-8d Simpson Strong-Tie It 2 2-8d 3-8d 4-8d 4-Sd 5-8d 5-8d 6-8d LSTA 12 6:12 2-8d 3-8d 3-8d 4-8d 4-8d 5-8d 6-8d (USE 5-10d PER STUD AND AT RIM JOIST) 7:12 -12:12 2-8d 3-8d 3-8d 4-8d 4-8d 5-8d 5-8d Simpson Strong-Tie H TT5 ' WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d NAILS REQUIRED IN EACH END OF THE I (USE 26-16dX 2 1/2") ° COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. ` ' t NUMBER OF COMMON NAILS IN EACH END OF 1 1/4" 20 GAGES RAP #; Simpson Strong—Tie ROOF'SPAN LTP 4 COLLAR TIE TO RAFTER(FACE-NAILED) • • _ (USE 12-8d PER TIE) 12 FT. 16 FT. 20 FT. 24 FT. 28 FT. 32 FT. 36 FT. '!I RAFTER @16 'O.C. RAFTER SLOPE: 3: 1 5-8d 7-8d 8-8d 9-8d 11-8d -- - -1. 5 8'� ANCHOR BOLT "d�' (NOTE: STRAPING CAN BE INSTALLED 4: 12 4-8d 5-8d 7-8d 6-8d 8-8d 9-8d 11-8d t N` Simpson Strong-Tie �� s �, OVER SHEATHING) g- 5:13-8d 4-8d 5-8d 5-8d 6-8d 7-8d 8-8d H2.5A Q� d0 a 6: 12 3-8d 4-8d 4-8d 5-8d 5-8d 6-8d 8-8d (USE 5-8d @ EACH END) � '� 7:12 -12: 12 3-8d 4-8d 4-8d 5-8d 5-8d 6-8d 6-8d WHEN A COLLAR TIE IS USED IN LIEU OF A RIDGE STRAP, THE NUMBER OF 10d NAILS REQUIRED IN EACH END OF THE COLLAR TIE NEEDED NOT EXCEEDTHE TABULATED NUMBER OF 8d NAILS REQUIRED IN STEEL STRAP. I; EACH END WALL HOLDOWN ANCHORS I BLOCKING TO - 2-8d WALL TO FOUNDATION(SLAB� CORNER STUDS/ SHEAR WALLS: ALL EXTERIOR WALLS INSIDE WALL TO SILL PLATES RIM BOARD TO RAFTER END-NAILED 2-16d EACH END Ce?16"O C —� DER JACKS WITHIN 2'-0" PLACED C�?16"0 C N .::::.: .. :..: H2.5A LSTA12 AND LTP4 . .. FROM INSIDE AND OUTSIDE CORNERS . . . ...... AND OUTSIDE CORNERS AND ALL HEA WALL FRAMING. i .. .. . .: LOAD PATH DIAGRAM TOP PLATE TO TOP PLATE FACE-NAILED 2-16 PER FOOT 1 DRAG TIE ACROSS BEAM SPLICE ��Z _ _ If STUD TO STUD FACE-NAILED 2-16d 24 O.C. EBEAM SPLICE (DESIGN BY OTHERS) ---TO s" FROM EACH CORNER Q TO PROVIDE MAX. 12" SPACING C.7(If � 'li HEADER TO HEADER FACE-NAILED 16d 16 O.C. ALONG EDGE S �--SINGLE PORTAL SYSTEM ��' z Q Q z DOUBLE PORTAL SYSTEM--------� ��F, W O 2-16d PER 2"X4" STUD ------ �: TOP OR BOTTOM PLAT TO STUD(END-NAILED) 3-16d PER 2X6 STUD -__ QFF-- z w 4-16d PER 2X8 STUD BOTTOM PLATE TO FLOOR JOIST BAND JOIST 2-16d,/- PER FOOT i�� LSTA STRAP (MIN. �I 6„ 'q Ax. 6" FROM ENDS .... ... .. .. .... AT BEAM TO ST I ,` OF TOP SILL PLATE Q ... ...... . .... ... HEADER E FO SE PLAN \ O ( ) LLJ FLOOR FRAMING o . , ... 8 M . i IN 18'6" MAX. \I I i I 'I i `'••' . ' \'1 :� 3" STEEL WASHER -I C0 JOIST TO SILL, TOP PLATE OR GIRDER TOE-N ILED 4-8d PER JOIST �\ / t '' Ld- BRIDGING TO JOIST TOE-NAILED 2-8d EACH END t :}' " ? � (3)-LTP4 AT SUPPORT , � � � ��I � •'-••�• �(n Z POST TO STRONG-WALL I i 16'4•' MAX. J — III' POST i BLOCKING TO JOIST TOE-NAILED 2-8d EACH END I __ ----- W Q Q BLOCKING TO SILL OR TOP PLATE TOE-NAILE 3-16d EACH BLOCK • ' ) j \� \ =w Z w HEADER SUPPORT POST _ ' 5/8" ANCHOR BOLTLEDGER STRIP TO BEAM FACE-NAILED 3-16d EACH JOIST t. (DESIGN BY OTHERS) \ ° Cf) J JOIST TO LEDGER TO BEAM TOE-NAILED 3-8d PER JOIST I �/ ! CDW a BAND JOIST TO JOIST END-NAILED 3-16d PER JOIST ' I �� i COLUMN BASE I � : I �' I Typical Anchor Bolt Detail Z~ BAND JOIST TO SILL OR TOP PLATE TOE-NAI ED 2-16 PER FOOT (DESIGN BY OTHERS) __ " ANCHOR BOLT SPACING F =� ANCHOR BOLTS SHA B ~ a • - — - LL E INSTALLED AS PER WFCM 3.2B w i• w , + O s x Z R d' Z N 1 ANCHOR BOLTS TO BE AT MAX 30 O.C. STRUCTURAL PANELS PANEL EDGE TERMEDIATE 1/2 SUPPORTS 1 =°' "• ROOF RAFTERS @12"O.C. INTERIOR ZONE 8d 6" 12" CONTRACTOR TO PICK OUT 5/8" ANCHOR BOLTS TO BE AT MAX. 45" O.C. 4 FT. EDGE ZONE 8d 6" 12" AND 39" O.C. AT 8'-0" END ZONES APPROPRIATE MODEL NUMBER ROOF RAFTERS @16"O.C. INTERIOR ZONE 8d 6" 12" I SINGLE AND DOUBLE PORTAL ASSEMBLY SINCE FIELD CONDITIONS MAY U — w 4 FT. EDGE ZONE 8d 6" 6" Simpson Strong-Tie U 'mps (M N PLY) 4 :CEILING SHEATHING : CHANGE : �� co II GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD WALL NAILING SHEATHING PATTERN w �, WALL SHEATHING ILS ATTO E6 INSTALLED AT S ' ° _�-LU Of LO ` I .... . . . .. ... .. Uo > oN I 2. SPACE NA PLYWOOD EDGE STRUCTURAL PANELS PANEL EDGE NTERMEDIATE • ° �w< u SUPPORTS 3, SPACE NAILS VERTICALLY IN PLYWOOD FOLD. :° { RAILING ate— N I n� ~ l F— pl STUD SPACING @12 O.C. INTERIOR ZONE 8d 6 12 U)F— = z r- u 1; 4 FT. EDGE ZONE 8d 6" 12" Z z 3 1.^� w STUD SPACING @16"O.C• INTERIOR ZONE 8d 6" 12" Simpson Strong-Tie Qw o� . 'i 4 FT. EDGE ZONE 8d 6" 12" 16d NAILS AT 24 O.C. GYPSUM WALLBOARD PC (USE 14-16d NAILS) POST — Q = x (� Li Q ' I 7„ 10" (SEE THE NOTES FOR GYPSUM WALLBOARD 5d COOLERS FASTENING REQUIREMENTS Sim�p s n Stron —Tie � w � � F(i: PARTICLEBOARD PANELS 8d SEE MANUFACTURER ) DR 18 USE 2- 8 GAI-V.SCEWS) z 0 w FLOOR SHEATHING w —'w . t o STRUCTURAL PANELS PANEL EDGE NTERMtu EDIATE i c� o cD SUPPORTS ~ •- 6 1211 8d NAILS AT 6" O.C.ON ALL 1/2" PLYWOOD SHEATHNG zuuOV • ecoveR • . DRAWING N0. PROJECT No. J PANEL EDGES 8d NAIL AT 12"O.C. ON ALL FRAMING :� ,��i� .a JOIST l�4i GREATER THAN 1 6 6 �' °'' MEMBERS NOT AT PANELS EDGES '�' ''� �A`�` 0 Simpson Strong—Tie -� .48 NOTED 1 PANEL EDGE TO OBTAIN HIGHER SHEAR CAPACITIES, IREQUIREM NTS FOR STRUCTURAL MEMBERS DOUBLED,OR CONNECTORS, SUCH AS SHEAR PB (USE 12-16d NAILS) Simpson Strong—Tie NOTE:E: REFER ONLY TO THOSE DETAILSA - 2 'A%/14/201(0 DBT1 (USE 1-10d GALV. NAIL). .I PLATES SHALL BE USED TO MAINTAIN THE LOAD PATH. TYPICAL WALL OUTSIDE CORNER DETAIL DECK DETAILS THAT APPLY TO THIS PROJECT. DRAWN BY: 2 WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED TO BE REDUCED TO 1- 1 d L.E.w. i D 0 ' SIMILAR) � Simpson Strong-Tie 11 � CHECKED BY: L.,4.A-2 of A-11 SHTS u SUPPLEMENTARY CONDITIONS OF THE CONTRACT FOR WOOD LIST OF ABBREVIATIONS 02 CONSTRUCTION OF THE NADILE RESIDENCE 53. All lumber shall be Douglas Fir Larch #2. Design values shall be that as published in o N Z American Forest and Paper Association Wood Frame Construction Manual. (WFCM) 2001 Edition AFF-------ABOVE FIN FLOOR MAS-------MASONRY �_ GENERAL for 1 and 2 story dwellings. (as per R301.2.1.1 Section 1 ) ALUM------ALUMINUM MAT-------MATERIAL �� \O z V) APPD------APPROVED MAX-------MAXIMUM J 1. Contractor shall check & verify all conditions at the site prior to starting of work and he 54. All lumber shall be fastened as per the Wood Frame Construction Manul 2001 Edition APPROX----APPROXIMATE MECH------MECHANICAL shall familiarize himself with the intent of these plans and make work agree with the some. BD--------BOARD MFG fastening table R602.3(5) (as per R602.3.1) T sy o o zN� 2. Contractor or owner shall obtain a Building Permit from the local town prior to starting any BBD-------BUREAU/BLDG DESIGN MIN-------MINIMUM �` F work. If contractor or owner does not receive a permit prior to start of construction the 55. Design Loads: BLK-------BLOCK MISC------MISCELLANEOUS 5��P F9�y F9 = =a Location L.L. D.L. Deflection SR--------BRICK MO-----MASONRY OPENING Architect holds no responsibility in correct code compliance nor dissimilar interpretation of �� ` `° '�'1- 9 tic �, o P Y P P 1 360 BSNT------BASEMENT MTL-------METAL �Q PG y z w codes by the town plans examiners. 1st Floor 40 psf 15 psf �- 52 � 2nd Floor 30 psf 15 psf 1/360 CEM-------CEMENT (N)--------NEW �� G 12 CEILING CONSTRUCTION J¢o 3. Contractor shall obtain all required approvals, permits, certificate of occupancy, inspection CERT.-----CERAMIC TILE NIC-----NOT IN CONTRACT approvals, etc. for work performed from agencies having jurisdiction thereof. Attic- Limited Storage 20 psf 10 psf 1/240 Under 3 12 Attic-Non Storage 10 psf 5 psf 1/240 (must be under 3"/12" slope) CL--------CLOSET NO--------NUMBER # �z 4. All work shall conform to the 2015 International Residential Code (including the 2016 Uniform / 9 P P 1 240 CLG-------CEILING N.T.S.------NOT TO SCALE 240 ASPHALT ROOF SHINGLES Roof < 3/12 30 psf 7 psf / COL-------COLUMN OF--------OFFICE SIMPSON STRAP TIE LSTA15 1/2' CDX PLYWOOD WITH 15LB. FELT PAPER OVER Code Supplement), State Energy Conservation Code and all rules and regulations of 1 180 / z N � Town of Southold. Roof > 3/12 30 psf 7 psf / CONC------CONCRETE OD-----OUTSIDE DIAMETER PLACED OVER RAFTER TO RAFTER W Cathedral Ceiling 30 psf 15 psf 1/240 CONC BL----CONCRETE BLOCK OPNG------OPENING (NOT REQUIRED IF 2"X4" C.B'S RAFTERS (SEE PLANS) 5. If in the course of construction a condition exists which disagrees with that as indicated on (*) NOTE: Reduction of live loads on certain roof pitches (See ASCE 7) CONSTR----CONSTRUCTION PLF-POUNDS PER LINEAR F00 these plans, or if there are any inconsistencies on the plans, the contractor shall stop work 56. Design timber stress to be size adjusted lumber 875 psi - Douglas Fir construction rade 2 or DEMO------DEMOLITION PLMB------PLUMBING @16"O.0 RAFTER TO RAFTER IS 5 . V IC GA R-30 INSULATION ON FLAT CEILING and notifythe architect. Should he fail to follow this procedure and continue with the work g J g g DEPT------DEPARTMENT PLYWD-----PLYWOOD r P better, modulus of elasticity of 1,600,000 psi Douglas Fir No. 2 and Southern Pine- No. 2 dense DET-------DETAIL PERFAB----PREFABRICATED USE @ UPPER 113 OF PLATE TO _ R-30 INSULATION ON SLOPED CEILING ¢ he shall assume all responsibility and liability arising therefrom. shall be considered acceptable species and commercial grade. Lumber shall be graded by a DIA-------DIAMETER..OR 0 PREFIN----PREFINISHED „ Wo o= 6. Architect has made various assumptions that only can be verified in the field after partial recognized grading and inspecting bureau in strict accordance with industry standards and by DN--------DOWN PRELIM----PRELIMINARY UNDERSIDE OF RIDGE) MIN. 1 SPACE FOR VENTING OF INSULATION o 0 demo has taken place. If assumption is correct continue with work. If assumption is incorrect it's use as indicated in the drawings. Grade markings shall be clearly printed on structural members DR--------DOOR PROV'D------PROVIDED (USE 12-10d NAILS) �'- stop work and notify Architect immediately. In most cases assumptions can be verified prior to and where possible shall be left visible. DWG-------DRAWING R- --------RISER CEILING JOISTS (SEE PLANS) start of work with test holes, if this can be done -it is expected to be done prior to start of work. 57. Double joists under all partitions parallel to same and around all openings EA-------EXISTING REF.-----REFRIGERATOR 7. The Arch itect/Designer assumes no responsibility for construction conforming to these plans; P PEA--------EACH REINF-----REINFORCING 58. Micr"oLam,LVL's and " I" Joist's are to be installed in strict accordance with manufactures specifications.Microlam LVL's and EL--------ELEVATION RENOV-----RENOVATION 1/2" GYPSUM BOARD o means of construction, methods, techniques, sequences of procedures, or for safety precautions I joist's to be b Trus Joist, a Weyerhaeuser Business. No substitution is allowed without written consent of Architect ELEC------ELECTRIC RET-------RETURN 1 Y Ye REV-------REVISE V ¢ and programs in connection with the work, or has he/she been hired for supervision unless specified. ENCL------ENCLOSED 8. Contractor shall be solely responsible for the correctness of dimensions or quantities and for the prior to construction. EQ--------EQUAL SCHEDRM--------SROOM FACIA BOARD AS SELECTED BY OWNER Z c oQ fitting to other work; for work to be confirmed and correlated to the site; for information 59. Builder is to procure a placement Ian from "I " Joist manufacturer. Trus Joist, A Weyerhaeuser Business EQUIP-----EQUIPMENT SCHED-----SCHEDULE p p p ( y ) SIMPSON HURRICANE TIE H2A V) �_ pertaining to the fabrication procedure or to the means, methods, techniques, sequences and 60. For 1.9E Microlam LVL: EWC-------ELEC WATER COOLER SEC-------SECTION SEAMLESS GUTTER EXH-------EXHAUST SH--------SHOWER PLACED AT EACH RAFTER w procedures of constructions; and for the coordination of work with all trades. The verification a) A minimum of 3" of bearing at ends, FIN-------FINISHED SPEC------SPECIFICATION (USE 5-8d @EACH END) SOFFIT of the physical interrelationships of elements of the work from plans and specifications and b 16", 18" and 20" deep beams are to be used in multiple units only. FIXT------FIXTURE STL-------STEEL U O STD-------STANDARD 2 CONTINUOUS SOFFIT VENT _ in the field is the contractors sole responsibility. Architect's review of the contractors c� Nailing pattern for assembl of multiple „nits Is to be a FT--------FOOT STOR------STORAGE �_ ¢ o 0- SURF yy P GA--------GAUGE DETAI NCL ¢ Of w submissions does not relieve contractor from these responsibilities minimum of (2) rows of 12d nails at, 12 o.c., (3) rows of 12d nails SURF------SURFACE GALV------GALVANIZED ,y o 9. Architects site plan is only schematic. All information is as indicated on owners survey and shall at 12 o.c. for 14 , 16", 18 and 20 beams. GEN-------GENERAL SUSP------SUSPENDED C o prevail. d Assume Fb = 2 600 psi, E - 1,900,000 psi. SYS-------SYSTEM o p ) P P GL--------GLASS NO SCALE � o 0 10. Do not scale drawings. Written dimensions supersede scaled dimensions. 61. For "I " joist's: GLZD------GLAZING TFW--TOP OF FOUND. WALL 9 P J TEMP------TEMPORARY C.D.D z 11. Architect has not been retained for on site inspections and/or observation of the construction. a A minimum of 2" of bearingat ends, GR--------GRADE � W TO------TRIMMED OPENING PLYWOOD SHUTTERS REQUIRED w w 12. The standard form, GYP-------GYPSUM .� o A.I.A. Documents No. A-201 of the American Institute of Architects latest TR--------TREAD s�' Q Q m w b Lateral support is required at bearing points. HOL. MET----HOLLOW METAL S� � ON ALL NEW WINDOW SEE oo Z edition Articles 1 through 14 inclusive, is hereby made a part of this specification and the terms H.P.------HIGH POINT UNFIN-----UNFINISHED �• O'' thereof binding to the contract agreement to tFle some extent as if herein written out in full. A ID--------INSIDE DIAMETER UTIL------UTILITY � �L,9j �!� 2010 RESIDENTIAL CODE R301.2.1.2 ~ v r copy of this document is available at the office of the architect for examination. 62. All headers to be (2) 2"X12" unless otherwise noted. INCL------INCLUDE VERT------VERTICAL �� v TO l J, S o N VOL ------VOLUME F ti EXCEPTION 13. Owner warrants that contracts to perform the work contemplated b these plans will not 63. Provide Douglas Fir Plywood manufactured to meet applicable U.S. commercial and American Plywood INSUL------INSULATE c�P 9c F Q P P by P V.I.F.----VERIFY IN FOLD deviate in any material respect from the general notes herein and the pertinent drawings and Association Standards: " LAM-------LAMINATE V.W.O.--VERIFY WITH OWNER �,C' specifications. a Flooring - 3/4 thick - interior (b-d) LFv-------LI EAR FEET WD--------WOOD �P�PG�`�y6 ��"69'F�,yc 12 v 12 o o b� Roof and sidewall sheeting - 1/2 inch exterior (c-d) -------- �� `� CEILING CONSTRUCTION J m = SUBMITTALS 64. On all cathedral ceilings and around all skylights, notch holes as allowed by New York State UJ o N 14. General: Submit samples, shop drawings, product data, test reports and data, manufacturer's Code for proper thru venting of batt insulation to allow for clear venting from soffit vents KEY TO SYMBOLS V ¢ name, certifications, and procedures for all specified items and as requested by Architect. Shop through to the roof venting system used. NEW WALL SIMPSON STRAP TIE LSTA15 240 # ASPHALT ROOF SHINGLES "' Z drawings shall conform to the best standards of the construction industry and shall be prepared 65. Provide fire stopping in floors, walls and other framed compositions as required by the 2015 International Residential Code PLACED OVER RAFTER TO RAFTERN by and under supervision of competent engineering personnel. as adopted by New York State and any local codes having jurisdiction. NOT REQUIRED IF 21$X4" C.B'S 1/2 CDX PLYWOOD WITH 15LB. FELT PAPER OVER 15. Stress graded lumber and timber: BEARING WALL @16"O.0 RAFTER TO RAFTER IS RAFTERS (SEE PLANS) a) submit name of supplier and certificate of Inspection stating grades of lumber used 10D OWS & DOORS in fabrication 66. Exterior doors shall be 1 3/4" insulated aluminum or steel raised panel, magnetically USE @UPPER 1�3 OF PLATE TO R-30 INSULATION D) Submit name of manufacturer of metal structural timber connectors with printed weatherstripped, including an aluminum saddle. (±) - MAY VARYOVERHANG product catalog. 67. Where existing walls are to be removed or new openings are called for in existing walls, prior to removal of existing UNDERSIDE OF RIDGE) �� MIN. 1" SPACE FOR VENTING OF INSULATION 16. Structural Steel: walls, ceiling beams, roof rafters, ect., contractor shall brace existing until new header as specified is installed. SD SMOKE DETECTOR (USE 12-10d NAILS) oo a Submit shopdrawings for structural steel members shown in the drawings. 68. All new windows and sliding glass doors shall be as manufactured by Andersen or equal and shall CEILING JOISTS (SEE PLANS) z g g be provided with double glazed insulating glass and fiberglass screening. W DEMOLITION 69. Anderson windows have a 15% return charge on standard windows (in stock) and will not accept C.O. GABON MONOXIDE DETECTOR SENSOR )00 1/2 GYPSUM BOARD o U_ F 17. All items removed in the construction shall remain the owners property with the exception of debris returns on special orders. Contractors/owners to verify that window sizes shown on their plans m which shall be carted off the site and legally disposed of. are correct prior to ordering windows. Return char es no returns allowed are the o 18. Contractor shall exercise good judgment to minimize damage to existing areas (including lawn and p g 9 / F FANLIGHT 35 C.F.M. FACIA BOARD AS SELECTED BY OWNER 9 9 9 ( 9 responsibility of the contractor. shrubs) 70. All fixed glass shall be double glazed insulating glass panels. Exact sizes to be field - BEAM SIMPSON HURRICANE TIE H2A SEAMLESS GUTTER determined upon completion of framing. -� PLACED AT EACH RAFTER � E o 71. All entrance doors to have storm door or certified U value of .40 or less. (USE 5-8d @EACH END) SOFFIT `� LANDSCAPING 72. All interior doors to be 1-3/8" hollow core luan veneered with appropriate hardware. (Owner is O STL PIPE OVER P.C. FOOTING w o 19. Driveway and base paving shall be as per town regulations. 2 CONTINUOUS SOFFIT VENT Na 20. Contractor shall strip topsoil from front yard, side yards, and to 30' from rear of residence and to select all doors and all hardware) 73. Window manufacturer as noted. Provide at least one egress window 24" clear height o enin and ALIGN FIRESTOPPING AS PER CODE M N upon completion of construction, final grade and seed this area for a lawn. " g ( g Q 9 SECOND FLOOR 20 clear width opening min. 5.7 s . ft. or 5 sq. ft. on rade level with sill within 44 to rade. �� 21. Grading around new construction shall slope away from house and blend into existing. p g q ( q g g" Z 22. Construction shall (unless directed otherwise by owner) include in his work, removal of existing 74. Glass in sidelites, showers, sliding glass doors (or equal) and in interior/exterior partitions 18 or less above _ - WALL CONSTRUCTION shrubs and trees within the area of the new addition and transplanting of same to a location the floor and as per Section R308.4 (Hazordous Locations) shall be tempered safety glass with marking RIDGE 1 2" GYPSUM BOARD Z ¢ N selected b owner. labels as per Section 308.1 y�g"0 / » » 23. Contractor shall stipulate an allowance for landscaping. NIFl SHES �r� P.C. PIER (DIAMETER SHOWN ON PLANS) 2 X6 WOOD STUD 16 O.C. FOUNDATION AND FOOLING 75. All finishes shall be selected by owner. SECTION NUMBER FLOOR JOISTS (SEE PLANS) R-19 INSULATION � 3/4" T & G PLYWOOD SUB-FLOOR " �. 76. All drywall shall be U.S.G. National Gypsum Co. 1/2" thick, taped and spackled 3 coats. SECTION / 1/2 CDX PLYWOOD 24. All footings to bear on updisturbed/virgin soil with a min. allows le soil pressure of 3000 Ibs./SF and shall FINISH AS PER OWNER U Q N w have a minimum of 3-0 of cover. Sod is assumed to be sand/glravel, with a minimum trace of dry clay. 77• All Wallboard shall be primed and painted where exposed using best quality factory mixed paints SHEET NUMBER TYVEK VAPOR BARRIER W {� z 25. Soil tests are required as per Section R401.4. min. 1 coat primer & 2 coats finish or more as required. » 26. Top of footings shall be kept below frost lines. Contractor shall verify minimum depths required with 78. Owner shall select all colors: (re: appliances, paint, tile, carpeting, exterior staining, counter 1/2 FOAM BOARD( IF APPLICABLE) � local Building officials. tops, vanities and kitchen cabinets.) SIDING 014 S P� a 27. All footings to have (2) #5.rebars. 79. Contractor shall stipulate an allowance for interior and exterior lighting fixtures, kitchen cabinets, (L/ `*� 28. Stepped footings where required shall have a vertical to horizontal ratio of 1:2, and shall not exceed cabinets, countertops and vanities. �[ u a slope of 30 degrees. Actual location of stepped footings to be located in felldand are 80. Carpeting shall be furnished and installed at owners expense. SIMPSON LSTA30 STRAP FIRESTOPPING AS PER CODE o conceptual in nature on foundation plan. 81. All exterior siding shall be selected by owner. Cedar shall be coated with preservatives to W Q Cn 29. The foundation as shown on the construction documents is predicated upon a site with little or no slope retain its natural color. PLACED @ MAX. U O.C. FROM STUDS 30. All concrete to be 3,000 psi stone concrete (�28 da TO STUDS SEE ATTACHED SHEET FROM APPLIED \ P days. 82. Kitchen flooring shall be linoleum with a 4" high complimenting vinyl base.( Verify with owner) r 31. Provide 15# felt membrane dampproofing over trowelled on mastic on all poured concrete foundation 83. Bathroom flooring shall be mosaic tile on mortar bed with glazed tile base. Walls around tub and 2015 INTERNATIONAL RESIDENTIAL CODE CAN BE INSTALLED OVER SHEATHING) TECHNOLOGY COUNCIL (ATC) WIND SPEED BY ED walls from grade to footing. showers shall receive glazed tile to 6-0 above finished floor and shall be set with mastic. All AS ADOPTED BY THE STATE OF NEW YORK: USE 5-10d NAILS AT EACH STUD) LOCATION 32. All concrete block walls shall be filled with mortar and have duro-wall reinforcing every other course the shall be American Olean or equal. ) V) PP 9 9 applying 9 P P 9 9 q R301.2.1.2 and shall be dam roofed edge of footing to underside of sill, and then a I 'n asphalt ar in on 84. Bathrooms shall be equipped with mirrored medicine cabinet, soap dish, toilet paper holder, EXCEPTION: WOOD STRUCTURAL PANELS WITH MINIIMUM THICKNESS OF 7/16 �O on top from edge of footing to grade. Apply a top coat of cement parging from top of grade to sill for towel rack, shower rack, shower curtain rods and clothes hooks as selected b owner. FIRST FLOOR _ finish. Y (11.1 mm) AND MAXIMUM SPAN OF 8 FEET (2438 mm) SHALL BE PERMITTED FOR zo 33. Basement/Crawl space construction: If at any time during excavation, the soil appears to be 85. All plumbic fixtures shall be American Standard or equal with Moen faucets for sinks and OPENING PROTECTION IN ONE-AND-TWO STORY BUILDINGS. PANELS SHALL FLOOR CONSTRUCTION o N conductive to water problems, the contractor is to order a soil boric test prior to further lavatories ((verify with owner). BE PRECUT TO COVER THE GLAZED OPENINGS, PRIEDRILLED AS REQUIRED FOR THE -J z0 w P 9 P 86. Alla fiances shall be furnished b the contractor and shall be G.E. or roved equal. ANCHORAGE METHOD, WITH ATTACHEMENT HARDWARE PROVIDED. ATTACHMENTS 3/4 T & G PLYWOOD SUB-FLOOR <0 excavation to determine the water level and presence of an underground spring. PP Y " PPI- 34. Upon backfilling foundation, chemically treat soil for termite protection in addition to providing 87. Provide access to attic area by means of a 24"x18" removable panel in closet ceiling or pull SHALL BE DESIGNED TO RESIST THE COMPONENT LAND CLADDING LOADS FINISH AS PER OWNER LULw>- termite shields or ACQ sills. down stairs (verify with owner). DETERMINED IN ACCORDANCE WITH EITHER TABLE IR301.2(2) OR ASCE 7, 0,� 35. Provide 6 mill of eth ene vapor barrier under concrete slab. (omit atgarage). WITH THE PERMANENT CORROSION-RESISTANT ATTACHMENT FLOOR JOISTS (SEE PLANS) .J Q P Y y P ( ROOFlNG & GUTTERS HARDWARE PROVIDED AND ANCHORS PERMANENTLY INSTALLED J[-- note: note: (vapor barrier can be eliminated where proved by the building official, based on 88. All metal flashing where called for on plans shall be aluminum. ON THE BUILDING. SIMPSON LSTA12 STRAP w local site conditions. code R506.2.3 exception 4) PLACED @ MIN. 16 O.C. FROM STUDS R-30 INSULATION M 89. Roofing shall be 240#/square asphalt shingles over 15# felt. w 36. If other conditions are encountered or special site conditions prevail the contractor is responsible 90. Install leaders, gutters, and drywells as required for proper runoff collection and distribution TABLE R301.2.1.2 TO RIBPON, AND AT EVERY J for having the foundation redesigned and shall notify the architect/designer and as required to meet state and local codes. WIND BORNE DEBRIS PROTECTION FASTENING SCHEDULE STUD MIN. 4-0 ROM CORNERS 0- 37. All wood on concrete shall be A.C.Q. treated. FOR WOOD STRUCTURAL PANELS a,b,c,d', AND AT WINDOW AND EXTERIOR 0 LJ_J 38. Provide 2x6 A.C.Q. wood sills over the sealer anchor bolted to foundation. Anchor bolts shall be <n PLUMBING & HVAC DOOR JACK STUDS 5/8" dia.X 12" long and 12" from corners. Provide 2 bolts per sill piece minimum. FASTENER SPACING(INCHES) (USE 5-10d PER STUD (2) 2" X 6" SILLS WOLMONIZED ACQ M 39. Any excavated areas requiring fill shall be compacted in layers to a min. of 95% density. 91. All plumbing shall be in strict conformance with the 2015 International Residential Code as adopted b New York State. FASTENER TYPE PANEL SPAN 4 FOOT 6 FEET 40. Concrete shall not be poured and masonry shall not be lard when the temperature is 40 degrees P g . p Y <PANEL SPAN <PANEL SPAN SILL SEALER F or less. Concrete shall not be poured on frozen surfaces. 92. Install new all fired hot waters tem to rovide a separate zone S 4 FEET Ys P P S � FEET S 8 FEET r�i o STEEL with thermostat and controls for the new addition. All piping shall be insulated and run BAS8 WOOD ED ANCHOR WITH 1s" " SIMPSON LTP4 COPPER TERMITE SHIELD WITH PAPER Ld N Z 41. All structural steel to be A-36 fs 36,000 psi shapes & plates shall conform to ASTM A36. concealed in the floors, walls, and/or ceiling. Radiant baseboard elements shall be of 2-INCH EMBEDMENT 10 $ PLACED @ MAX. 16 O.C. FROM RIBBON COATING SIDE UP 42. Design Values: TO SILL PLATES 9 sufficient length in each room for maintaining a 68 degree Fahrenheit interior temperature LENGTH FOUNDATION BY : DIETRICH ENGINEERING P.E. ^ (USE 12-8d PER TIE) z � u a) A.S.T.M. A-36 steel/Fy= 36 ksi at 0 degree exterior temperature with a 15 mph wind velocity at 36" above finished floor, NO. 10 WOOD SCREW CO 344 LENOX ROAD b) Bending stress = Fb= .66Fy = 24 ksi 24" awayfrom exterior walls. BASED ANCHOR WITH 16 9" " " » HUNTINGTON STATION,NY. 11746 nn,, 12 5/8 DIA. X 12 LONG ANCHOR BOLTS @45 O.C., - - SEE SHEETS S-1 THROUGH S-5 FOR 1� for compact sections (W & S shapes) 93. Sanitary disposal system shall be County Health Department approved for design and installation. 2-INCH EMBEDMENT -� HELICLE PILE AND GRADE BEAM � C) Bending stress = Fb = .60Fy = 22 ksi System to be 1000 gal / min. septic tank and 300 sf wall area leaching pool (up to 4 bedrooms) and LENGTH 39" O.C. AT 8'-0" END ZONES AND MAX. 12" =III-I - I LINE OF GRADE U for non-compact sections. 1500 gal / min. septic ansd 400 st. wall area leaching pool for 5 and 6 bedrooms. Or as required by 1/4-INCH LAG SCREW = I I= af � FROM CORNERS EMBEDDED MIN. 7 INTO CONC. d Sheer stress (Fv) = .40Fy = 14.5 ksi County Health Department. CTRIC BASED ANCHOR WITH 16" 16" 1g" -III=1 Z W U e� Modulus of elasticity = 29,000 ksi ELE2-INCH EMBEDMENT I-l ' EARTH BACKFILLED SLOPE AWAY M ` �w 43. Steel lintel schedule: 94. 50 cfm intermitent bathroom ventilation, or 25 cfm continuous. LENGTH CRAWLSPACE `r � L: 00 Up to 3'-6": 3.5%3.56/16" 95. 10 ft. candles of light at all landings, treads interior and exterior stairs. FROM BUILDING FOUNDATION) W (1 v= 36" to 8'-0": 5"x3.5"x3/8" 96. Install as per owners direction any and all intercom, telephone and/or TV antenna wiring in walls a. THIS TABLE IS BASED ON 180 MPH ULTIMATE DESIGN WIND SPEEDS AND A 33-FOOT - 1--1 w� over 8'-0": 6"x3.5"x1/2" prior to sheetrocking. All temperature control wiring shall also run concealed in walls, floors MEAN ROOF HEIGHT. J I-I . Z _, = Y o00 and/or ceilings. C•, Q, 44. Wood shimming is strictly prohibited. Use steel and/or non shrink grout only. b. FASTENERS SHALL BE INSTALLED AT OPPOSING END'S OF THE WOOD STRUCTURAL PANEL -I I =III= m C o Q, 45. All reinforcingrods shall be deformed of intermediate rade new fillet steel conforming to A.S.T.M. 97. Electrical work to be Board of Fire Underwriter approved. FASTENERS SHALL BE LOCATED NOT LESS THAN 1 INCH FROM THE EDGE OF THE PANEL. `� ((��\ Q Q >- c� specification rade 60. 9 g 98. Furnish and install a single station smoke detecting alarm device. Location on plans are schematic only. I I=I =I I= !tel p g 9 P c. ANCHORS SHALL PENETRATE THROUGH THE EXTERIOR WALL COVERING Q � 46. Columns are to conform to A.S.T.M. A-501 or ASTM A500, grade B. Actual placement of smoke and carbon monoxide detectors shall be as per code. Device shall conform to WITH AN EMBEDMENT LENGTH OF NOT LESS THAN 2 INCHES INTO THE BUILDING FRAME. _ -' cn~ �' Z U^ U 47. All bolts are to conform to A.S.T.M. A-325. Sections R313-R315 of the 2015 International Residential Codes as adopted by State Of New York. FASTENERS SHALL BE LOCATED NOT LESS THAN 2\ INCH FROM THE EDGE OF I-I I -I w v w 48. All wood steel flitch plates shall be through bolted with 5/8"0 allvanized steel bolts @ 16" o.c. 99. Carbon Monoxide detector sensor shall be provided on each floor CONCRETE BLOCK OR CONCRETE. = I= I =I I I=. N�` O z z-' ~n CO ~ staggered. Such flitcfates shall be supported9 on solid osts with 3 8" thick steel bearing late including cellar and shall be hard wired. d. PANELS ATTACHED TO MASONRY OR MASONRY STUCCO SHALL BE 99 PP / 9 P I I=I I=I I =I I = -I Q`''04 Of v X fastened to the top of the post. See construction documents for the size of the post. Insure that 100. Smoke detecting alarm devices shall be provided outside each separate sleeping area, in each ATTACHED USING VIBRATION-RESISTANT ANCHORS HAVING AN ULTIMATE WITHDRAWAL I- - - - _ _ 1=-1 z i75 Q applied loads are transformed to all load carrying component parts. All steel plates shall be the sleeping space and on each floor level"as per the 2015 International Residential Code as adopted New York State. CAPACITY OF NOT LESS THAN 1,500 POUNDS. I III-III-I I I I I-I I - II- Q� � same depth as that of adjacent wood members less 1 4 (1/8" at top; 1/8" at bottom 101. All electrical work to conform to the National Electrical Code and an a licable local codes, I-III-) I I- I I-III-I I C w O O LU P J / ( / P / ) Y PP - o o I I I=1 11=1 11= ___ O V) z Z 49. Connection Materials (bolts, nuts, washers nails, screws and the like) shall conform to ASTM A307. and shall be approved by the "National Board of Fire Underwriters". Nails shall be hot-dipped galvanized in accordance with ASTM A153. 102. Electrical and H.V.A.C. systems shall by designed by others, unless otherwise noted. -III= '� 0 0° 50. Manufactured Metal Structural Timber Connectors shall be as manufactured by Teco,Chevy Chase, Maryland 103. Contractor is to verify prior to contract signing all electrical fixtures, outlets, and switch location I 1 ' I-I I I I I-III W C� J W Q Silver metal products, Inc., Livermore California, or other accepted by Architect. Provide galvanized as well as type and manufacturers. SHUTTERS FOR 180 MPH. WINDS RE UIRED DETAIL I RADE BEAM 0 joist hangers and connectors as shown in the drawings. Minimum thickness of steel shall be 14 gauge. 104. Service shall be 200 amp service with pushmatic type ponelboards or as specified by owner. Q _ 0 51. Structural Steel: 110. NOTE TO SUBCONTRACTORS: Do not notch or cut holes into joists greater than that allowed OWNER S RESPONSIBILITIES AND DECISION TYPICAL WALL SECTION RAvnricnlo. PROJECT No. -1 a IInternational esidential Codes by New York State R 502.8 ELICLE PILES + 151 b� n a All welds shall be made with e7oxx, low hydrogen electrodes, by licensed welders erns %0ona es as aUnless otherwise noted, all steel will be cleaned to meet the requirements of SSPC-SP3 by the Steel a) Notching: Maximum 1/6 depth within 1/3 of span (not allowed within middle third of span.) NOTE: IF PLYWOOD SHUTTERS ARE NOT INSTALLED PRIOR TO NO SCALE (SEE SHEETS S-1 THROUGH S-S) SCALE: e Structures Painting Council and shall be painted with shop primer 2.0 to 4.0 dry film thickness. b) Bored Holes: Maximum 1/3rd of actual floor joist depth and no less than 2" from top or bottom of joist. Also, in no case ,45 NOTED N C) Structural steel supporting wood framing shall be fastened to the wood framing with 1 4 clip angles " HURRICANE, HOME INSURANCE MAY BE VOIDED, THEREFORE IT IS THE ) PP 9 " 9 9 / P 9 are notches to be placed In both edges if the near sides of such notches are closer than 12 „ A � 1 • /14/2016 , U at intervals not to exceed 4-0 . horizontally, nor are the near sides of notches and bored holes to be placed closer then 12 ARCHITECTS SUGGESTION THAT ALL NEW WINDOWS ARE TO BE B MISSILE NOTE: ANY AND ALL PRODUCTS USED SHALL BE INSTALLED IN STRICT ACCORDANCE TO /A DRAWN BY: 52. Paint for structural steel: horizontally, nor are bored holes to be placed near both the top and bottom edges if the MANUFACTURERS RECOMMENDATIONS INCLUDEING BUT NOT LIMITED TO TERMITE SHEILD, CLIPS, CAD Shop primer: Tnemec 10-99, Tnemec Company or other accepted by Architect near sides of such holes are closer than 12 horizontally. TESTED FOR 180 MPH. (APPROX. 100% ADDITIONAL COSTS TO WINDOWS) STRAPS,SHINGLES,SIDING,WIDOWS.DOORS,INSULATION, ECT. ECT. ECT. CHECKED BY- A-1 of A-11 SHTS L-,4. 124'-10" I1"(PORTANT NOTE: TO SE 11 VERIFIED IN FIELDSINCESINCE THIS Is AN ALTERATION.itXISTING DIMENSIONS MAY VARY DUE TO WALLS 14'-0" 10'-2" 21'-4" _ BEING OUT OFF PLUMB, ETC-HOLD OL�DEDA 22'-1" 8-6 12'-9" As 'HOLD" oNLY. - _ OWNERSHIP AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF e PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY O• �6` THESE DRAWMGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION IV \ OF LOUISE A.AGNES ARCHITECT 18 PROHIBITED BY FEDERAL LAW AND STRICT ryj DROP TOP OF FOUNDATION EXIST FOR SUCH VIOLATIONS. / \ \ t0 PATIO SLAB FOUND. WALL OVER GRADE SEAM 0> / \ \ HATCHED AREA SHOWS RAISED / ! \ - •�, -I -T - -- - ---- - - - -- -- - / \ \ FOUNDATION WALL AS REQUIRED - / DESIGNED 81" DIETRICH ENGINEERING FOR MAX. 10'-0" HEIGHT STUD WALL (SEE SHEETS 5-1 THROUGH 6-5) / / \ \ ABOVE 1 110 ro { p �O \ (�• a �CSEE SHEETS 6-1 THROUGH S-5 �' �j• \� ��Nc'y / 1 / / oO �� IV °• FOR SLAB DETAIL) X 9 �° NOTE: FINISHED CRAWLSPACE BLAB TO >o BE ABOVE FREE BOARD, THEREFORE .� v m FLOD VENTS ARE NOT REQUIRED w N gyp¢ G�`,�, UNEXCAVATED t- FOR ALL EONDATION WA - I G LOCATION, PILE LOCATIO l� � e � x � I _ \ PILE CAPS, SLAB DETAIL, TCS. EER TO DRAWINGS 8-1 � � � ,�\O�' N � �gpFILL AT 12" INTERVALS, _ G I 4 TAMP EACH 12" TO S5% COMPACTION \ THROUGH 5-5 B`I' :DIETRIC I EERING -> N o BEFORE NEXT LAYER OF FILL p40 \ �y N) O P\ I 4 P.C. SLAB W/ 6X6 %/"6 W.W. L — 3 1314 "XIII /8 " N MES " I r, — (2)FL.JST S......... LL 4, LL— 4— 1;4 — I H OVER 6POROUS FILL \ � �I � yyGji G, � \/ '�{�� O d 2"X12" FLJST'S 16"O.C. N \ / N C2)FL.J'S O \\� X I DROP TOP OF FOUNDATION o\'x (\ r 4 >b`�\G @ _ TO UNDERSIDE OF SLAB ACCESS HATCH \JQ � \�� N N b, 13'-"I" TYP At 2 LOCATIONS) / �, \ 11 I I 0 t0 CRAWLSPAGE o �p �y ,,� o ,�'ot co U- \ \ -1 e ��p / = 5'-91/2" -0' S'-7" -0' 3'-8" 1 \ UNEXCAVATED � , 3� ® — — — — — — — — — — w N 34'-0" 4" P.C. SLAB W/ 6X6 06/06 W.W. MESH , m , OVER 6" POROUS FILL DEPRESS AS REQUIRED FOR FINISH rn " 15'-2 13/16" '-0' 34'-0" a Z 3 yy O CONTROLLED FILL CONSISTING OF w 12'-6" — — — �1'=8"- — — — 12'-6" \ \ / cA CLEAN INORGANIC MATERIAL PLACE ON LIFTS NOT TO EXCEED 12 INCHES DEPTH AND BE COMPACTED, IN UNDER , TO A MINIMUM S5% OF TD E MODIFIED INDEPENENTSUPERV(SIONPROCTOR DENSITY \ AT OPTIMUM MOISTURE CONTENT PER ASTM D155l. SOILS TO BE USED FOR CONTROLLED FILL SHALL HAVE LESS THAN 10% PASSING A 0200 SIEVE WITH 1 NO PARTICLE SIZE NO LARGER THAN 2 INCHES. ¢ p o 10'-0 3/4" 4'-11 3/8" "I'-0" 4'-11 3/8" 34'-0" 4'-11 3/8" "f'-0" 4'-11 3/8" 10'-0 3/4" a F i w 3 i z 26'-O'� 36'-0" 26'-0" 1J� U it 124'-10" 1 F-5!= 00 w Uv r Lu Lo • - - . - FOUNDATION PLAN . - _ _ - -z � _� U a) orn I . Ii ii it ii t -- .4j Q Z— � �t N X8 OR X8 WOOD POS ABOVE, BLOrK rLP LID TO FOUNDATION z Pa 11kz�� ,� of n FOR ALL FONDATION IUALLS, PIER LOCA T ION; 1 _ ! Q W _ o PILE LOCATION, PILE CAPS, 06a 5�2 DIA. EXTRA HEAVYSTEEL PIPE LSLAS D_TAIL: 11� ETC. REFER TO DRAWINGS S-1 THROUGH S-5 ABOVE ON 8"X1�"X318" STEEL PLATE ON NON w o o B)- ; SHRINK MASTIC, ANCHOR BOLTED DIRECTLY I:D z DIETRICH ENGINEERING P.E. ONTO FOOTING Q 0 ion 344 LENOX ROAD b u HUNTINGTON STATION,NY, 1114& SUJa W F STEEL COLUMN ABOVE ON A o SEE SHEETS 5-1 THROUGH 6-5 16"X318" STEEL PLATE ON NON SHRINK a FOR HEL ICLE PILE AND GRADE BEAM MASTIC, ANCHOR BOLTED DIRECTLY ONTO oRA WING NO.n+` - PRMCT No. Z FOOTING 1541 SCALE: Q AS NOTED DATE J/14/201� ' o A - 3 -DRAWN BY: L.E.W. Q CHECKED BY: A-3of A-11 SHTS L.A. 'O I it IMPORTANT NOTE: TVEFIDSNFSDEO BE VERIFIED SINCE THIS IS AN A�NRATION.ItXISTiNG DIMENSIONS �Y VARY DUE TO WALLS BEiNG OUT OF PLUMB,ETC-HOLD OA, DIM€NSION5c; AND THE ONES NOTED 124'-10" AS 'HOLD" ONLY. OWNERSHIP AND USE OF DOCUMENTATION: DRAWMGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND 22'-1" 8'-6° 12'-9° 361-01, 10 14'-0" 10'-2" 21'-4" SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCtAMENTS ARE NOT TO BE ANY OTHER PROJECTS OR ro'-4 1/2" V-4 1/2" 12'-1" 16'-1" 1'-1011 3'_411 6'-'i" 4'-1" USED N WHOLE OR M PART,FOR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE Ay AGNES ARCHITECT iS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. ry ?I ik � it. GENTERL INE OF WINDOW RAISED CONCRETE PATIO UJiTH ,�.�•m SHELVED 91-411 OK FOUNDATION FOR SHEARWALL h `F � (3) 4'-0"XS'-0" (SEE DETAIL X-X,SHEET "i) 5/8"TYPE 'IX" GYP. BD OCEILING RAILING AS PER CODE, y \y GLASS SIDING CTAP ND SPACKLE DESIGN AS PER OWNER r5., - \ O DOORSCI2'-0" O AS PER CODE)ENING) � S' A �O S6 FWCsi6080-4 TUU384ro TW384ro TW3846 '1C11 LABEL SELF e 3 CAR Obt CLOSING DOOR GARAGE \ O _ _ I t 12'-10"CLG.HT.) sT S r O C3� 13�411X1�" M=LAM I. II � ELEv: 2'-1011 6,oc TW3042 TW30 42 i 310 FWH3180 5/8"TYPE "X" GYP. BD ON RECREATION LIVING DIRECT VENC - P 0ct) KiTCHEN GAs FuRN. I 2 2 2 C2) 211x1 CEILING AND ALL WALLS ROOM N ,Ai�E,4 `4 (10'-0"CLCs.HT.) }� w TAPE AND SPACKLE 1 COAT MIN. (10-0 CLG.HT.) p (10 -0 CLG.HT.) O WASH. DRY.if ~ 'l . ,_ II �IO �_ II 11 I II I 11 1-0 = p 35 0 2 , 6 -0 / O SAUNA �� LAUNDR�t'� 24'-0" ~ _ 5'-0" 4'-m" - MEC-4. MUD , e, (10'-0"GL ) O I� - @ O (10 -0 CL H .)�c1\ -011 3._ _ xint X��--- —--- ---— --—- � - _ U- BRIG �p FLUSfi-} I T : - 0 �n WALL \ / �4 @ MASONRY FLUE QV (�/ _ _ N w I 4 FIREPLACE To g �-C� NA !flu- 00, tL `� G 0 BE DESIGNED... : t - - -' U 3 /r / / Q' ��O' Q 1 u1 . (2)F JST BY OTHERS (VW.O.) 1 . .. ... ... U�9 O �� . . „m �`� U-i - _ — T. -_ f I 9 .9 = MECH. HANGER / REF. - - - �o 0 4 @ / CHANGING - - _ FOR 6 KIPS S\ (10 I I CLG.HT.) _ 4'X1 11 AM ttt 0 P - - - PLT.HT. '' W O. MECH. HANGER ACCESS HATCH - - 1 a FOR 5 KIPSIL - 'C \� t0 CRAWLSPACE = U 1W N 11 " y�P II 11 II OR STAIRS DOWN - LABEL SELF - - u, C L B r" CLOSING DOOR e cHANGi G G _ ... ; D IN1NC AREA/ PANTRY o / 5/8 TYPE x GYP. CY1L1.0.) - `r 2 STORY/SLOPED "2 � BD ON CE,LING 0 3 / ADD WEB STI ERS - - - RAILING AS PER CODE / N N e (TAPE AND SPACKLE N / ,� At CONNECTIOIs ' AS PER CODE) ...: O DESIGN AS PER OWNER e, OPEN TO .I I. CROSSI IATGI-IED AREA SWOWS - � P c LABEL SELF ABOVE - HALL -_ S. \ = CROSSNATCC-IED AREA SHOWS 12'-fel' PLATE HEIGHT ABOVE a _ \ CLOSING DOORS M MECH. 12'-0" i AtE.HEIGHT ABOVE FIRST FLOOR ~ �4 1JI1 \ I LnI �i FIRST FLOOR, BREAK SPAN UP.. w �ATH 41- /Z1 4-0 R Ota, taE .� �'e ® 10'- "CLG.Ht AS SHOWN ON SECTION B.g U .: FINISHED FLOOR :: .,. :.,: ... 9 H �/ / / O Y: 0'-0" BR OM X04 // 4Q ) c cq l2) lg/411X11�a�1 =LA P P / �P DATUM ELE .r (1 HT.) e, \ I. II GL / - o 0'-0"CLG ,�•.�... \ c� DIRECT VENC Xl� - - � � I�CLG H t� N GAS FURN. / \ SUPPORT BEAM \ _`�6•, c0 /�` / \ SU O A1�1S \ \ /�,r >- �� ON WALL \\ �? / / O W Rt BE \ \ l7 / 2i'-10" ? . . 3'-2°01�OAF..:.. 41_011 m U l / (9'- "CLG.HTJ X 0 // \\ :(2) 3/4"XII?/4" AM_ // \\ \\\\ X p- (9'-'i"CLG.HT.)Z17- rN - (2)111X10" - \ / TW3852 - TW3852 \ / - - � � � C2)2"X10" � N I I i t I JI \\ // I o d j i I _ BOX OUT t0 I I I I BOX OUT t0 L A \ / 5 � 8 1 \\/� I0 I 0 �9 % u MATCH DROPPED ( I COVERED I MATCH DROPPED \\/� 61 wj XI 1 1XI _, U BEAM BEAM xl I IX � I PORCH I I � Ao` / N 1 / \ a \ \ INI x11l9-7 cLG.Nt.) II \ I� 1 / X I I ° I I I I I I x0 / \ (2) 13/411XIII/4" M=LAM (2)1"X811 (2) 13/4"X91/411 M=LAM - - - - - - - - \ 110'-411 r-baWT.) j ACQ POST WITH COL. ��\ / \ /.`�/ RAISEED BEAMS AROUND o RAILING AS PER CODE, ENCLOSURE, DESIGN AS .�-H' OCTOGON FRAMING AS REQUIRED w TO ALIGN FACIA BOARD WITH DESIGN AS PER OWNER SELECTED BY OWNER (TYP. OF 20) +r@.� \\ // / � - \ SHED ROOFS w j„ - - STEPS DOWN AS REQU'D V' .-. o \ - - �Iv'�I� / TO MEET GRADE '-i 1/411 '1'-11 1/21' ' 12'-6" 9'-0" 12'-6" 'i'-11 1/2" '-1 1/4" 10'-0 3/411 4'-11 3/61' 1'-0" 41-11 3/8" 341-011 4'-i1 3/8" '1'-0" 4'-i1 3/8" 10'-0 3/4" Q w BOX OUT/LOWER BEAM AT v BOX OUT/LOWER BEAM AT OCTOGONS TO MATCH OCTOGONS TO MATCH PORCH BEAM (TYP.) W I z c°Oo PORCH BEAM (TYP.) U Lu U" \ W QE /` I-u- ( 0 —o � Yc) 04 l u n I u 1 n u n <P= I(p m a z_- � tet' `- 11'-5" 17'-0" 36'-0" 1�'-0" 8'-II" 19'-6" w lU Z J �^ �z ` z �^ Q c�W � n'- `l a¢co Q"`� X 124'-10" Lu O Q F F- u- FIRST FLOOR PLAN FIRST FLOOR FiN. SPACE = 2,410 SQ.FT. �-- �'m z IL scALE:i/411=1'-0" SECOND FLOOR BEDROOM AREAS = 1,652 SQ.FT. Q O o 1 , C CAT WAL< = 302 SQ.FT. b- 8 -� P 4"X8" OR 6"X8" POST BLOCK SOLID TO TOTAL SPACE = 3,993 SQ.FT, VOUNDATION BELOW Q FRONT COVERED PORCH = 821 SQ FT. w �FO NDATION, BEAM OR POST BEL41IX811 OR 6,11X811 WOOD POST OW ' BLOCK SOLID GARAGE = -194 SQ.FT. DRAWING N0. PROJSCALE, ]Ei 41 scalE: d SW W 8 X 31 STEEL COLUMN DIRECTLY ONTO AS NOTED Lu FOUNDATION BELOW AND UP TO STRUCTURAL RIDGE A - 4 g/14/2016 DRAWN BY: S 512" DiA. EXTRA HEAVY STEEL PIPE ON DIRECTLY L.E.W. a ONTO FOUNDATION BELOWn A-40f A-11 SHTS CHECKED BY: O L.A. IMPORTANT NOTE: DIMENSIONS ARE 1*1 AND ARE E VERIFIE D AOLL5DM FIELD SINGE DIMS IS IO A 7 RATION EXISTING DIMENSIONS AY VARY DUE TO WALLS BEING OUT OF PLUMB,ETC-HOLD O.A. DIMENSIONS AND THE ONES NOTED 124'-10" f AS 'HOLD" ONLY. 10 OWNERSHIP AND USE OF DOCUMENTATION: DRAWMGS AND SPECIFICATIONS, AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND • 22'-1" 8'-6" 12'-9" 36 -0 14'-0" 10'-2" 21'-4" SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE "I'-0" USEANY o HER SECTPART, pR'FOR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A AGNES ARCHITECT 18 FROHI51TED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. 0> ol 8'-411 6'-6" 8'-411 6'-5" , ,V 4'-21 1 41_21 1 4 I_211 41_211 % _ CO loll / CROSSHATCHED AREAS SHOW �: 2'-4" WIGI-1 KNEE WALL--., ALL SHEAR WALL CROSSHATCHED AREA SHOW 1%" PLYWOOD ON ��DR001"f \ � PLT.HT. BOTH SIDE OF WALL UNDER %� GYP. BD.FOR SHEAR WALL � PLT.H7. / e i \ SD (9'-0"CLG.Ht.) \ INSUL. ACCESS � PANEL,��' \ OCATION Wlrl-I OWN>= -TII�3®ora -r-tW3046— -TW304fa -r-TW3046 ��j P t. Z", (tYP. OF 3) INSUL. ACCESS / {� o` ?�� " ,? PANEL, VERIFY / \ ? ��' I 30 A•4 ,c ?. ZLocArl N WITH OWNER � OG•�.� �6 (TYP. OF TW3046 TW3046 I I TW3046 TW3046 �So r nA I C4T1,/ g, �rFQ C� 51 _41 1 G I � I G� I !1C!! LABEL SELF e,, 0 PLTT.HT. I I ;' I PLT.HT. I I I PLT.HT. CL SING DOOR i4ALL \ 946 I I e i I I I (9 0 cLG.Hra �/4 ® ?3,/� MASTER - o ��4� `� I y - I J' I I o �� SD � �� DROOM e ELEv:+11'-3!! I I y \ I / `° CATUJ�4LK I // - . ..: I I ELEv:+n'-3" , ®n V� 1 26,1 e � .4 RAILING AS PER CODE DESIGN AS PER, OWNER _ \ QTH 0Q a, V o� I � MSG � . _. M-ASONR'F- � . .. 41-811 p/ W �q 4 FIREPLACE ro - ;4 q �' Z6 - / - i � G� 1 r =m w � ;:,:.: :;, . .:...:: ::.. .. ::..,. / „ 1L. fj...,:.Y ..... IN - � BE DESIGNED ;::;::;s : 5 8..T t'PE.,:.X..GYP..BD UN CE I L G W S- BEARING WALL J -� (TAPEAND SPAGKLI=:AS::P1=R GODS) - �0 p Lt.H ,� p �111 VARIED-PL I. Flt - U 8 10 o -� -� i to 4- U ua BEARING WALL s- Lt d1 DRE S FURN.— -- '` _ _ c4, T.HT, v \ W.�.C, ai q 0:4 W/ VARIED f Htry x� 1 - -: - - - - - - - -- - - - - - �� N—T� — - -- -- -- - - - - - �, / �, DI RE VENr ,A \ cr 0 ' s, I �ELow s - GAS FUFN. .O.) 5/8"TYPE 11X1 GYP. BD N ILING M,4 .... r- (TAPE AND SPACKLE A PE CODE THRO M 5EDROOM CIA - - (9 0 CLG.H - 4 12 0 LADE III P . . .. N 1 Ht A O _ a� s <. E G B vE.. "1 6 �, i s \ 12 0 LATE ... . . � : ::... : ..... �. _. �::.;..,.,........,....... � .... .....:..:::..:..:..............:.:::....� ..::- :;;;:.; ��.. - � Ca > \ ki P FIRST FLOOR ... pe 8�, PLT.HT. 0 HEIGHT ABOv1=. C 4 TN ( �.: G��N C�TN. (7 �' FIRSt FLOOR �T � C\ CT k 35'-0 G�- 1 Cz I . 6 �- . - y� o I �p �,• I � I 1 / Seo �` 1 � .�. 6 f ? 5'-0\ Cly . .. \ I PLT.HT. 5 f ST Tl ST Ti SAT 1 GIA Y AR 0' 41 2 !! 81 4! 1 5 w CROSSHATCHED AREA SHOWS "XS"RR'S "XS"RR'S 1 "XS"R g16 O CR S CROSSHATCHED AREA SHOWS 4" PLATE HEIGHT !I X16 OC. X16 O.C. X16 O.C. I sq 4" PLATE HEIGHT w ; s �,\� - C o - � l F > cjj _ h- e w O i = Z N ro 8'-11" 11'-0" 36'-0" 11'-0" 8'-il" 19'-6" ' I I I a n` I 124'-10" cc U w ,pi �L- Q 00 _ — C ® 6"XS" WOOD POST, BLOCK SOLID TO BEAM, _ �— _pi c � o) rn - -�- SECOND FLOOR PLAN - FL J5T'S OR POST BELOW p- > N —I 5CALE:I/4°=1'-0" _ Q cin¢ i z— � - N J� 6"X6" JACK POST TO UNDER5IDE OF RIDGE OR H1P' � J)- '- w Ln ` L �z�=.J CO n(1! o— n' LL I Q E D C) X 4 wo o i u 3�W z 4 CL U �t U d y 7 � 7 � Q Ld »DRAWING N0. PROJECT NO. SCALE: NOTED N ® A 5 CRAWN BY: L.E.W. 4 A-5 of A-11 SHTS CHECKED BY: y O - L.A. IMPORTANT NOTE: ALL DIMENSIONS ARE (a)AND ARE TO BE VERIFIED IN FIELD SINCE THIS IS AN ALTERATION.dXISTING DIMENSIONS MAY VARY DUE TO WALLS BEING OUT OF PLUMB,ETC-HOLD O.A. DIMENSIONS AND THE ONES NOTED 40,_. Y. O P"AND USE OF DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTM.11ENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR M PART,FOR ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. \ SIi"IULAR TO \\ / C 8 \\ CROSSHATCHED AREAS SHOW \\ t 2'-4" HIGH KNEE WALL FULL SNOW 4 ICE GAURD ON FULL SNOW 4 ICE GAURD ON \\ ENTIRECsABLE END WALLS ENTIRE GABLE END WALLS \\ / JpI " PLATE HE 9'-0" PLATE \\ HEIGHT \\ 12 12 � - t. 1 - � HI E IC t L DU 1�IE A E ® / P E L HI I I HEIGHT BEARING / \ A D A I D t I A I G KNEE WALL BELOW K EE WALL BELOW \ (1) 13i4'X A' I IA 1 rio S U I 1) 13/4"X14" M=LAM. ry !\ S G I S R G I E E .+..»-n».csw.w....r .........-... _...-w4- .ww.w .ws...w.....+ww,».. r+:...+... .....«.w......,.w.. .. s•v.,...a.wr.w.. .++n+,.- .w .. ... ,«. ...u.... .. ..-r.- -. a . w ,. ... . ......... ,...wa_..._,n.V .wm..r...+.. ,rawu ....i,.............«rc-.u,»..w.,...nY..n.:m N+......,u.» .w.. - ...+..d.«.».... .. v._,.,e...e ._,+. ..+.Y r,.... ..e. 4 PLATE HE IGHT n �o ry 411 PLATE HEIGHT ni Ole IA— _ _ lL > 21 / IGHT ABO �'' �,, E \ \ FIRST FLO R 12 '� FIR t FUO R, / \ / \ \ o ' J t W \ N N t RR'S R 21 "XS" R'S X "XS"RR "XS"RR'S 16 O.G. o16 O.C. Z g " �16"O.G. � "O.C. � cn FULL SNOW 4 ICE GAURD ON o r ENTIRE GABLE END WALLS FULL SNOW 4 ICE GAURD ON v� ENTIRE GABLE END WALLS �y Lr- I 10 1 � O X %D t i w ' 3 1 � x F ROOF 'PLAN N Z 3 i 1 Jp STEEL "I" BEAM COLUMN TO UNDERSIDE OF R'JDGE ' fi SIMULAR TC (` J 4"XS" JACK POST TO UNDERSIDE Or 'cv� �3 �� Co Lo PROVIDE LOW PROFILE RIDGE VENTS ON ALL � U 41 1 w¢ ' RIDGES 1— 00 U�n > civ ALL SHADED AREAS SHOW ROOF OVER ROOF iQN� I _ N i sCr zCID (� INSTAL 1 SUBDM'NOMELT CONCEALED NEAT — =�_ Ir rcc--)J GABLE ON TNERI-105TAT TO F"REVEN T ICE —1 �_`N° [ X —� 1 LU!±5 Oz U oL Lu 1DRAWING NO. PROJECT NO. 1541 •' ' SCALE: 4 AS NOTED ® 6 9/14/2016 DRAWN BY: L.E.W. e A-hof A-11 SHTS CHECKED BY: 1 O L.A. .__.>.•.... - . .. ._ .-. .... . . t...sm .._ •ti...arcnr.ar..v.:..-�": - Jaa,. ...,a...r..r.. — s,e-:d. - n..a,—,a..r... - —.#.::` - ..uw«.u.< - 'bnu.:.+S)r- .-_ i Fra ter.- ,aao«..u......1.`vt•."__o:_.caucu.i'- - ..:«: I IMPORTANT NO TE ALLDIMENSIONSARE W AND ARE THIS 19 VERIFIED N AALTERATION.ItXISTING DIMENSIONS MAY VARY DUE TO WALLS 5 LOW PROFILE RIDGE PENT DIMENSIONS AND THE ONES NOTED AS 'HOLD"ONLY. 3 BEINGS OUT OF PLUMB,ETC_HOLD O.A. 13'-3" OWNERSHIP AND USE OF E TRUC RIDGE CSE PLANS) I „ DOCUMENTATION:IF CA I LOW PROFILE RIDGE VENT ROOF RAFTERSm16 O.C. DRAWINGS AND PEG I TONS, STRUCT. RIDGE (SEE PLANS) p'_311 _p1, (SEE PLANS) AS INSTRUMENTS OF .J PROFESSIONAL SERVICE,ARE AND \ lo SHALL REMAIN THE PROPERTY CLGJST'S/TIES�16°O.C. OF THE ARCHITECT.THESE ROOF RAFTER5616"O.C. DOCUMENTS ARE NOT TO BE \ RARER TO RARER USED IN WHOLE OR IN PART,FOR 2 4 (SEE PLANS) \ (SEE PLANS) ANY OTHER PROJECTS OR PURPOSE.TO MODIFY OR COPY \ THESE DRAWINGS AND SPEGFICATIONS 12 \ PROHIBITED M FEDERAL LAW AND STRICT CLG.JST'S/TIE5s16"O.C. \ 12 ATT I G WITHOUT EXPRESS WRITTEN PERMISSION RAFTER TO RAFTER ATTIC (SEE PLANS) (NON STORAGE) (NON STORAGE) EXIST FOR SUCH VIOLATIONS. LINE OF ROOF IN FOREGROUND LINE OF ROOF 15EYOND - -- -- -- — \ - - — - - I � � I 1 RAISED BEAMS AROUND / \ T _ OCTOGON FRAMING AS REQUIRED TO ALIGN FACIA BOARD WITH o� SHED ROOFS a 4" PLATE HEIGHT MASTER 1 EDROOM I ATTIC FRAME OUT BOTTOM OF BEAi'"I / Y TO MATCH OTHERS -411 1-411 F- I 4"X4" ACQ POST WITH COL. - ENCLOSURE, DESIGN AS IIII IIII 6l I 1 SELECTED BY OWNER (TYP. OF 20) _ IIII IIII -� IIII IIII _ CL CL e a l ill l ill E EV:+4'- I e e IIII IIII I e r ' IIII IIII LAUNDRI' CHANGING RECREATION ROOM IIiI IIII I 1 FOR ALL FONDATION WALLS, PIER LOCATION, FOUNDATION 81' : DIETRICH ENGINEERING P.E. I i 1=1 1=1 I I I=1 11=1 1=1 I—I I —I 11=1 1=1 1=1 i—III—I 11=1 11=1 I i-1 11=i I I i —I 1=1 — i PILE GAPS SLAB DETAIL —III—III—I I1= —I I1=1I1=1I1=1I1=1I ISI —III—III—III—I I_I I III—I 3�4 LENOX ROAD III—III ,I PILE LOCATION, i l i'' HUNTINGTON STATION NY. 11146 1=111 I ETC. REFER TO DRAWINGS 5-1 THROUGH S-5 ITI-111-III=111 1I�ITI-ITI-ITI-ITI-1111 III-11I-ITI-III- it CRA,ULSPACE III 1- 8`t' . 1-111-1 -III—I 11-1111-i 11-III-i 11—I Irt11�I 11-III-III-III 11 CRAWL-SPACE I - SEE SHEETS 5-1 THROUGH 6-5 ..,w_.._ H L.. .AND.._�..._�.- 4.. _ - FOR HEL ICLE. PILE GRADE BEAM 344 LENOX ROAD I w HUNTINGTON STAT I ON,NI'. 11146 I SECTION A-A SEE SHEETS 6-1 THROUGH 5-5 SCALE:I1411 FOR HELIGLE PILE AND GRADE SEAM CONTROLLED FILL CONSISTING OF CLEAN INORGANIC MATERIAL PLACE ON LIFTS NOT TO EXCEED 12 INCHES IN DEPTH AND BE COMPACTED, UNDER INDEPENDENT SUPERVISION, TO A MINIMUM SECTION B-B j c OF THE MODIFIED PROCTOR DENSITY SCALE:i4"=1'-0" AT OPTIMUM MOISTURE CONTENT PER ASTM D1557. _ SOILS t0 BE USED FOR CONTROLLED FILL SHALL HAVE LESS THAN 10% PASSING A 0200 SIEVE WITH NO PARTICLE SIZE NO LARGER THAN 2 INCHES. g _ LOU) PROFILE RIDGE VENC UNDER GOP SNOW AND E G URD ul t` ` '� STRUCT. RIDGE (SEE PLANS) PERFLASHING 12'-6" 12'-6" O 2"X6" FRAMING MEMBERS TO CONCEAL LOW PROFILE RIDGE VENT STEEL BEAM AND/OR CONCEAL HVAC IVJ STRUCT. RIDGE (SEE PLANS) (VW.D.) 4" THICK P.C. COPPER FLASHING TO PROTECT Ld o SLAB FROM INSECTS d DECAY 12 ROOF RAFTERSg16"O.C. = (BEE PLANS) I ROOF RAFtERS•�16"O.C. 12 04 REBAR 12" OG., EACH WAY 2 �4 (SEE PLANS) - - / \ 12� CLG.JST'SlfIESm16"O.C. e \ _ / \ \ 95r, COMPACTED FELL -D � ATTIC RAFTER t0 RAFTER 1 CUT IN BIRDS MOUTH / / \ I ° °� (SEE PLANS) (NON STORAGE) � ° 11 11 z 2X6 CRIPPLE WALL UP TO -2 �_ _ _ 3"X3" SLOTTED '-4" v� WASHER PLATE > . UNDERSIDE OF ROOF RAFTERS — — — — — — � TRIMMED OPENING I 611 '9�d ,s w BEYOND ANCHOR BOLT 1 DOTTED LINE SHOWS (t) IS GIVEN SINGE INTENT ( / SLOPED CLC. IS TO HOLD PLATE AS SHOWN i / BEYOND I I I WALLS BEYOND AND KEEP 6" FROM SOTTO 4" PLATE OF DORMER WIND -I ° HEIGHuj T 0 a o'► / RAILING DESIGNAS ° °d FOUNDATION BY: s Q PER OWNERRAND AS C DE CA WA � 4 °% ° KURT DIETRICH CL. BEDROOM � I_ II ATTIC d GRADE BEAM BY: w o KURT DIETRICH _All N Z Y S O.H. 1-411 FLUSH STEEL "I" BEA 4 d (SEE PLANS) O.H. ° 4 ° PILE CAP BY: _ KURT DIETRICI-I ? a i � I 00 s cn - ! ! DETAIL X- X — �Q \ - I /' Y tet' COY RED _ IN INC — L I IING @00 _ � Ln M . SL.A5 LEDGE - . — - . — �� w o m 1 ; PO CH JAREA \` A 'a I SCALE: 3/4" = 1'-m" 3 CAR GARAGE c� q Q Q '- N - >>J^ : a� x ' � � ' ' �� Mk N-l�?'�� _ �• II �� 5/S"TYPi= 11X11 GYr. BD Ole 1 W z - -- -- I = li"IPORTANT NOTE: ALL DIMENSIONS ARE (k)AND AIRE TO BE VERIFIED IN FIELD SINCE THISDIMENSIONSiAN ALE VARY.tXISTDUE TO WALLS } THIS IS AN ALTERATION.EXIStING BEING OUT OF PLUMB,ETC-HOLD O.A. C DNLD ONLY THE ONES NOTED40 I SEE SHEETSASSEE -5PEET6 DOCUMENTATION: (STRAIGHT ON VIEW) FOR INFORMATION LOW PROFILE (STRAIGHT ON VIEW) FOR INFORMATION DRAWINGS AND SPECIFICATIONS, RIDGE VENT AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE HIGH POINT OF RIDGE DOCIAMENTS ARE NOT TO BE USED IN WHOLE OR N PART,FOR LOW PROFILE LOW PROFILE - PURPOANY SE.TO MODIFY OR COPY RIDGE VENT RIDGE VENT C THESE DRAWNGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT M AN HT. EXIST FOR SUCH VIOLATIONS. \ BLIND ALUM \ \ \ FLASHING / \ /, \ , BLIND ALUM \ i , FLASHING / BLIND ALUM // \\ — / / // HIGHEST PLT. 6 2nd FL. \ FFfl 7 I I I I \\\\ I I I I 3: 3: /// BLIND ALUM / FLASHING / \\\ 1U304 04 TW304rc TW3046 TW3046 TW3046 TW3046 TW3046 TW304ro W304ro 3046k::&�4j& 304 \ BL IND ALUM \ \ --- LASHING - - - - - - FLAILI DINGU / ' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - — - - - - - - - - - - 4 Z em C4 lu u- m TU13042 TW3042 T1U3046 TW3046 F � T 38 6 T 38 T 84 WH318 FLUG80-4 I( - LIFTLI E DO.) . ,,, ..... . .:,.,..:.... . IS .a4T10.,..,....._....., . y,....:......: . I -... t _...,... .. ,...., .. ......,.._._.... .. .-...._......,,,,-a.,:.-,.,<•._.,:: _.,.........,., ..,. .:._., .:._..,,,.:...... .......,.......,_ .,,_ . .. .......... . ._., _._..m.........,_w . ......,_..._.. .....r .. _......~ -. ,. ,....,w..,-.........,. -- - ,.,w...a ...,..«„»,.-. w-..,.,, _... _.,.. .. .. ,.a__ .._.. _, __ ...... . . ,.. ..,-.»............ ..-.-.-,..-.-_ � SCALE:1/4"=1'-0" .9 1 ANDERSON WINDOWS HAVE A I5%. RETURN CHARGE ON STANDARD * WINDOWS (IN STOCK) AND WILL NOT ACCEPT RETURNS ON SPECIAL ORDERS. CONTRACTORS/OWNERS TO VERIFY THAT WINDOW SIZES C SHOWN ON THEIR PLANS ARE CORRECT PRIOR TO ORDERING — WINDOWS. RETURN CHARGES / NO RETURNS ALLOWED ARE THE EXISTING AVG. aRAD-F -EL=-V.6 9L'SAGO' 0 C RESPONSIBILITY OF THE CONTRACTOR. SEE 51HEE16 ----- � --- FLOOD zouE AE6=ELEv: + 6�-m° — N (STRAIGHT ON VIEW) FOR INFORMATION LOW PROFILE SEE SHEETS -- RIDGE VENT (STRAIGHT ON VIEW) FOR INFORMATION ' i HIGH OINT OF RIDGE FULL SNOW 4 ICE GAURD ON e_. - FULL'SNOW 4 ICE GAURD ON ' ENTIRE GABLE END WALLS ENTIRE GABLE END WALLS / MEGAN HT. / . \ BLIND ALUM2 1 / \ FLASHING 2 1212 12 \ 12 BLIA UM \ \ HIGHEST PLT. s 2nd FL. m m � FLAIN S \ — \ � 1 / \ BLIND ALUM SIMILATED CHECK RAILS x BLIND ALUM FLASHING \ \ AT CXI45 CASEMENT WINDOWS FLASHING 12 12 o ( 12 12 \ \ \ \ (TYP. OF 12) f N a �.IND ALUM f2 \ \ \ \ \ / FLASHING 3: CXI45 cx14 I CX145 Cx14g -� X1 Xl / / X14 X14 / / / I TATIONA TATI01 I I TATIONA TA710NA CL \ \ \ 14 SC14 \ \ 14 14 a i - - - - - - - - - - - - / - - - - - - - - - - - - - - - - - - - - -- -- \ , r- N lu-17� Q1J w N � fL 11 C3 3 m ry m 0 V i I I TW20310 TW3852 I! �-j i - I- -- , I ! TIW3852 TW385. U PROPOSED ELEV. LjAS PER SURVEYOR 1.1--1 §U v - -- -- ELEV. 14.0' r U I W Q zz 00 i r li i I i � c 0'- L0 Cy) �- IDCNcn �- 1 i 1W¢LLI -4"X4" ACQ POST WITH COL, r w J r� n EN,LOSUR DESIGN AS I u� — :Q--(Do co t SELECTED BY OWP OWNER (TY . 0= 201) .� X � LINE BEYOND I i � <iw = n RAIILING CODE -1 PER COD , - LEV:B'-ra FRSE.BOAR✓ - _ � w LINE BEYOND I DESIGN AS PER OWNERFFZONI LEVA O EXISTING AvG. CRADELEY:6.9 SA1 '1-0,' {- Cn STEPS DOWN AS REQU'D SCALE:114"=1'-0" „ — CN FLOOD ZONE AE6 ELEV: + 6 -0 _ p W TO MEET GRADE ui u z Q0.' 0q � � N Z .DRAWING N0. PROJECT NO. m 141 3 SCALE: 4 AS NOTED ' Q 9/14/2016 o V -� DRAWN BY: L.E.UJ, e A-80f A-11 SHTS DECKED BY: 1 O L.A. - .. -..;:a:, -,.-. ... .a^- -- .--.._. ..=.:.,w,. . ..- .. . . 4 - •ra. :..,r- _.,__.,;,z„ .._ ..... .,s _.: ..._...---_--- a ......a.... ,.t :ti..:...u....w........,m.......—.w_.. ._, .,,z...:...,:.- - .. ._ <.., - . . t. .-a.:...,......x., _ I� IMf=QfRTANT NOTE: TO 5E VERIFIIEDSINFI LD AND ARE THIS IS AN ALTERATION.itXISTING DIMENSIONS MAY VARY DUE TO WALLS SONLD THE ONES NOTED RIDGE VENT ASHOLD' LOW PROFILE BEING OUT OF PLUMB,ETC_HOLD OA . OUNERSHIP4ND-USE or - _.. . \ DOCUMENTATION: �4 BLIND ALUM DRAWMGS AND SPECIFICATIONS, AS NSTRUMENTS OF r FLASHING PROFESSIONAL SERVICE,ARE AND 1 12 / \ F R� SHALL M A �GT E PROPERTY O USED ARE NOT TO 5E UDOCU-MN44OL OR M PART,FOR ANY OTHER PROJECTS OR COPY THESE AND SPEATIONS WITHOUT EXPRESS WRITTEN PERMISSION BLIND ALUM FLASHING F ROHHIBIITTED 8 FEDERAL LAW AND STRICT \ EXIST FOR SUCH VIOLATIONS. SIMILATE HECK RAILS /�/ \\ AT CX14 ASEMENT WINDOWS z\ (TYP. 2) r--x 145 - - - - - - / - - - - - - / / \ n � - - - - - - - - - - ' - — — — — — — — — - \ 8 9 1 ## z � 0 61 { 0 0 RAISED PATIO i i s I IRIGHT elIDE (FOREeHOF'TENEP) SCALE:114"=1'-0" (SEE SHEET 01 FOR STRAIGHT ON VIEW) RIGHT 51DE ,.w ......., .. .... ,._, . ...a,.,._m... _. .K_., ..,. ...F....,.. r ., .._K, ,. .....�,� ,mom...... .,.... .._ .....�... ....,...... ,....-„ .... � .., .w, . .. .. ..�:.. ........,, . , _.. .. ._. .... ... , ,.,._._ . _ . ._ . ..._ ,..__... ... . . .. .. ..., _,_.. ,.. ..._ a a 1 ANDERSON WINDOWS HAVE A 1551. RF-TURN CHARGE ON STANDARD WINDOWS CIN STOCK) AND WILL NOT ACCEPT RETURNS ON SPECIAL ORDERS. CONTRACTORS/OWNERS TO VERIFY ?HAT WINDOW SIZES SHOWN ON THEIR PLANS ARE CORRECT PRIOR TC ORDERING WINDOWS. RETURN CHARGES / NO RETURNS ALLOWLD ARE THE RESPONSIBILITY OF THE CONTRACTOR. N— \ �D� PROFILELOW O RIDGE VENT ` cr 4 Li _ � w N � m / \ BLIND ALUM FLASHING / 4 BLIND ALU FLASHING / r ? o LLJ \\ \ \\ \ I IL \ \ Cxl c145 - - - - - - - - - - - — — w o i L F t i 3 — — w camLu 11 El Z t F71 1 l F 4 + TW304E TW304C- I z ( TW304 ITW3o4 i I ^n- 0 TW20310 F- 00 LH IU6 — 1 w¢ ;.n 00 U I— RAISED PATIO fr- o � ` a Q Z � N i; II z L J F=��CO 1-G-- ` w Lo x Li LEFI 51DE LEFT 511DE (FO1RE5HOSTENED) wo SCALE:114 =1'-0” 1� Z L ELEVATION n � (SEE SHEEP 11 FOR STRAIGHT ON VIEW) � SCALE:i4 =1 -0 112 - w z Qu' 0 1 O Q a d) r 3DRAWING NO. PROJECT No. I 1541 SCALE: " Q 45 NO 9/14/2016 A - 9 1 DRAWN BY: L.E,W, A-- of A-11 SHTS CHECKED BY: O 1 L.A. b... :.....rwem:.r^.v x..3v..,.r- _._.- _...a. ....,.'. .-'_ ... .. _ _.. ,. ._ - . .- .. : - i...f wvwA'...- .ffim+,. ..c.bv1v. .. . , - ,. - , - _- '. .+.&cm<s.. u.sr+a's: - .,'va+.i.®.v.,ra..tw..W..rrs:. - '.i,+..:_........:w..s _ >i .. a$.3u.S..•., rw w...wuer,Sd .tea^•• - 3u+ta. atsrrL-A L`r —.ti]Y.,Y .'W.. •••-.. '-_.r-a:.faY.i.,:Y .'+{..i - - a.i ...,..., r9s.w.aa.r,...LL, rSrr iaW.. ._.1:.J...i.. .-8.e.s. .i'uu.—r,Tm.dR .m IMPORTANT NOTE: ALL IMENSIONS AIRE (t)AND ARE THIS IS AN ALTERATION.EXISTING TO SE VERIFIED IN FIELD SINGE DIMENSIONS MAY VARY DUE TO WALLS zI IMENSIONS�ANDLTHE OENTES NOTED� ' A3 "HOLD" ONLY. . 9 ., _ -.. ,^ ... -.v z-.' t w. at,. .vG , .. ,r ..,.. w. > .. i• r . , , , r[s. - n :u - _ .. .^ery-. ..[ .. -„>,.¢, 4 .•`r :. .^5- .. »Y.r+ _ .r' F*C's - ..w.,»r .. ,.. - .t R`' .. .a++ ., _ .,. .^+:k^',.• -- w. , ^r, , •.} ' r OWNERSHIP AND.LISE OFA 00G1NtENTATION: . V DRAWINGS AND SPECIFICATIONS, � AS INSTRUMENTS OF PROFESSIONAL SERVICE,ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED IN WHOLE OR IN PART,FOR J ANY OTHER PROJECTS OR n PURPOSE.TO MODIFY OR COPY THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION OF LOUISE A.ACMES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. / \ BLIND ALUM / \ // \ FLASHING F I I I I = z F2 CX145 CXI45 I I CX145 CX145 I (L 0 0 - - - - - - - - - - - - - - - - � a� r , 4 i vl 0 @ @ @ 1 7 3 9 ..n-x.AIDx$`T'�' ww�*xekradraw.+aa,Frb.str,WY..s,•rw«Mw.id->wwduwwMwuW1:+M+aa++aL.,l.ei�YY+.+M •..^' ..�vbwW+ ... : ..✓:.:u..+r�ti,,.,.n+++'w '.Miwn++,lbl.Yybfw.`M.+r•Y.ba-»+Ma...•rYw.,.._•—»a—.+--.w•w+..e...-...w-.wvSn.+t'..ruYv+:_.tia+Favv.✓.Yr+yr.elYuc;+1-w.-e.-..,•+Ma..w-..w._.a..+yr%w•ro.++aHo•W .wa.w !5an&°"� - f+w.rwha, MMl„m•. ' _'4+•.rrra'Kiew++va.w.nr+wru+n'>v4+.WweMrtmawbw.wki+Wr.+.h+..+s.x...v«..a......a.u.M�-.-++c+wr.ur+.' .aw.F-••.s..:a:t'a.,w.Ym.KMr+s+9Pkwbini"mi•1•r9_- --nr ----.NYa•ewv ar....wwww.+. an..�,W.xnw+wWtiirw".w .sw�.�.k+aw'.•. ,.^.waw'i's.-wrrwrowYw.vMnw.wwa.+,w•w.,,.+WCW t+Ywwk+snK+iH i 5 FARTIAL FIRONT ELEVATION-fiP�,IGHT WING (STRAIGHT ON VIEW) ELE VAT IONn SCALE:1/4"=1'-0" D ANDERSON WINDOWS HAVE A 159. RETURN CHARGE ON STANDARD WINDOWS (IN STOCK) AND WILL NOT ACCEPT RETURNS ON SPECIAL Lu Z ORDERS. CONTRACTORS/OWNERS TO VERIFY THAT WINDOW SIZES C SHOWN ON THEIR PLANS ARE CORRECT PRIOR TO ORDERING Ldp i WINDOWS. RETURN _CHARCES„/,NO,RETURNS,ALLOWED.ARE THE RESPONSIBILITY OF THE CONTRACTOR '3;` w U U LOW PROFILE RIDGE VENT S P w L _ LOW PROFILE N : .._ _ RIDGE VENT m SIMILATED CHECKRAILS o { / / \ BLIND ALUM /� \ /,. \ / \ (TYP. OF 12) 5 AT CX145 CASEIN NT WINDOWS N / FLASHING / r \ — / , BLIND ALUM / \ # 1.1 FLASHING Lu s 1 W Q i I I I I I cx14r7 CX145 I I CX145 cX145 (� '� (� 0 I CX145 GX145 I I CX145 CX145 I TATIONA TATIONA tATIONA TATIONA O (L 9 d = in F - - - - - - - - - - - - I - - - - - - - - - - - - I I - - - - - - - - - - - - I I - - - - - - - - - - - @ F- @ @' w � O Z cr- 00 3: El � _ W¢ ZZ f-2 . Orn C7) U JCA > zTW3852 TW3852 TW3852TW2D31r W- u[ :zc�D / _ ,C7� Cv I p Q¢ W V LLLj Z t � wz � FARTIAL FfRONT ELEVATION- LEFT WING (STSAIG4T ON VIEW) FARTIAL FI'ONT ELEVATION 4„IIDDLE SECTIONlu a L�VATlON �BZLEVATION� ORAWINGNo. PRo�ECTNo. z SCALE:lid"=i'-0” SCALE0%"=1'-0" SCALE: Q AS NOTED A 'IE/14/2016 I ED vz 2=2 ® DRAWN BY: i L.E.W. CHECKED BY: A-loof A-11 SHTS L.A. a 0 I1 IFORTANT NOTE: ALL pIMENSIONS ARE (t)AND ARE TO BE VERIFIED IN FIELD SINCE THIS IS AN AL RATION.I'`XISTING DIMENSIONS MAY VARY DUE TO WALLS BEING OUT OF PLUMB,ETC_HOLD OA. _ DIMENSIONS SM HOLD SONLDD THE ONES NOTED I OLLNERSHtl=AND USE DOCUMENTATION: DRAWINGS AND SPECIFICATIONS, AS INSTRUMENTS OF A PROFESSIONAL SERVICE,ARE AND _ SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THESE DOCUMENTS ARE NOT TO BE USED M WHOLE OR IN PART,FOR ANY OTHER PROJECTS OR 1 PURPOSE.TO MODIFY OR COPY U THESE DRAWINGS AND SPECIFICATIONS WITHOUT EXPRESS WRITTEN PERMISSION }— OF LOUISE A.AGNES ARCHITECT IS PROHIBITED BY FEDERAL LAW AND STRICT EXIST FOR SUCH VIOLATIONS. J L JL4" VENT ROOF J VENT . r 1 I I I I BATH I 1 I I I I I I I i I 121 12° 121' 12• 12.. 1 2,I 12" 2111 1 i s I S I I w 1 w c. I M I S ►� 3 ru5 I I I LUU5 r�SH. o e 2� 2 2 2•• 3.. _�\ � ! -r\ 311 3 2• 2•• 2„ 2 LJ \ TW3046 pl-IP5646 Tw3046 \\ - - - - - - - - - - - - - - - - - I _� r I T\ - - - - - - - - - - - - - - - - - - - 15LINDALUM I I I \\ — — — — — FLASHING FRESH AIR VENT �8,4T�-I I WETI BAR 2°1 2°1 2°1 2111 2"1 LAV 1 I „ I I LA NDRY I I KITCHEN 1 3 1 - - — - - -- - —1 STEEL DIAMOND g I I I I I PLATE COVER S 0000 OVER 1 WA H. D.W. Ile(HOUSE "CRAP 2� 21 W. 2 sH. 211 ,� FIRST FLOOR I � 2• 3•• 2•• 21• 3•• 1 I 311 3•• 3„ 2 A2•• 3• 2•• 3 °L 1 TIE TO APPROVED SANITATION Ll 4" E.H.C.I. 8 fi LUl„IBING R15ER PlAr_z�AI I wEIL LIFTSLIDE OR (V.W.O.) RAISED PATIO NOT TO SCALE — y„�.,.,.•.u........,. ..:�..,....m...........,�_........_..,�.-..� w...,�..........� -v..»,..........w.....,..,.......�.,... ..,..,,. .. ..»..;...,� ....,�.,�:».:.-,�w.,,...Y..... _....._..__.__..._ __.__. __- -. ._ . _. ,-. ..._ .._,... ... ..,.,. .a. - - .- � a.-..:..».. .,w�..� .,...Y... �.�..a,�,.»,........k.....__ ,:�,.:.r�..�_....,...„....,....�....,...,�:.x...:,...�...�.,..-,..,.......,,...�....:.o....,w.�..�.,.._..,.,,..........«,,.....,«.... ..�.......,�..«,..:�....,r..a..m.,....,,,..-....._....,•..w.,a�. .- _ ...�.w...�.,...•�-•.�.�w.w�. ..�,... ..,.,..r NOTE: THIS IS A SCHEMATIC DIAGRAM ONLY. ALL PLUMBING IS TO BE TO CODE. t FARTIAL REAT ELEVATION-LEFT WING (STRAIGHT ON VIEW) _ 4 ELEVATION � v ANDERSON WINDOWS HAVE A 1551- RETURN CHARGE ON STANDARD WINDOWS CIN STOCIU AND WILL NOT ACCEPT RETURNS ON SPECIAL ORDERS. C•')NTRACTORS/OWNERS TO VERIFY THAT WINDOW SIZES SHOWN ON T1-IEIR PLANS ARE CORRECT PRIOR TO ORDERING - U U WINDOWS. RETURN CHARSES / NO RETURNS ALLOWED ARE THE RESPONVEJUTY OF THE CONTRACTOR _ D� .. .- _ - s...- ..�.- <..m...mo..0 � r . _ .,< - .. . » . _ .... ....... � .. .. .- .b.x.. - w ... ... ., .,., .� .,.z ..s.... a.wr...+wt..a+f,....,F,. .., ....m .-. _.... ..... -...,..... .. __ - ._._ ..., .,.., .. .... s. „_.....' _. .... ......,.,. ,,. ._.....K.. .. a. -- _-,.r,.•...__<+a 0 i 4 C �rx' LL I U — a I o Y f /. BLIND ALUM / \ FLASHING \ = cn o Ln I O � I I I I I i � � e € I TW3046 TW3046 6;d Tw3046 �[TJW304& Tw3046 [TLU.304]& TW3046 =TW304& Tw3046 LLT1113046 (P ' w — — - - - - - - - - - - r Io — — — — — — — — — — — -- — — — — — - - — — — — — — — — — — — — — — — — — — LU , �t I I I I � � I i� � '• I �: �I :��, 1` ar ilw 20 -- — TW3042 TW�42 (� iL _ � a 8 D p 0 U v t` �I TW3846 T 3846 TU1384ro UJ I ! 00 _ F 1 �-RAISED PATIO � W03 8 FWH318 FWCs��80-4 C e RAISED PATIO L z W (� Z�� (1/ 1—f 1L —I Q C X . EARTIAL R`Ai, ELEVATION- '„IIDDL1_ SJR I IONI � F= L- A a �w� o � ELEVATION � FARTIAL REAR ELEVATION- RIGHT WING (STRAIG� 4T ON VIEW) � � 0 I�� " luLVATION C B w z 1 ?DRAWING No. PROJECT NO. D SCALE: t Q AS NOTED DAlt /14/201 o DRAWN BY: L.E.W. 2 n A-11 of A-11 SHTS CHECKED BY: l