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HomeMy WebLinkAbout42864-Z iTown of Southold 11/3/2019 0�4P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 40830 Date: 11/4/2019 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 50 Tepee Trail, Southold SCTM#: 473889 Sec/Block/Lot: 87.-2-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 7/2/2018 pursuant to which Building Permit No. 42864 dated 7/16/2018 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 unfinished basement, covered front porch, rear screened porch, side pergola covered patio and attached garage as applied for. The certificate is issued to Kelly,Paul of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-16-0036 7/22/2019 ELECTRICAL CERTIFICATE NO. 42864 8/20/2019 PLUMBERS CERTIFICATION DATED 10/30/19 BiN Piecuch (7r ig TOWN OF SOUTHOLD fi BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 42864 Date: 7/16/2018 Permission is hereby granted to: FHP Enterprises Inc 344 Terry Ct Southold, NY 11971 To: construct a new single dwelling as applied for per SCHD approval. At premises located at: 50 Tepee Trail, Southold SCTM # 473889 Sec/Block/Lot# 87.-2-19 Pursuant to application dated 7/2/2018 and approved by the Building Inspector. To expire on 1/15/2020. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $1,702.40 DWELLING $50.00 T to $1,752.40 ng specto 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 property 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. d" New Construction: V--' Old or Pre-existing Building: (check one) Location of Property: , loy—, +I-4-1 I �dy'1 ►� House No. Street Hamlet Owner or Owners of Property: Dl-1� n Suffolk County Tax Map No 1000, Section Block a' Lot 1 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: / Request for: Temporary Certificate Final Certificate: t- (check one) Fee Submitted: $ Applicant S gnature oF so�ryol Town Hall Annex Telephone(631) 765-1802 54375 Main Road Fax (631)765-9502 P.O.Box 1179 • io Sean.devlin al7town.southold.ny.us Southold,NY 11971-0959 COUNTI,N BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Paul Kelly Address. 50 Tepee Trail city Southold st: NY zip 11971 Building Permit#- 42$64 Section. $7 Block: 2 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor DBA. Yannucci Elec. Sear License No 50592-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey X Attic X Garage INVENTORY Service 1 ph X Heat Gas Duplec Recpt 62 Ceiling Fixtures 23 HID Fixtures Service 3 ph Hot Water Gas GFCI Recpt 11 Wall Fixtures 20 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt 1 Recessed Fixtures 49 CO Detectors Sub Panel A/C Blower 2 Range Recpt 40A Fluorescent Fixture Pumps 3 Transformer Appliances Dryer Recpt G2S Emergency Fixture Time Clocks Disconnect 2 Switches Sg Twist Lock Exit Fixtures �] Combo SD/CO 9 Other Equipment: Bath Exhaust Fan-4, DW, Upper and Lower Oven, Fridge, Generator Transfer Switch with NO GENERATOR Notes: Inspector Signature: Date: August 20, 2019 S Devlin-Cert Electrical Compliance Form.xls S p>r SDUT���d Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD � i OCT 302019 f. , CERTIFICATION Date: Building Permit No. qZB(„A Owner: I (Please print) Plumber: Srad to, ea,(A (Please print) I certify that the solder used in the water supply system contains Iess than 2/10 of 1% lead. 01"(Plumbers Signature) Sworn to before me this day of V&�XA 20n__ COP NIE D.BUNCH � � Notary Public,State of New Yori Notary Public, County n Wt& Commission Expl=ArOl t4.2i1.a,� SOF SOUTy hod 06 # # TOWN OF SOUTHOLD BUILDING DEPT. °`�rourm 765-1802 INSPECTION [ UNDATION 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 RE ARKS: / DO t V� zLO (AV_ e_LA&:fojiLc24g---Ylo cft6oc.0 �� ��j I A IV64 DATE l* INSPECTOR t (40q ho�yOP SOUrya6 * # TOWN OF SOUTHOLD BUILDING DEPT. `�couxn 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION [ FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: V Vklr � i �1 h DATE L INSPECTOR Of SOUjyO� * TOWN OF SOUTHOLD BUILDING DEPT. couNr+ 765-1802 INSPECTION 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: DATE L �� / INSPECTOR "OF SO o� # TOWN OF SOUTHOLD BUILDING DEPT. �o • io `"romm 765-1802 INSPEC ION [ ] 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: I Pvm t YM o-� DATE INSPECTOR Of SOUIyo h� # * TOWN OF SOUTHOLD BUILDING DEPT. "rourm 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] ULATION [ ] FRAMING /STRAPPING [ FINAL IVB [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) ( ] CODE VIOLATION [ ] CAULKING REMARKS: �� V ws'm GA, -rvfirkwtp- rove s 6w 6w, DATEI'llip),0101- - I w - % I - q INSPECTOR JA �yOF SO(lTyo ,moo !o # # TOWN OF SOUTHOLD BUILDING DEPT. e 765-1802 INSPECTION [ 'FOUNDATION 1ST Nl [ ] 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: D� Olv=l 0Svr� n litiI �?(tlw vo"IG I - . 3 � �n fh i I�- B�+Yw✓ . �s DATE INSPECTOR soulyo �-I Z�G W * # TOWN OF SOUTHOLD BUILDING DEPT. 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) 94 ELECTRICAL (FINAL) q�JU� [ ] CODE VIOLATION [( ] CAULKING REMARKS: L, I AJ5po4r--,7-1oAj - 0K DATE Z� l a INSPECTOR Home Energy Rating Certificate Property HERS 50 TeePee Trail Rating Type: Confirmed Certified Energy Rater: Michael Fauci JNS Development Rating Date: 2019-07-23 Rating Number: 50 Teepee Trl Registry ID: 525117371 Southold, NY 11971 Estimated Annual Energy Cost Use MMBtu Cost Percent HERS Index: 52 Efficient Home Comparison: 48% Better Heating 73.0 $1792 68% General information Cooling 1.7 $87 3% Conditioned Area 3198 sq. ft. House Type Single-family detached Hot Water 12.7 $319 12% Conditioned Volume 33639 cubic ft. Foundation Unconditioned basement Lights/Appliances 21.9 $367 14% Bedrooms 4 Photovoltaics -0.0 $-0 -0% Service Charges $76 3% Mechanical Systems Features Total 109.3 $2642 10096 Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 16.0 SEER. Criteria Cooling: Air conditioner, Electric, 16.0 SEER. This home meets or exceeds the minimum criteria for the following: Duct Leakage to Outside 88.00 CFM25. 2015 IECC UA Compliance Ventilation System Exhaust Only: 113 cfm, 23.2 watts. 2015 IECC Performance Path Programmable Thermostat Heat=Yes; Cool=Yes ECCC New York State 2016 Building Shell Features Ceiling Flat R-40.5 Slab None Sealed Attic NA Exposed Floor R-30.0 AUG — 5 2019 Vaulted Ceiling R-40.5 Window Type U-Value: 0.310, SHGC: 0.300 Above Grade Walls R-26.0 Infiltration Rate Htg: 1655 Clg: 165 50 Foundation Walls R-0.0 Method Blower door Mi ael Fauci 3'Q l ?IF ergy Testing Services LLC ,L Lights and Appliance Features 1648 Locust Ave Z gb T Interior Fluor Lighting (%) 0.0 Range/Oven Fuel Electric Bohemia N.Y.11716 Interior LED Lighting (%) 100.0 Clothes Dryer Fuel Propane 631-244-2627 Refrigerator (kWh/yr) 615 Clothes Dryer CEF 2.32 Dishwasher (kWh/yr) 270 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v15.8 This information does not constitute any warranty of energy cdsts or savings. © 1985-2019 NORESCO, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 50 TeePee Trail City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# of 2 Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-07-23 Outdoors Temp During Test: 75 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Primary: Yes Q✓ No❑ Type: Furnace Q Boiler❑Heat PumpQ Other❑ 1 z Venting Type s Drat Snilla�e Spillaee CO CO E cien Fuel Tvpe (Circle Type) ,cal ffra Case (Natural) (Worst Case atural Ratin :92.0 N❑P❑_✓ O❑E❑ N❑N❑M❑S_0 N/A P. Pass❑✓ Fail❑ Pass❑]Fail❑ N/A PPM N/A Ppm Yes ❑✓ Tie: Standard Tank El El Tanuess ❑ Size: 0 0 Style Common Vent El Primary: Note Stand AloneNoIlhistantaneous❑Commercial z✓ ss Venting Tvpe 3 D Sin Ilape iUa a(Natw�al) -!O CO E cien Fuel Tvpe (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.95 N❑P❑✓ O❑E❑ N❑M❑S Z✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓ Fail❑ I N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes D No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing) 0 PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. ° Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) S Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE. If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: . ,; Date: 2019-07-24 Energy Testing Services 2019 Combustion Safety Testing Form Certified Home Address: 50 TeePee Trail City: Southold Builder Name: JNS Development Builder Tracking# Combustion Appliance Zone(CAZ)# 2 of 2 Location of this CAZ: Attic (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2019-07-23 Outdoors Temp During Test: 75 °F CAZ DepressurizationN( OTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain:n notes) NOTES: Primary: Yes❑✓ No❑ Type: Furnace ✓❑Boiler❑Heat Pumper Other❑ I z Venting Tyne s Drat Snillaee Sbillaee CO GO Efhciencv Fuel Tvne Circle T ascal (Worst Case) OVorst Case (Natural) Rating:92.0 N❑P_❑✓ O❑E❑ N❑N0M0 S_0 N/A Pa. Pass❑✓ FailEl Pass❑✓_Fail[I N/A PPM N/A PPM Yes ❑✓ Tie: Standard Tank❑Indirect Tankless ❑ Size; �.0 Style Common Vent Li Primary: No F1 Instantaneous ✓❑Commercial (See Note 5 below) (Gallons) a Stand Alone ❑✓ ss Vendne Tvne Drat Spillage Snillaee(Naturpl) CO CO Fuel Type (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.95 N❑P❑✓ O❑E❑ N❑M❑S❑✓ N/A Pa. Pass❑✓ Fail❑ Pass❑✓_Failn N/A PPM N/A PPM Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ 4 Oven CO 2 PPM Ambient CO(During Oven CO Testing) PPM Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal z Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) 5 Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: Date: 2019-07-24 1 • ' • - CONZIENTS i2toor FOUNDATION(IST) all= ------------------------------- ON 141 NMI&0 �M���_.. •► ��.�' .. HiQ •� ROUGH1 �� LLiJ� _ � • rI'� PLUMBING Mm - _ iia ► �, ` - -Alm y INSULATION ENERGYSTATE • 1 It 41! elm --- ,-� -- �,ml 72A �_V i A I �i J FMAZZ/ OR ��r • 74Mp - /r • TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL:(631)765-1802 Planning Board approval FAX:(631)765-9502 T� S�� Southoldtownny.gov PERMIT NO. o b Check Septic Form N Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined20 Single&Separate Truss Identification Form Storm-Water Assessment Form C ntect: Approved '20 Mail to: "uVA Disapproved a/c (y A Phone: Expiration 20 Building Inspecto APPLICATION FOR BUILDIN RMTT D Date 20_ 2 2018 INSTRUCTIONS J U a.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 Ian to scale.Fee according to schedule. ar'FR 9 location of lot and of buildings on premises,relationship to adjoining premises or public streets or TONM.`xv' $0�q.t.t loy 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 permit 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,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name,if a corporation) (Mailing address of applicant) State whether applicant is owner,lessee,agent,architect,engineer,general contractor,electrician,plumber or builder Tp e-5 l los::� Name of owner of premises ! Kx1 (As on the t4 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 o h pro o d workI,be dcuie House Number Street Hamlet I County Tax Map No. 1000 Section Block I- Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premise's pn�d intended!userid occilPancy of proposed construction: a. Existing use and occupancy �,/ b. Intended use and occupancy -- 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 If garage, number of cars 6. If business,commercial or mixed occupancy,specify nature and extent of each type of use. 7. Dimensions of existing structures,if any:Front Rear Depth Height Number of Stories Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories '' II� t / �t 8. Dimensions of entire new construction:Front "�' Rear `� Depth Height C7 Number of Stories o`1 9. Size of lot:Front 100 Rear (� a Depth 1 y- r meg,v A-N 10.Date of Purchase O Name of Former Owner 11.Zone or use district in which premises are situated P-- `�! 0 12.Does proposed construction violate any zoning law,ordinance or regulation?YES NO 13.Will lot be re-graded?YES_NOX'Will excess fill be removed from premises?YES NO 14.Names of Owner of premises l Address Phone No. Name of Architect 22&gji VL'd Address Phone No Name of Contractor "-- g-, .' Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland?*YES NO *IF YES,SOUTHOLD TOWN TRUSTEES&D.E.C.PERMITS MAY BE REQJaIRED. b.Is this property within 300 feet of a tidal wetland?*YES NO 1/ *IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lin 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 NOy *IF YES,PROVIDE A COPY. CONNIE D. BUNCH STATE OF NEW YORK) Notary Public,State of New York SS. No.01 SU61 OW60 COUNTY OF ) QuaNfied in Suffolk Coup c ,, I Commission Expires AprN 14, �o �� I I O w"f" being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named,'✓ (S)He is the _G I (Contractor,Agent, orporate 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 Ins knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me day of 20 Notary Public Signa a of A lic 6t "*ATM Eirrri O��ns!�[ !4 S;LM 2C_ Yh/'#1^ML MY I f"W at 4PPW ! !!i ro P'EjjLMTT To CONSTRIL,Cf SE's AGZ DLL_tirM^L till JR lro RMVMMa O/tai psi PM OWML4-'rICM Saco" A J rM .til-S.&MM AU WM=& VUSTMO SMIMUDGM pa-�� Oz to— 116- 007--ptc �+ Dwoncs S�eliw �x 'Sa c of Cuomo AffbmK 12'L c,, I Telma� ) MalAwg m- SC -tj , ! d p-.1 1 tdi l I 14w of Carn�rw 'Tc r " $ MLmdft Ad*� p� b 3 DATE QF O raC' 4^L.SAL. �,� hf r.rar Or f Vo iii and SCDM Utz mhp"ww* b a*,t um lbw i t�T�A�l�Qi�LLL� !� A►!!"t.ICalarTrAC1! 4N I b ai iWwM in ft abom I OP S I i Perini b pie ww qqbcwA=awd above, Sic of Fit w 4 ASmot DM- !mm3 teas PRZVX .es AmACAMA�� t� afft�,A Pa TCW t !arMir�ri &c Acs- it owd cmm qwbcw I*um the Few >Qpl--nt"s WVCYisik pba fix }� ppm by=,- liar ftpwp"°rr a/' rite tit&bow ONWA mac nimi es god ift site d 4R ALAI. A ,t aaaia r TitA�N�It -' k ) a#rNr *tr aosmrr1 is rooc ,o *A""AW pim 1 ,at 1 bm commewd an aONW&M oppbcmm god is OMWI O aae�rraarla+wa�and i�� ��iaiia i�rt bti� .+rias Ta�.Ca�,.See a� L,n mor n aI sal�i�ie��r 1a S�:10 45 ef)b r'(a&3 c P"W lean" AfW D t 45. 1lb has Of r - t. fe Scott A. Russell ,� nSOFFQ � ST(01R.M[WA\TIER. SUPERVISOR �T ( IN NT z I��1[A\1�A\G�IEI��I[]E1�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET JUL 01 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. i: [36 B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. off c. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. [][all). Site preparation within 100 feet of wetlands, beach, bluff or coastal i erosion hazard area. ❑ E. Site preparation within the one-hundred-year f loodplain as depicted on FIRM Map of any watercourse. }� ❑ 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 witWyour Building Permit Application. -- - - - -- - - S.C.T.M. #: 1000 Date: APPLICANT. (Pro pe Owner,Design Professional,Agent,Contractor,Other) Distrito NAME: OLy 1 I Section Block Lot �s"°" ****FOR BUILDING DEPARTMENT USE ONLY Contact Information 4 os-- q 0 '- _ Mkph.-N-bl 1 / �[l/ — c�2S1S.I�(GQ R.�Oo.Go ' ; Reviewed By: VVV 1 p► Date. ( / Property t Address/ Location of Construction Work: — r4� t Approved for processing Building Permit. Stormwater Management Control Plan Not Required. - - — — — — — — — — — — — — — — — ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 APPLICANT: S.C.T.M.# 1000 (Proms mer,D"ign Professional,Agent,Contractor,Other) -�— osuWi,' CHAPTER 236 � °� Stormwater Management Control Plan CHECK LIST W N,AME: o Section Block Lot S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. lax Pnm S , Date: * The applicant must provide a Complete Explanation and/or Reason for not providing �'' a�� ( g all Information that has been Required by the following Checklistl Ipiturc el P-1*M Numtw: I. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item, Please Provide Justification Here! show all of the following items: YE NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location& Description of Property Boundaries b. Total Site Acreage. c. Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. DRAINAGE INSPECTIONS ARE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. Contact TOS _ 1560 before f. Existing& Proposed Contours of the Site (Minimum 7 Intervals) g. Location of all existing & proposed structures, roads, that the drainage has been to Coda 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). k. Location of proposed Construction Entrance/Staging Area(s). EROSION 1. Location of proposed concrete washout area(s). Shall include nOt be 1111-1ted to: M. Location of all proposed erosion&sediment control measures. q "ll milint—aineel 2. Stormwater Management Control Plan must include Calculations showing lOn ritranCe, D � that the stormwater improvements are sized to capture,store,and infiltratere R24"Silt , S a f IZatl6n tOM OF SOUMOLD on-site the run-off from all impervious surfaces generated by a two(21 inch Seedirig of expubed andlor inactive Soils. 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&Sediment Controls. b. Construction Entrance& Site Access. c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERING DE RTMENT USE ONLYD**** i; Additional Information is Required. Reviewed& Stormwater Management Control Plan is Not Complete. i Approved By: - — — — — — — — — — — — — — — — — — — — — — — - — Stormwater Management Control Plan is Complete. -_Date: - —�'f D'1 -- SMCP has been approved by the Engineering Department., FORM * SWCP Check List-TOS MAY 2014 �A1fFal,r Q 4ANG DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD F E 2 Town Hall Annex - 54375 Main Road - PO Box 1179 '��, • a �, J Southold, New York 11971-0959 moi! 2 J Ia'�'� one (631) 765-1802 - FAX (631) 765-9502 rgZ 0V 5 roger.riche rt(cDtown.southold.ny.us APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: "nw"c-i C - S &!J• Date: a Company Name: =C1.11CC, I,� - S Zr V. Name: : License No.: ���q'�.— /�E email: U ,,,� 25�(e��r<<k( ;►� -Com-. Address: Phone No.: — JOB SITE INFORMATION: (All Information Required) Name: Address: C� e , t ' Cross Street: Phone No.: (- - BIdg.Permit#: ��. Q(� � email: Tax Map District: 1000 Section: 8 Block: a Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) J� OwS� rJG: Circle All That Apply: Is job ready for inspection?: YES NO Rough In Final Do you need a Temp Certificate?: YE 1 NO Issued On Temp Information: (All information required) Service Size Ph Size: 2 A # Meters Old Mater# �— ew Service - econnect- Flood Reconnect- Service Reconnected rn�dergro�� Overhead Ste Lateral 2 H Frame Pole Work done on Service? Y N Additional In rmation: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form.xls (L FIF Town Hall Annex Telephone631��$ �.��u Fax(631)765-1802 54375 Main Road 765-9502 :� ,. P.O. Box 1179 Southold, NY 11971-0959 y'4y� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION,_PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: � - a I- I K Owner: Q" Location of Property: Please tak notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) U-1" Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) L� Floor and roof framing (FR) Signature: Name (person submitting this form): ylwi 7�)w­&,Y- Capacity(check applicable line): Owner �— Owner representative TrussReg15.docx Effective 1/1/2015 BRIDGE ABSTRACT LLC 2200 Montauk Highway-P.O.Box 3031 Bridgehampton,New York 11932 VARIANCE SEARCH TITLE NO. BAL4176S STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says: That she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of Bridge Abstract LLC. That under her direction,title was examined to the parcels of land described on the annexed Schedule and labeled Parcels A,B,C,D,E,Fand G That said examination,dated April 26,2018 discloses a chain of Title to determine if any contiguous property was owned by an owner of property involved since the date of any previously applicable Zoning Ordinance.The subject premises has been held in single and separate ownership since August 18, 1981. And,that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. The Liability hereunder is limited to(Twenty-Five thousand dollars)$25,000.00 for any reason. BRIDGE ABSTRACT LLC •\ it f A1l,f ,,, .4 �t BY Teri Kiselyak,Assistant Manager Sworn to before me this 291h day of May,2018 i • E^�"41 !s Robert DeStetano t NOTARY '• Notary Public.State of New York »i No.01DE6321944 `� Rveur. Qualified in Suffolk County ,G hY ` Commission Expires March 30",20i TITLE NO.:BAL4176S DESCRIPTIONS PARCEL A:(SUBJECT PREMISES) ALL that certain plot,piece or parcel of real property,with the buildings and improvements therein contained,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,known and designated as Lot No. 12 on map entitled,"Map of Nunnakoma Waters at Southold,N Y."and filed in the Office of the Clerk of the County of Suffolk on July 9, 1968 as Map No.5126. ALSO,known and designated on the Real Property Tax Map as. DIST: 1000 SECTION: 087.00 BLOCK: 02.00 LOT: 019.000 PARCEL B(Adjacent Southeast): 1000-087.00-02.00-020.000 PARCEL C(Adjacent Southwest): 1000-087.00-02.00-021.000 PARCEL D(Adjacent West): 1000-087.00-01.00-022.000 PARCEL E(Adjacent North): 1000-087.00-01.00-023.007 PARCEL F(Adjacent Northeast): 1000-087.00-02.00-018.000 PARCEL G(Adjacent East)- Teepee Trail STATE OF NEW YORK,COUNTY OF SUFFOLK Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: Teri Kiselyak Assis t Manager S Sworn to before me this 29`i'day of May,2018 ?e oR ROO WSW—Notary Public,State of New Y06 �.� 1.1 No 01DE6=944 QWAW in Su"Amb 30`, A Cammis WExD�M.0 „ TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL A: Henry J Smith Dated. 06/28/69 To Recorded. 07/08/69 William C.Dresch Liber- 6580 Marialies Dresch,his wife Page: 471 William C.Dresch Dated: 09/06/09 Marialies Dresch Recorded: 11/09/09 To Liber: 12605 William H.Dresch as Trustee of the William C. Page: 571 Dresch Irrevocable Trust(as to his%2 interest)& William H.Dresch,as Trustee of the Marialies Dresch Irrevocable Trust(as to her 1/2 interest) William H.Dresch,as Trustee of the Marialies Dated: 07/28/16 Dresch Irrevocable Trust dated October 6,2009 and Recorded: 08/15/16 as Trustee of the William C.Dresch Irrevocable Liber: 12875 Trust dated October 6,2009 Page: 417 To FHP Enterprises,Inc. LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Ten Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: �C,t c� Sworn to before me this Teri Kiselyak, ssist Manager 29`h day of May,2018 ). r�oto�ssa •.� ee+Slaasewm, ` •wo, a 21 CHAIN OF TITLE PARCEL B: Marcus J.Marton Dated: 08/18/81 Stephanie Marton,his wife Recorded: 08/27/81 To Liber: 9060 Donald E.Dean Page: 422 Jean I.Dean,his wife Jean I.Dean,surviving tenant by the entirety Dated. 09/08/99 To Recorded: 10/29/99 The Dean Company LLC Liber- 11997 Page: 726 LAST OWNER OF RECORD Continued... ...... TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL B continued: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: Sworn to before me this Teri Kisely ,As ant Manager 29`h day of May,2018 r�or� NounPAhr'sateofNew No.OIDBMS44 PIIBUC Qin. mxdy CHAIN OF TITLE PARCEL C: Robert W.Tasker,Referee Dated: 08/13/62 To Recorded: 08/17/62 Joseph J.Snellenburg II Liber: 5216 Bente F.Snellenburg,his wife Page: 33 Joseph J Snellenburg II Dated: 07/30/85 Bente F.Snellenburg,his wife Recorded: 08/05/85 To Liber: 9844 Bente F.Snellenburg Page: 208 Bente F.Snellenburg Dated: 04/05/99 To Recorded: 04/13/99 Joseph J.Snellenburg II Liber: 11957 Bente F.Snellenburg,his wife Page: 99 Birgit F.Snellenburg&Kirsten F.Snellenburg, Dated: 12/15/17 as Co-Executors of the Estate and the LW&T Recorded: 05/08/18 of Joseph J.Snellenburg II,surviving tenant Liber: 12960 by the entirety Page: 677 To Birgit F Snellenburg Kirsten F.Snellenburg Kristine M.Snellenburg,JTWRS LAST OWNER OF RECORD Continued.......... TITLE NO.:BAIA176S CHAIN OF TITLE PARCEL C continued: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: ,Pa i. Z"4 Sworn to before me this Teri Kiselyak,Assis t Manager 29'day of May,2018 e a Robert DeSlefano �Mor�iwr.1 Iftm Pubkc.State of flew Y, s:' .• t&O10E6321944 rtsuo' DualiW in Suffolk CaAtJ +�w ' G..WWM FM Mach 30°20 CHAIN OF TITLE PARCEL D: Anne R.Daley a/k/a Anne Russell Daley Dated: 09/01/51 To Recorded: 10/19/51 William S.Ballenger Jr. Liber: 3279 Marie Daley Ballenger,husband and wife Page: 278 Marie D.Ballenger surviving tenant by the entirety Dated. 07/01/93 To Recorded: 03/21/03 William S.Ballenger III Trustee of the Marie D. Liber: 12241 Ballenger Trust Agreement dated March 31, 1993. Page: 535 The Marie Daley Ballenger Trust Agreement Dated: 03/31/03 dated March 31, 1993,as Amended Recorded: 05/06/03 To Liber: 12249 Ballenger Family Limited Liability Company Page: 686 LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRA T LLC BY: Sworn to before me this Teri Kiselvald,Assist t Manager 29th day of May,2018 5!T�F RobertDeStefano rroTtnr` Notary Public,State of New York �.� No.OIDE6321944 cueuc + Qualified in Suffolk County vtiv vo Commission Expires March 30'"2015 TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL E: Russell N.Freund Dated: 11/22/80 To Recorded: 12/03/80 Charles V.Blake Liber: 8924 Sandra Gail Blake,his wife Page: 265 Charles V.Blake Dated: 02/05/87 Sandra Gail Blake Recorded: 03/05/87 To Liber: 10264 Charles V.Blake Page: 118 Charles Blake Dated: 02/12/98 To Recorded: 02/25/98 Thomas McQueeney Liber: 11880 Page: 240 Marijane Nasta,as Executor of the LW&T Dated: 12/11/15 of Thomas F.McQueeney Recorded: 03/01/16 a/k/a Thomas Francis McQueeney,deceased Liber: 12854 To Page: 505 Devin T.McQueeney Devin T.McQueeney Dated: 04/31/17 To Recorded: 05/10/17 Stephen Pearson Liber: 12911 Natalie Pearson,husband and wife Page: 963 LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE A�BSTRA/C LLC BY: V'�1.+1--I Sworn to before me this Teri Kiselyak, ssis Manager 29''day of May,2018 SS�TE oe Robert DeSietxnc ~� Notary Public,State of 41w Yc;. NO .01DE:Isr t puew,.' Uuafifiud In SUIOIk County Commission EW-Marta ali".'L4l CHAIN OF TITLE PARCEL F: James W.Dawson Dated: 01/27/81 Patricia G.Dawson,his wife Recorded: 01/30/81 To Liber: 8953 John J.White Page: 543 Catherine White,his wife Continued...... . . TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL F continued: John J.White Dated: 12/29/87 Catherine White,his wife Recorded: 01/25/88 To Liber: 10521 John J.White Page: 154 Catherine White,as tenants in common Catherine White Dated: 12/30/92 To Recorded: 01/12/93 Maureen Sodokov Liber: 11605 Eileen Jahn Page: 418 Mary Schmeling John J.White,Jr. Joseph K.White Michael J.White Catherine A.White Jean Marie White,all as tenants-in common Catherine White Dated: 12/18/13 Maureen Gianola f/k/a Maureen Sodokov Recorded: 12/30/13 Eileen Jahn Liber: 12758 Mary Schmeling Page: 457 John J.White,Jr. Joseph K.White Michael J.White Jean Marie Mackey f/k/a Jean Marie White Catherine Byrne f/k/a Catherine A.White To Russell Cherkes Christine Cherkes,his wife LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: \ fj Sworn to before me this Teri Kisely ,Assi t Manager 29`h day of May,2018 5 ETvF Robert oestetano {N6fMY Notary Public,state of New York _ o.m1 94d puahfied in Suffolk County C ,q ti�--�- Commissionssion Expires March 30',2ttL.! TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL G: Teepee Trail STATE OF NEW YORK) SS: COUNTY OF SUFFOLK Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: Sworn to before me this Teri Kisely Assi t Manager 29h`day of May,2018 ps, Robert DeStefano „oTARY, Notary Public,State of New York No.010E6321944 �' 0ua i ied in Suffolk County �ivwpe Commission Expires March 30'.2019 BRIDGE ABSTRACT LLC 2200 Montauk Highway-P.O.Box 3031 Bridgehampton,New York 11932 VARIANCE SEARCH TITLE NO. BAL4176S STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says: That she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of Bridge Abstract LLC. That under her direction,title was examined to the parcels of land described on the annexed Schedule and labeled Parcels A,B,C,D,E,Fand G That said examination,dated April 26,2018 discloses a chain of Title to determine if any contiguous property was owned by an owner of property involved since the date of any previously applicable Zoning Ordinance.The subject premises has been held in single and separate ownership since August 18, 1981. And,that this Affidavit is made to assist the Board of Zoning Appeals to the Town of Southold to reach any determination which requires as a basis therefore the information set forth herein and knowing full well that said Board will rely upon the truth thereof. The Liability hereunder is limited to(Five thousand dollars)$5,000.00 for any reason. BRIDGE ABSTRACT LLC Teri Kiselyak Assi t Manager Sworn to before me this 29"day of May,2018 9t�TF4 PabW DES09M rm NoW7 PuCiG SM of New Vorl N0.01DEM944 niac! 0folff"M mm coo* k cmamissaf fio a ftch all d l y TITLE NO.:BAL4176S DESCRIPTIONS PARCEL A:(SUBJECT PREMISES) ALL that certain plot,piece or parcel of real property,with the buildings and improvements therein contained,situate,lying and being at Southold,Town of Southold,County of Suffolk and State of New York,known and designated as Lot No. 12 on map entitled,"Map of Nunnakoma Waters at Southold,N.Y."and filed in the Office of the Clerk of the County of Suffolk on July 9, 1968 as Map No.5126. ALSO,known and designated on the Real Property Tax Map as: DIST: 1000 SECTION: 087.00 BLOCK: 02.00 LOT: 019.000 PARCEL B(Adjacent Southeast): 1000-087.00-02.00-020.000 PARCEL C(Adjacent Southwest): 1000-087.00-02.00-021.000 PARCEL D(Adjacent West): 1000-087.00-01.00-022.000 PARCEL E(Adjacent North): 1000-087.00-01.00-023.007 PARCEL F(Adjacent Northeast): 1000-087.00-02.00-018.000 PARCEL G(Adjacent East): Teepee Trail STATE OF NEW YORK,COUNTY OF SUFFOLK Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true description of the subject premises and of the adjoining premises as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: Teri Kiselyak, ssis Manager Sworn to before me this 29th day of May,2018`'--- / s«r?E a Robert WWISt f rnru+v- Notary Pubk�Smue of New Yo+F Nn.U1DES321944 30'2W-11 TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL A: Henry J.Smith Dated: 06/28/69 To Recorded: 07/08/69 William C.Dresch Liber: 6580 Marialies Dresch,his wife Page: 471 William C.Dresch Dated: 09/06/09 Marialies Dresch Recorded: 11/09/09 To Liber: 12605 William H.Dresch as Trustee of the William C Page: 571 Dresch Irrevocable Trust(as to his'/2 interest)& William H.Dresch,as Trustee of the Marialies Dresch Irrevocable Trust(as to her%:interest) William H.Dresch,as Trustee of the Marialies Dated: 07/28/16 Dresch Irrevocable Trust dated October 6,2009 and Recorded: 08/15/16 as Trustee of the William C.Dresch Irrevocable Liber: 12875 Trust dated October 6,2009 Page: 417 To FHP Enterprises,Inc. LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: ��l U— Sworn to before me this Teri Kiselyak Assjn1 Manager 29"day of May,20 8 5<ATF Qe Robert DeStet= ra ver, NotVY POW,State of NM'York No.01DEM21944 ouwified n suf ok CO-W W corrwmw Expires Mardi 30', CHAIN OF TITLE PARCEL B: Marcus J.Marton Dated: 08/18/81 Stephanie Martone,his wife Recorded: 08/27/81 To Liber: 9060 Donald E.Dean Page: 422 Jean I.Dean,his wife Jean I.Dean,surviving tenant by the entirety Dated: 09/08/99 To Recorded: 10/29/99 The Dean Company LLC Liber- 11997 Page: 726 LAST OWNER OF RECORD Continued.......... TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL B continued: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: tA.A-- /'"" Sworn to before me this Teri Kiselyak, ssis Manager 29th day of May,2018 ck Robert OeSffiaoo , , W"y vuwi S-of N-yo" 'k ,.�Namor�sa Koy- .a, awiosm*cuu* �w v commiwm EMM MaO X', CHAIN OF TITLE PARCEL C: Robert W.Tasker,Referee Dated: 08/13/62 To Recorded: 08/17/62 Joseph J.Snellenburg II Liber: 5216 Bente F.Snellenburg,his wife Page: 33 Joseph J Snellenburg II Dated: 07/30/85 Bente F.Snellenburg,his wife Recorded: 08/05/85 To Liber: 9844 Bente F.Snellenburg Page: 208 Bente F.Snellenburg Dated: 04/05/99 To Recorded: 04/13/99 Joseph J.Snellenburg II Liber: 11957 Bente F.Snellenburg,his wife Page: 99 Birgit F.Snellenburg&Kirsten F.Snellenburg, Dated: 12/15/17 as Co-Executors of the Estate and the LW&T Recorded. 05/08/18 of Joseph J.Snellenburg II,surviving tenant Liber: 12960 by the entirety Page: 677 To Birgit F.Snellenburg Kirsten F.Snellenburg Kristine M.Snellenburg,JTWRS LAST OWNER OF RECORD Continued.......... TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL C continued: STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: Sworn to before me this Teri KiselyakAss t Manager 29th day of May,2018 t PUBLIC��. Rt>OM oesBe�ao �.a „o:,w., M,�l,Pudic,stere er rJs:,vc� ovowinwtocmq .; «_ Np01�7944 4tty 4 Expires MaMh 3M AX CHAIN OF TITLE PARCEL D: Anne R.Daley a/k/a Anne Russell Daley Dated: 09/01/51 To Recorded: 10/19/51 William S.Ballenger Jr Liber: 3279 Marie Daley Ballenger,husband and wife Page: 278 Mane D.Ballenger surviving tenant by the entirety Dated: 07/01/93 To Recorded. 03/21/03 William S.Ballenger III Trustee of the Mane D. Liber- 12241 Ballenger Trust Agreement dated March 31, 1993. Page: 535 The Mane Daley Ballenger Trust Agreement Dated: 03/31/03 dated March 31, 1993,as Amended Recorded: 05/06/03 To Liber: 12249 Ballenger Family Limited Liability Company Page: 686 LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRAC LLC BY: �P�i� Sworn to before me this Teri Kiselyak, istA Manager 29'h day of May,2018 Robert Dublic,So Notary Pudic,State of New York No.OIDE6321944 PUBLIC Qualified in Suffolk County ,,V Commission E%pires March 30-2G L9 TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL E: Russell N.Freund Dated: 11/22/80 To Recorded: 12/03/80 Charles V.Blake Liber: 8924 Sandra Gail Blake,his wife Page: 265 Charles V.Blake Dated: 02/05/87 Sandra Gail Blake Recorded: 03/05/87 To Liber: 10264 Charles V.Blake Page- 118 Charles Blake Dated: 02/12/98 To Recorded: 02/25/98 Thomas McQueeney Liber: 11880 Page: 240 Marijane Nasta,as Executor of the LW&T Dated: 12/11/15 of Thomas F.McQueeney Recorded. 03/01/16 a/k/a Thomas Francis McQueeney,deceased Liber: 12854 To Page: 505 Devin T.McQueeney Devin T.McQueeney Dated: 04/31/17 To Recorded: 05/10/17 Stephen Pearson Liber: 12911 Natalie Pearson,husband and wife Page: 963 LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY NY, Sworn to before me this Teri Kiselyak Assis t Manager 29"'day of May,2018 Of ftp PuW Stat!if Nm v7a �i'� . NR.O1DE6321944 ,PUNJD OmiCh1Aissu C=4 CHAIN OF TITLE PARCEL F: James W.Dawson Dated: 01/27/81 Patricia G Dawson,his wife Recorded: 01/30/81 To Liber: 8953 John J.White Page: 543 Catherine White,his wife Continued.......... TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL F continued: John J.White Dated: 12/29/87 Catherine White.his wife Recorded: 01/25/88 To Liber- 10521 John J.White Page: 154 Catherine White,as tenants in common Catherine White Dated: 12/30/92 To Recorded. 01/12/93 Maureen Sodokov Liber: 11605 Eileen Jahn Page: 418 Mary Schmeling John J.White,Jr. Joseph K.White Michael J.White Catherine A.White Jean Mane White,all as tenants-in common Catherine White Dated: 12/18/13 Maureen Gianola f/k/a Maureen Sodokov Recorded: 12/30/13 Eileen Jahn Liber: 12758 Mary Schmeling Page: 457 John J.White,Jr Joseph K.White Michael J White Jean Marie Mackey f/k/a Jean Marie White Catherine Byrne f/k/a Catherine A.White To Russell Cherkes Christine Cherkes,his wife LAST OWNER OF RECORD STATE OF NEW YORK) SS: COUNTY OF SUFFOLK) Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC. That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: Sworn to before me this Teri Kiselyak Assis t Manager 29'h day of May,2018 s'rE Raw Destefano (g '•7�• NaWy Public,State of New York 1•: �.� 1:1 N0.01DE6321944 Pueuc t Dualibed m SOON County �q CmnAission Expires March 301 201.1 TITLE NO.:BAL4176S CHAIN OF TITLE PARCEL G: Teepee Trail STATE OF NEW YORK SS: COUNTY OF SUFFOLK Teri Kiselyak being duly sworn,deposes and says that she has an office at 2200 Montauk Highway,Bridgehampton,New York 11932 and is over the age of 21 years and that she is the Assistant Manager of BRIDGE ABSTRACT LLC That the above is the true chain of title as shown on the record in the variance search made under the above captioned title number. BRIDGE ABSTRACT LLC BY: \,/ ,t'1"'-i) Sworn to before me this Teri Kiselyak Assis t Manager 291h day of May,2018 Rowe oeSw ww of New �'� NetZry Pobft.Stye i ypTAM q •i No.� 01DE in S•; F.�x �OrmlMied n uttoik CoumY has roA� l GommiWan EXPIM Manh 300.20 N 51TE PLAN SCALE: 32" = I '-0" 5CTM: 1000-87-2- 19 0 Information taken from survey prepared by N John Metzger, Peconic Surveyors, PC Southold, New York 3 dated January 12, 201 5, updated 2.4. 1 G ° 0 N 0 PROPERTY AREAS: . Z Existing Lot Area: 22,91 1 5C[.ft. Proposed New house: 3 1 2G sc[.ft (with garage * porches) TOTAL LOT COVERAGE: 13.G% Area of Construction Includes: New House * Attached Garage New Porches Extent of Construction: 3 1 2G sa.ft. Extent of Land Disturbance: 10,500 sq,.ft.+/- Including: Structure, excavating, septic, utilities, etc. "TO BE CONTAINED FULLY BEHIND 51 LT FENCING He Pf TEST HOLE PF ELEV. 17-7 DARK BROWN LOAM (OL) 11-011 BROWN SILTY SAND (SM) 3'-0" PALE BROWN FINE SAND (SP) 16'-4" WATER IN PALE BROWN FINE SAND (SP) WATER ENCOUNTERED N� 4.,40 30 t 122 0 (EL. 18.8) �__�--�--►--�--�_-� o �\ o > * N z '` ,I ,I 1 4 bo ovOf 3 DRYWELL 2 PAR ING DRYN BACK PORCH HOUSE ANGLE TO BE PARALLEL H15 51DE _ D PROPERTY jl E o PROPOSED NEW 2 0 _ STORY HOUSE (I 5t FL. ELEV. 20.5'+/-) 'PITCHED NEW SIDE PORCH GARAGE I G'-0" (ELEV. 18.5'+/-) `I 3.5'-.I'I 49'-0" NEW FRONT PORCH y W �v W ❑ ❑ ❑ W ❑ Q � W W 777 (EL. 1(5.4) W W 0 YWELL I APPROX. LOCATION " W W r'F 9CDH5 APPROVED a "W yC � FIC FIELD A5 DE5IGNE by JOHN MEfZGER. 0 Ell 19 co C�A ® ® ® ® ® 10'-0" MIN VPRECA'5 ONCRETE RINGPTi1 CALCULATEDTYPICAL LEADER ELEVATION / SECTION Not to ScalelL1RUNOFF NOTE: Gutters continuously around; 0 Leader locations as per _ installer - all leaders:drain to CLEAN SAND GRAVEL 4" 0 PVC pipe to new drywells. W Z RUNOFF CALCULATION5: 3200 x . I G7 x 7.5 = 4008 gallons of runoff @ (1 ) P-0" x 8'-0" m capacity = 300 gallons 4008/ 300 = 13.G Runoff Containment Requires: (2) 4'-0"deep x 8'-0" 0 ring OR equal (provides 4800 total capacity) C� Z � U wa zz w � .59 f/1 Z 0 � U W ce x a rte, m F+� 9 C/))� i V APPROVAL OF STORMWATER MANAGE ENT COMTROL PLAN -T n ode bate: W Approved by: Z o W � m DRAINAGE INSPECTIONS ARE REQUIRED W y Contact TOS Engineering at 765-1560 before Backfill, OR Provide Engineer's Certification z that the drainage has been installed to Code. UL Z � Q EROSION&SEDIMENT CONTROLS Z Shall include but not be limited to: A well maintained Construction Entrance, Wire Backed Silt Fencing, stabilization & Seeding of exposed and/or inactive soils. PAGE: I UNAUTHORIZED ALTERATION OR ADDITION TO THl5 DRAWING AND RELATED DOCUMENT5 15 A VIOLATION OF5EC. 7209 OF THE N.Y.S. EDUCATION LAW �7 N/0/F N/0/F DANIEL FINCH THOMAS MCQUEENEY KATHRYN FINCH DUNG DWELLING (WELL 150+) (WELL 150+) N86°19'30'E N89°22'00'E 2291' CMF 29,40' & GARAGE EL..18.7 0-19• 0 4 ° p o oCCCC)C)o, INMEN T o & GARAGE - 2106 sq.ft. LOT 13 ft. cMF DWELLING :EP Sao. (PUBLIC WATER) 05 cu.ft. LOT(12) o�y O (VACANT) .M 'glo V% o ' TIC TANK % 'Oo• fp�y9rs ; o cou 0 POOLS 'N. S? i ?RU°OI O DRI X .LAR 3 U� 0 MIN. ABOVE 01 90* X01 �vr p� ,�cg• '°R� � �o 40.0' 3 0 IROWN LOAM OL 'ORiyQ 1 ,R'``_ p<y�, HOLE 3 c'WEVL0 Nam-- HOLE o A P 1 + N/O� 6v,�iNc .QQ� BUILp�NG f�. o Fq, EC 1e 4 CN 3IL TY SAND SM BENTS F SNELLENBURGCJoF� D'FP JOSEPH J SNEBURG II LLENN7 WEAL DWELLING I 6°S6.30,W \ 150 + 17.e 90,00, PIPE OWN FINE SAND SP G�5 FOR P I LOT 11 J PALE BROWN FINE SAND SP .��O�Qpt'� OK`coNSAR�dtl�� (PUBLICWATER) GE JNTERED 16.4 BELOW SURFACE 71UTY 9 �p16 . �,E'r• POLE VS, v�®IR 'Nit Excavation Ing L � ction Required .r1; . rY System By Health Department .n SUFFOLK COUNTY CLERK 5126 TO NA VD 88 TO THIS SURVEY IS A VIOLA71ON YORK STATE EDUCATION LAW. TOTAL AREA =929 90. FT. -SUBDIVISION 2. ALL CER 77FI CA T 70NS AAP AND COPIES THEREOF ONLY IF E IMPRESSED SEAL OF THE SURVEYOR EREON. MAX. C. to C. U GRADE LL- Q � w j EE -r LL LL MIN. O� FER5PECT1 VE VIEW 3G" MINIMUM 2 x 2 FENCE POST WOVEN WIRE FENCE (G x G - 10 / 10 WWF) _z FI LTER CLOTH O N EM BED FI LTER CLOTH G�D� MIN. G" INTO GROUND z 4" � NOTE: MAXIMUM DRAINAGE AREA 112 ACRE / 100 LIN EAR FEET SECTION DETAIL SILT FENCE DETAIL5 - NTS l i i a a ROAD 30' BUT SUFFICIENT TO KEEP SEDIMENT ON SITE W SILT FENCING CONTINUOUS AROUND PROPERTY*TO Q EITHER SIDE OF ENTRANCE 0 LLJ Q: O. oC O Li 0 �, Q Cf) LiJ V) 00 G� G� o > Im PLAN VIEW Z O A D EXISTING CONSTRUCTION ENTRANCE -TEMPORARY SILT FENCING CONSTRUCTION DRIVEWAY TO BE RCA BLEND G" ABOVE GRADE SECTION DETAIL TEMFOI`�,^RY CONSTRUCTION ENTII�^NCE - NT L Q 3 u cl� � toZ CM z . w oCUQ � C) T) 0CD 0 0 Q 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Q 0 0 0 0 0 0 0 0 0 L T VIEW — NTS coo �° cl) 3 L � N ; DRIVEWAY SURFACE ° 2�'��•A{riYYh^h�.d'• IF CHANNEL w LLJ UNEXCAVATED 501L TENCH DRAIN SECTION — NTS z . � U wa Pi A�m w �D CO Uo2 O o U 08 � OMiy�r e V � � r a W CID D s' L � rre�ea r S Qua 0 , 501L STOCKPILE DURING EXCAVATION * FOUNDATION (EL. 19.7) CONSTRUCTION. TO BE 1 REDISTRIBUTED AROUND HOUSE ` UPON APPROVAL TO BACKFILL , 0 NO (EL. 1(5.7) [ , o ® ® o \ ® ® ® ® I PAR ING DRYWELL Fn —31 0 ,51-0110 rE ,50" 1 ; m 12 , 12 20'-0" , , CLEAN 5P , 1 SILT FENCE 51TE PROTECTION; " TO BE I N5TALLED PRIOR TO TEcp'rFni THE START OF CON5TRUCTION— vl CONTINUOUS AROUND STRUCTURE .... �•,f' ;:���= ::=°.; - LOCATION PARKING AREA RUNOFF CALCULATIONS: 1 140 x . 167 x 7.5 = 1427 gallons of runoff I '-0" x 6-0" 0 capacity = 300 6jallon5 1427 / 300 4.7 Runoff Containment Requires: ( 1 ) 5-0"deep x 6-0" O ring (provides 1 500 total capacity) I 35'-1" I W W W W I CON5TRUCTION W "STAG 1 N G AREA" 10'x I O'x3' TEMPORARY W W . CONCRETE WASHOUT PIT W W - W I W W I W W 1 FINISHED DRIVEWAY FROM PAVED ENTRANCE TO BE PE TONE w/ GRA55Y CENTER; AREA OF P ;ING GARAGE SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY ., N. Y. 1000-87-02-19 r3SCALE: 1'=30 JANUARY 12, 2015 FEB. 4, 2016 (PROP. HOUSE) Yaccarino 01-13-2015 N/0/F N/0/F DANIEL FINCH THOMAS MCQUEENEY KATHRYN FINCH DWELLING DWELLING (WELL 150+) (WELL 150+) N86'19'30'E N89°22'00'E LOT COVERAGE 22,91' CMF 29.40' HOUSE, PORCH, BREEZWAY & GARAGE EL.18.7 ° 19 2106 sq.ft. O 210612Z929 = 9% -P C.1) o OD Oo RAIN RUNOFF CONTAINMENT ,nU o o HOUSE, PORCH, BREEZWAY & GARAGE — 2106 sq.ft. o m LOT 13 2106 x 1 x 0.17 = 358 cu.ft. 358/42.2 = 8.5 VF o e�'s� (PUBLIC WATER) PROVIDE 3 DWs 80 X 3 DEEP 2 moo• S6 0 DRIVEWAY (PERVIOUS) — 1035 1035 x 0.8 x 0.17 = 141 cu.ft. Q+�. 141 142.2 = 3.3 VF LOT 12 PROVIDE 1 DW 80 X 4 DEEP W O 'ORi�•�� m o (VACANT) �� qeU/oi M � � Hc O I o• PROP. SEPTIC SYSTEM .o '*o Iz`O'°F-��� (4 BEDROOMS) O OVHWs--a �oVHWs 1-1000 GAL. PRECAST SEPTIC TANK 77UTY fp o purr c„ 1-80 x 12; DEEP LEACHING POOL oW O N. sz ?royoo� j i DRltygY `y � WITH 3 SAND (SW) COLLAR 3 MIN. ABOVE 'Sto D I, O �� GROUND WATER P ?°ss� S 90±A ; e r- -bk BOW RD. TEST HOLE DATA Q l0'� �T Rq�� °RCS ��� S °A°n� o i--- +o.0. MCDONALD GEOSCIENCE �` �FM 10/15/15 N �o DARK BROWN LOAM OL '0Ri SGpA Y ,, ' TEST 3 N < 1 WELL �A�eVi l�o oo' `PRIIyCIP�BDIIDIp�' --,:.� ELD17.7� 00 n 150 + N/O/F �oiNc �wtoPe I w F,y EC 18 4 W BROWN SILTY SAND SM BENTE F SNELLENBURG �2ppt, 0.3'S. d' LOT 15 3 JOSEPH J SNELLENBURG IIIVB o E 6 S6,30, 0 cn DWEWNG ��� DWELLING 150 + �✓ 17.8' ? (PUBLIC WATER) 90,001f P)PE PALE BROWN FINE SAND SP LOT 11 16.4• ���e+' P O U �P Y'iy�'�,1, �N C� � DWELLING 0 J WATER IN PALE BROWN FINE SAND SP � ��R�apts { PUBLIC WATER ^y LOT 19 1+.�'� DWELLING NOTE.• WA TER ENCOUNTERED 16.4' BELOW SURFACE {s^• nurY (PUBLIC WATER) POLE [[ on Ree OF Y .`fir• :l 0 = PIPE EXQ1CmBF' dem . ® = MONUMENT By Reu f t ) SDC' J�� w ..� . LOT s ARE REFERENCED TO �T t pr,,r,�r,rYy 'MAP OF NUNNAKOMA WATERS FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON JULY 9, 1968 AS MAP NO. 5126ff ELEVATIONS ARE REFERENCED TO NAVD 88 °y - :�';a4!%;.L49618 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLA77ON PECONIt?ANS( 1�WYORS, P.C. OF SECTION 72090F THE NEW YORK STATE EDUCA77ON LAW. TOTAL AREA 22,929 SO. FT. (6J1) ( )765-5020 FAX 631 765-1797 EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS P.O. BOX 909 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP' OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 15-223 SURVEY OF PROPERTY A T SOUTHOLD TOWN OF SOUTHOLD SUFFOLK COUNTY , NY 1000-87-02-19 SCALE: 1'=30 JANUARY 12, 2015 PROPERTY AREASi FEB. 4, 2016 (PROP. HOUSE) Existing Lot Areat 22,911 sq.ft. JULY 29, 2016 (CERTIFICA TIONS) Proposed New House► 3126 sq.ft DANIEELOFlNCH MAY 17, 2018 (CERTIFICATIONS) (with garage & porches) N/0/F ,� MCWEENEY KATHRYN FINCH JULY 18, 2018 (BLDG FOOTPRINT) TOTAL LOT COVERAGE, 1316% DWELLING DWELLING Area of Construction Includes (WELL 150+) OCTOBER 29, 2018 (FOUNDA TION LOC.) New House & Attached Garage ( - 150+) New Porches Extent of Construction, 3126 sg.ft. N86'1 9'30"E N89'22'00"E Extent of Land Disturbance, 10,500 sg,ft.+/- 22.91 CMF 29.40 Includingi EL.19. Structure, excavating, septic, utilities, etc. REeAR SET EL.1&7 O xTO BE CONTAINED FULLY BEHIND -P- SILT FENCING pD O PROP. SEPTIC SYSTEM CV �°o (4 BEDROOMS) Ri LOT 13 1-1000 GAL. PRECAST SEPTIC TANK �g� DWELLING1-80 x 12 DEEP LEACHING POOL o�. o (PUBLIC WATER) WITH 3' SAND (SW) COLLAR 3' MIN. ABOVE so° GROUND WATER a LOT 12 DRIVEWAY RUNOFF CALCULATIONS: 1328 x .167 x 7.5 = 1663 gallons of runoff (VACANT) ® (1) 1-O" x 8'-0" 0 capacity = 300 gallons 1663 / 300 = 4.7 ^M o°?o Runoff Containment Requires: O ` ? , h (1) 6-Oldeep x 8-O" 0 ring ;f' '�s (provides 1800 total capacity) A ell �s"' o• ,'`, Q��e VUTY PARKING AREA RUNOFF CALCULATIONS: Z 2 ' ^� 1140 x .167 x 7.5 = 1427 gallons of runoff �� FOUNDATION ; /^O� POLE ° �4VP�li VI''1 �fi� ! M1J.J ® (1) 1=O" x 8'-0" 0 capacity = 300 gallons aN. ..?P END.=20.T - - - = O - - - 1427 / 300 4:7e ,, ?� ; - - Qr Runoff Containment Requires: N �, a , , BOW RD.(1) 5'-0"deep x 8=0" 0 ring tY 6 � k (provides 1500 total capacity) TEST HOLE DATA McDONALD GEOSCIENCE 10115115 EL.17.7' 0' � 720 TEST El.n.r � ° o � HOLE DARK BROWN LOAM. OL 1W+ N10/F e� iNc •00' ,h 1�----ao.o� 4 tom- i 1 BENTE F SNELIFNBURG ani 9oFD.3 S3S ' EI18 4 W 15 / JOSEPH J SNE1 I BURG it � •t}' LOTO BROWN SILTY SAND SM WE + DWELLING _ - N7�56' 3' 50 3Q" DWELLING1 I W 4 17.8 ? (PUBLIC WATER) I 9Q•OQ' PlPf o: I wa 3 PALE BROWNFINESAND SP LOT 11 - • — • — • — • — • — • — - ZI EL.1.3' 16.4' I DWELLING I (PUBLIC WATER) a WATER IN PALE BROWN FINE SAND SP ... LOT 19 Q DWELLING 17' -lu'RUTY (PUBLIC WATER) NO 7E- WATER ENCOUNTERED 16.4' BELOW SURFACE Pof E CERTIFIED T0: KEY , PAUL E. KELLY 1� BRIDGE ABSTRACT LLC Q = REBAR ® = PIPE C N�C < :1�;" ® = MONUMENT a LOT®s ARE REFERENCED TO FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK "MAP OF NUNNAKOMA WATERS" -tE Of ON JULY 9, 1968 AS MAP NO. 5126T. ELEVATIONS ARE REFERENCED TO NAVD 88 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SEC77ON 72090F THE NEW YORK STATE EDUCA77ON LAW. PE ,VAS` Y S P.C. EXCEPT AS PER SEC77ON 7209-SUBDI14SION 2. ALL CER77F7CA770NS (63 (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P 0• SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA = 22,929 SQ. FT. 1230 TRA UE R STREET WHOSE SIGNATURE APPEARS HEREON. 15--,223 SOUTHOLD, N. Y. 11971 y SCDHS REF# R10-16- 036 SURVEY OF PROPERTY � za,� A T SO UTHOLD TO WN OF SO UTHOLD ear. SUFFOLK COUNTY , N. Y. 1000-87-02-19 SCALE.- 1'=30 JANUARY 12, 2015 FEB. 4, 2016 (PROP. HOUSE) JULY 29, 2016 (CER77FICA TIONS) N/o/FMAY 17, 2018 (CERTIFICATIONS) N/0/F DANIEL FINCH TMO,,IAS MCQUmdEY KATHRYN FINCH JULY 18, 2018 (BLDG FOOTPRINT) DWELLING DWELLING (WELL 150+) (WELL 150+) OCTOBER 29, 2018 (FOUNDATION LOC.) N89'22t00"E JUNE 19, 2019 (FINAL) "86'19'30"E 29.4ZZ.91CMF 0 I � ..__. EL.19. Se, t, ..-! ':! t .;19 ? REBAR SET EL18.7 Fr ' '- r ' (r._ OTEDn `C- FORO \` -P WIN + N O O TN? ^ y;•.e t(rn•,_.,+E a N -r c" ��..� ,^,. ..'' c��'.w'i.r�n^ti?"1 I`��'^ QCfI A F7 zr .f.,-s ?i;."• �1nf:e.eJ f:�'r[i.��?':v'f -�`i'; '?T C1:'" "rCav:'•i and find f0 rrT C LOT 13 j LOT 12 MF 114. DWELLING ' o J 2 (Pueuc WATER) Craig Knepper, P.E., Chief (VACANT) S62 Office of Wastewater Management 16. SEPTIC LOCATIONo w ' F . .B. STONE / A ST 226' 37' m 0 STOOP CONC. CE LP 38 44.6 ,M o' �C. POSCREENED ' PORCH ON 7S3 6�4 F� ��F 62.4• STONE PATIO , ,B /OVHWs—=�-- � OVHWs—� TEST HOLE DATA Z ��' 55.6• UTILITY McDONALD GEOSCIENCE FE. ^ 1 ^ry O POLE 10/15115 .o'N. Dw ,� �oJ�� O EL.17 O' 8es �'`� z9, TO QP DARK BROWN LOAM OL ;' 4/1 v� PORCH 7. , Oh'�Le�, �`` �`',6� BOW RD. 1• e ' •�.,Sp e4 7 Yz�T UG 48 0SEPTIC tv0 F PROE �`//// ? o� COVER BROWN SILTY SAND SM moi;. ;FNOPAN �TANK /i/j/, ^h 3 3, ///// •A• ST SLP 0 F Ow AR3CR OVER W STOW_ PATIO h \ WATER METER Fe DO Dw WATE-�W O PALE BROWN FINE SAND SP 150 + N�O/F � N� Q y SE cE TEST—W O ui BENTS F SNE31EtdBURG FN��C, FE. EL.78,4 LE EL0.17.7' �} W EL.1.3 16.4 JOSEPH J SNELLENBURG II •_ LOT 15 0. 150 + DWELLING I N,6.561.3Q"� EL.1� ? (PUBLIC WATER WATER IN PALE BROWN F7NE SAND SP .8 ( ) 90.00' PIPE W 17' 3 NO TE. WA7ER ENCOUNTERED 16.4' BELOW SURFACE . LOT 11 i w 0 DWELLING 0 M (PUBLIC WATER) a KEY CERTIFIED TO. I LOTO PAUL E. KELLY 19 0 = REBAR BRIDGE ABSTRACT LLC DWELLING ® = WELL UTILITY (PUBLIC WATER) � = STAKE POLE ® = JEST HOLE \\ ® = PIPE ® = MONUMENT = WETLAND FLAG CO., = U77LITY POLE LOT®s ARE REFERENCED TO C"� O`'�EI� "MAP OF NUNNAKOMA WATERS" C-) AUG FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK � � ON JULY 9, 1968 AS MAP NO. 5126 ': . : : ' ,. S 2019 ELEVATIONS ARE REFERENCED TO NAVD 88 - x G 1.:.. '. '.: ...,, , --• _ y ANY ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLAT70NN '`' � �• 18 OF SECT70N 72090F THE NEW YORK STATE F EDUCATION LAW. PECONIG4U6;hE'Y5RfS, P.C.' EXCEPT AS PER SECTION 7209—SUBDI14SION 2. ALL CER77FICA77ONS (631) 7t5-5020�FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF P.O. BOX 909 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA = 22,929 SO. FT. 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. 15-223 \\\ .. SOU TH. •. OLD, N Y 11971 SCDHS REF# R10-16-0036 SURVEY OF PROPERTY A T SO UTHOLD TOWN OF SO UTHOLD SUFFOLK COUNTY ., N. Y. 1000-87-02-19 SCALE.- 1'=30 JANUARY 12, 2015 FEB. 4, 2016 (PROP. HOUSE) JULY 29, 2016 (CERTIFICA TIONS) DANIEL FlNCH MAY 17, 2018 (CERTIFICATIONS) N/O/F KATHRYN FlNCH THOMAS MccwEa� JULY 18, 2018 (BLDG FOOTPRINT) DWELLING DWELLING (WELL 15W (WELL 150+) OCTOBER 29, 2018 (FOUNDATION LOC.) 9'30"E N89022,00"E JUNE 19, 2019 (FINAL) N861 40 22.91 CMF 29.CMF I EL19. REBAR SET EL.18.7 O .. .t, . O O 00 o d N Co m LOT 13 j LOT 12 rMFF��8� DWELLING (PUBLIC WATER) i (VACANT) S62 4 SEPTIC LOCATION `30'F .A. .B. ow ST 22.6' 37' m� SSTONE TOOP h CONC. CE r (p 38' 44.6' ,M o 2c 26 Sl , o .0• 2 SCREENED PORCH ON 7S13, 62.4• STONE PATIO TEST HOLE DATAz �• B' OVHWg OVHWs-• McDONALD GEOSCIENCE ^ry 55.6' POLE 10/15/15 FE. C) Oti �'r��' ? O c ow " �? ^ O F�Fa EL.17.7' 0' 'ase N��c,? ? o� P ' ry 9 R/0 WOOD RTO O Q BOW RD DARK BROWN LOAM OL 4w,� N6 PORCH R/►i ° 61, �' r . U/6 SEPTIC BROWN SILTY SAND SM � Nc TANK�E ������ . o COVER 3 � ;• ccCC O A ^� ST °LP ow o ARBOR OVER W AR/ STON£ PATIO h \ WATER NC/A r ry' K, METER PALE BROWN FINE SAND SP 15 + ��e�/�?�00' ow wA�RER�w��w O N/O/� % E TEST F- BENTS F SNEI I BURG F��<pp 0 S EL.18.4 EL017.7' 0) � W EL.1.3 16.4 JOSEPH JDLIEUENBURG II F� N76� LOT 15 WE 5cn WATER IN PALE BROWN FINE SAND SP 15 + I s 3Q W n E.178 Z (PUDWE WATER ) I `�O.Oo' PIPE 17' c Q NO TE. WATER ENCOUNTERED 16.4' BELOW SURFACE W i LOT 11 � _ — . — . — . — . — . . . — — DWELLING o rZq m KEY CERTIFIED T0: I (PUBLIC WATER) a Q = REBAR PAUL E. KELLY LOT 19 BRIDGE ABSTRACT LLC ® = WELL DWELLING ® = STAKE POLE (PUBLIC WATER) = �f ' TEST HOLE ® = PIPE = MONUMENT ' = WETLAND FLAG = U77LITY POLE SQA. NC-11 LOT®s ARE REFERENCED TO � r rQ -' "MAP OF NUNNAKOMA WATERS" 1A FILED FILED IN THE OFFICE OF THE SUFFOLK COUNTY CLERK ON JULY 9, 1968 AS MAP NO. 5126 '�' x;„ �'. `^;'r+ AUG S • 5 ':Vii 1� ELEVATIONS ARE REFERENCED TO NAVD 88 ANY AL TERA TION OR ADD177ON TO THIS SURVIL 18 EY lS A VIOLA TION 'r OF SECTION 7209OF THE NEW YORK STATE EDUCA77ON LAW. PECONICT'kSURVEYORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2. ALL CER77FICA77ONS (631) 765-5020 FAX (631) 765-1797 HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR TOTAL AREA = 22,929 SQ. FT. P.0. BOX 909 WHOSE SIGNATURE APPEARS HEREON. 1230 TRA VELER STREET SOU THOLD, N. Y 11 971�\15-223 223 S- Q3 o 41cvC) 4� () Z N FU Q C9 z (3 Z_ lu IN Z n 0 C) C) — — — — — — — — — — F 6', 16 L AI LLJ 1 11 H - 0 I. 3G TW2 M TW2M > ;> LLJ FWGGOGII _4 2, -Tz 13ACK ELEVATION SCALE: -L,, = I ,-o,, 4 Z . wa zea Z Z �� 60 TW2 36 TW21 410 TW21 410 1 [TW2 W14 10 TW21 410 LU z - ■ - -- v 1� LU N5 C) TW2 36 LLJ C) O RIGHT SIDE ELEVATION 5CALE- P-0" 4 0:: PAGE: do FE s s 0i UNAUTHORIZED ALTERATION OR ADDITION TO TM15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 2 M C) N SECTION SECTION SECTION p z U B A DOWN TO F p N N WINDOW AND DOOR SCHEDULE a z 9x4 STIIf� FRAMF OAFS U CLEAR GLASS EFFECTIVE PRESSURE REQ'D PREFORMANCE 14'-0" GRADE18'-0" SYMBOL MODEL NO. WINDOW TYPE QUANTITY SPECIAL NOTES FRAMED ABOVE HEADER; PROVIDE I7'-0" z OPENING AREA WIND AREA ZONE PREFORMANCE GRADE RATING 3" CL05ED CELL SPRAY FOAM lo'-o° w WI TW2852 TILTWASH 5.77 10.48 20 5 17.4 -22.0 40140 5 INSULATION, INSTALLED BLUESTONE SLAB STOOP C) U Q [D W2 TW243G TILTWA5H 3.20 5.73 10 5 15.2 -24.0 40140 10 TEMPERED IN SHOWERS TO HEIGHT OF CEILING BEAMS; W3 TW2 104 10 TILTWASH 5.72 10.45 20 4 17.4 -10.0 40140 6 EGRESS 8" CDX PLYWOOD SHEATHING, p2 D4 HOUSE WRAP * HARDIE BOARD W4 A3 I AWNING 1,40 4.30 1 0 4 1 8.2 -1 9.0 35/35 4 TEMPERED IN SHOWERS BATTEN SIDING ON OUTSIDE 8' 4" a'-4^- I H w 2x I 0 CJ @ I R W5 ANSI AWNING 2.50 6.20 I 0 4 18.2 -19.0 35/35 I �D RAFTERS 16" OC o O v ON EACH SIDE OF FRAME N WG AX281 AWNING 1.20 5.00 10 4 15.2 -19.0 35/35 I I'-0" A.F� W7 AWG I AWNING 3.0 1 1.2 20 4 17.4 -19.0 35/35 2 AS TRANSOM OVER GLIDERS 9.0LATCH wl W8 TW2 1 03 10 TILTWASH 4.5 8.0 10 4 18.2 -19.0 40140 2 R 2- I a" X92" LVL HEADER D I 306 I 0 HINGED ENTRY I MANUFACTURER d STYLE T.B.D. w/TOP PLATE, FINISH OU 51DE D2 FWG606 I I FRENCH WD.GLIDER 1 5.3 1 24.86 50 5 1 6.3 -20.0 40140 4 w/ I x AZEK ! 12 I 0 CJ 0 16"OC I W4 D3 FWSL 176 I I FRENCH WD.51DE LITE - 4.79 10 4 18.2 -19.0 G5/G5 2 I PITCH I 2x6 FALSE RR 1 2'-0" ABOVE FLOOR RAFTERS D4 FWT60 16 FRENCH WD.TRANSOM - 3.93 10 5 18.2 -24.0 G5/G5 2 b TO MATCH = 2x I 0 CJ @ I G" OC EXTERIOR SID D5 3068 HINGED ENTRY I MANUFACTURER STYLE T.B.D. 12" SQUARE COLUMNS 1 2'-4" ABOVE FLOOR I = .N ALL WINDOWS TO BE ANDERSEN,400 SERIES, UNLESS OTHERWISE SPECIFIED w/SCREEN PANELS BETWEEN EACH o I Lu w4 WINDOWS t DOORS TO BE WHITE EXTERIOR,WHITE INTERIOR UNLESS OTHEPIW15E REQUESTED BY HOMEOWNER. MASTER = c) ALL PROVIDE CLA551C SERIES LOCKS, HARDWARE AND HAND LIFTS IN WHITE FINISH. FULL EXTERIOR SCREENS I SCREEN PORCf1 258%LIGHT n 62x6 FALSE RR (� 9.3�o LIGHT o SIMULATED DIVIDED LIGHT GRILLES, 2 OVER 2 TRADITIONAL STYLE,A5 SHOWN ON ELEVATIONS-PERMANENT EXTERIOR,REMOVABLE INTERIOR;3/4"WIDTH SECTION TO MATCH J s•2�vENT p C BLUESTONE SLAB FLOOR EXTERIOR SID v CALCULATIONS POR',WINDOWS BASED UPON EXPOSURE B SECTION I BEADBOARD ON CEILING � COEFFICIENT 1 .0 WITH 130 mph BASIC WIND SPEED. AS PER D secTlorJ N O >, V- z O TABLE R 301 .2 (2) NEW YORK STATE BUILDING CODE. i� U-1 w4 N D N I I -� PITCH w O co WALL OPENINGS INCLUDING WINDOWS AND DOORS SHALL BE PROTECTED WITH REMOVEABLE 5/8"WOOD STRUCTURAL PANELS G" MULLION SPACE I RAFTERS " 0 WITH MAXIMUM OF 8'-0"SPAN. FASTENERS FOR SPANS UP TO G'-0"SHALL BE 2 112 -#8 WOOD SCREWS AT I G"O/C,FASTENERS BETWEEN ALL KITCHEN s C.O.. D- I�- (n _ FOR SPANS UP TO 8'-0"SHALL BE 2 1/2"-#5 AT 12"O/C. TABLE 301.2.1.2 WINDOWS � PLATE EIGHT CHANGES AT THI POINT I - ALL UNITS MUST MEET OR EXCEED THE MINIMUM DE51GN PRE55UU REQUIRED,ANY MULLED UNITS MUST MEET OR EXCEED ° � D2 D2 I LINE OF 9'-0"CEILING 1_ I.5 TIMES THE DESIGN PRESSURE REQUIRED AND MUST TRANSFER LOADS TO THE ROUGH OPENING SUBSTRATE. ALL EXTERIORDOWN 2668 A= 2 I °° - " WALL PLATE HEIGHT 1 2'-O" WALL PLATE HEIGHTGLAZING MUST MEET ASTM E 1996 TEST REQUIREMENTS AS PER NEW YORK STATE RESIDENTIAL CONSTRUCTION CODE. / TO POR H 6'-6" _ 3-0" 2'-0"REFERTOSECTION R 1609.1.4 FORALTERNATIVE OPENING PROTECTION. �\(W / o o I_0 TRANSOMS O ER DOORS ABOVE O LL HALL - 9'-0" CLNG �- ALTERNATIVE FOR OPENING PROTECTION � ; o �Q cLos O = cLosET POC 068 W2 = � _ 2068 � WOOD 5TRUCTUPAL PANELS WITH A MINIMUM THICKNESS OF 7/16-AND MAXIMUM PANEL SPAN OF8'-O- I � � GREAT ROOM N @� � POCKET 5 SHALL BE PERMITTED FOR OPENING PROTECTION IN ON AND TWO STORY BUILDINGS. PANELS I � � VAULTED CEILING SHALL BE PRECUT TO COVER GLAZED OPEN WIGS WITH ATTACHMENT HARDWARE PROVIDED. ' W2 KITCHEN I I � � `-° DU zz 2468 LL_l (REFER,TO SECTION 1609.1.4 AND 1609•.6.5 AND TABLE 1609.1.4) 9'-0" CEILING i I @ DOOR - u LAUN RY 40' - I 12 ABOVE FLOOR; MAKES MODEL • 9'6" TABLE I IG09. I .4 O O � I I T.B.D. INSTALL AS PER � O O ® WRC;I E V ____..__...___...._..._..__............._ .. .. . ...... _.__..._._..._._.-__. _.............._.__.____..... ._. ADJUST FRAME e• H RD PP 0 ® _ I YL P WNNJDBOP Nd1=DE8Ri5 PROTECTION FASTENING SCHEDULE FOR d'JOOII 5TRUCTURAL PANELS- ° - m `Q .5T DRY NT MANUFACTURER, RA � •c' _ _... . _ .._ _ z PROVIDESTONEACCORDINGLY. @ ~ TO AKIN DSCTV W5 'I W o FASTEN> RSPACING(INCHES) /�I LU a I FACE OF UNIT* MANTLE. SHIPLAP N� O z p - UNITS PANEL SPAN< 2' 2'-0"< PANEL 4'-O"< PANEL 6'-0•< PANEL �� I o WALL ABOVE TO CEILING. FIREPLACE - - - -- FASTENERTYPE 0- SPAN<4'-0" SPAN<6'-O" SFA14 <8'-0" _ I w SHAFT FRAMED UP TO PITCH OF Oi I RAFTERS. 12" FRAMED HEARTH 2068 a W2 WITH APPLIED MASONRY VENEER c.o. POCKS - o BLUESTONE SLAB TOP s'-a'--� 2 I/2 #6 WOOD >CR��rS I6 t 6 12 9 I' d D O I N DENCrI UDROOM 2668 ° o 15'-0" SEAT '-O" CLNG CLOS T H ST FAN � 2 I/2- #8 tNOOII E>CR8.tir5 16 16 16 !2 UT ED O cz A.THI5 TA51 F I5 B/5ED ON A MAXIMUM WIND SPEED(3 SECOND GUST)OF 130 MPH AND MEAN ROOF_ I'o" 2- 1 I z" LVL FLUSH 2'- 10" w SQUARE COLUMNST ,- b BLIFASTOE €R5 SOHEtLL Br-- AT OPPCS..JG ENDS,OF THE WOOII STRUCTURAL PANE w/CAP BASE TRIM o F �, F A C. WHERI:SCR>tY;i ARE ATTACHED Td M�O1RY OR MASONRY/STUCCO,THEY SHALL BE DETAIL I'2" DOWN O C.O.co m 6 5.D. ATTACHED UTILIZING VIBRATION RESISTANT ANCHORS HAVING A MINIMUM VL'iTHIIPAWL ; -�I � � � � � � CAPACITY OF 490 LBS. N 3- 118" LVL DROPPED GIRDER N v - - �3) - d 3)G8-PROVIDE 45 MINUTE O - = FIRE RATED DOOR WITH \ C O 3 2 DIAMETER STRUCTURAL U 5 LF CLOSING HINGES Ems-+ U m c� � D OR SWEEP STEEL COLUMN BURIED IN 2- 92" LVL HEADER DI IN PE GOA o I 0I DOWN CONCRETE FOOTIOGRED WRAP w/ I x AZEK o I o -� I x BOX AROUND COLUMN W a q DINING � ° � � I I C� Z �'� 2x8 PERGOLA BEAMS-� - I - 9'-0" CEILING 2x4 CROSS TRELLIS _ INSTALLED ON FLAT N - Z OVER BEAMS � � � � = D2 I O GARAGE I3'-a^ o° 19 10'-I O" +/- CEILING HEIGHT 1 G-0"x 9'-0" DOOR w/ U I- 7 L C = I E ABOVE GARAGE SLAB V w - b -, 3- I I Z" LVL HEADER ABOV I ' ►x 2- I Iz" LVL FLUSH CO N C520 STRAPPING {{ 8'-6" 4'-I7/7-77-1/1777 Q" 8 RECESSED I HANG ROD w/51ELF WALL NICHE N o� ABOVE,TYP.ALL CLOSETS • -"'iso 4 - CLOSET cc LCDC.O. _ r`•+/'�'� �w O a n 2468 eS.D. - p I , ene N"e4 w EXHAUST FAN } UP ( t ~ DUCTED TO 0 p WALL LEGEND: OUTSIDE. m I-w NOTE: 1-'' PROVIDE WIRING FOR OVERHE D 2 68 q GARAGE DOOR AS PER NEW CONSTRUCTION � CLOS 3061 o 12'-4"WALL MANUFACTURER SPECIFICATIO S +1: 2"X G" STUD FRAME EXTERIOR WALLS, U BEDROOM o THERMATRU PLATE HEIGHT n ENTRY DOOR / IN ACCORDANCE WITH THE J I" CLOSED CELL SPRAY FOAM BEHIND `� 9'-0" CEILING 2068 14"51DE LITE R-15 BATT INSULATION, " PLYWOOD o 13250.FT. 3 1/2' D4 RESIDENTIAL ELECTRICAL CODE 9.3%LIGHT •C.O. D I OF NEW YORK STATE SHEATHING ON EXTERIOR, HOUSE WRAP 5.2%VENT HARDIE CLAPBOARD SIDING; ?' GYPSUM o - USE 51MP50N HU SERIES 8'8" DOWN 4" 24'-0^ BOARD ON INTERIOR SIDE = 32' MULLION SPACE o - CONNECTOR @ J015T5 TO PORCH - BE EN DOOR+k FLUSH HEADER v N W z 2"X 4" INTERIOR STUD PARTITION, _ _ _ _ _ = SI FLIGHTS TO 3- I IkLVL DROPPED GIRDER W w/ I LAYER " GYPSUM BOARD ON EACH - Z„ ACCOMMODATE --- --- _ 2 3- 1 1 Z5 LVL FLUSH HEADER T N50M WIDTH p z 0 SIDE; USE MOISTURE/MOLD RESISTANT N 2x4 NAILERS BOARD IN KITCHEN, BATH * MUDROOM ^5rCTION W I 2x 10 CJ @ I G" O.C. co FLUSH TO SECTION O u AREAS + USE CEMENT BOARD ON ALL E O ENTRY PORCH `�`� II E W r' AREAS TO RECEIVE TILE 2068 ° BOTTOM OF CJ m M 9'-2" PORCH CEILING HEIGHT `9 2x4 STUD FRAME WALL COMMON TO z'-o" 2'-0^ BARREL CEILING I U 4"x4 PORCH FLOOR BOARDS DOWN W L GARAGE; 3" CLOSED CELL SPRAY FOAM wl wI CLOS 10'-1" HEIGHT @ ARCH C0 BEADBOARD ON CEILING ° INSULATION WITHIN * I LAYER J" FIRE RATED _ 2- I "X 7�" LVL HEADER N 3 DRYWALL ON EACH SIDE OF FRAMING x w/TOP PLATE; WRAP FINISH I) z w/ 1 x AZEK _ • CEILING HEIGHTS AS INDICATED WITHIN ROOM AREAS. 9'-0"WALL PLATE PROVIDE FACE MOUNT Z N HEIGHT5 THRU M05T AREAS; HIGHER PLATE HEIGHTS IN AREAS OF [80 1 CONNECTOR @ABUTTING <[ VAULTED CEILINGS; HEIGHTS A5 SHOWN ALONG WALLS. HEADERS 6x6 POST CARRIED THRU PROVIDE WOOD FRAME Z -- - - DOWN I - - TO FOOTING. WRAP w/ PEDESTAL BASE t FINISH • CEILINGS PITCHED WITH ROOF LINE * UP TO SECOND FLP,. CEILINGS, I x AZEK AND BUILD OUT w/APPLIED MASONRY TO 12"5ct. PROVIDE TRIM VENEER* BLUESTONE • ALL WINDOWS * DOORS TO RECEIVE 3- 2x 10 HEADERS ABOVE DETAIL FOR CAP BASE SLAB TOP WITH 4" MULLION BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. • 7'-0" WINDOW HEADER HEIGHTS AS INDICATED ON SECTIONS; 15'-4" 8'-e" Is'-o" I2'-o" GREAT ROOM DOORS *TRANSOMS TO BE AS SHOWN, secTlorl SECTION • ANDERSEN 400 SERIES PRE-FINISHED WHITE WINDOWS, SECTION secrloN A F APPLIED EXTERIOR DIVIDED LIGHTS AS SHOWN ON ELEVATIONS. C B ,� ` • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE sy CALLED OUT ON PLAN. • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL FI IST FLOOD PLAN STYLE * HARDWARE TO BE SELECTED. 2� i�� = 1 �� Fo �8358" Fc' PAGE: • NEW PRE-FINISHED WIDE PLANK OAK FLOORING THRU-OUT SCALE: 4 I -0 ARpFESS10NP� ALL AREAS UNLESS OTHERWISE NOTED. UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 3 u N SECTION SECTION SECTION O Z N Q 4"0 ROOF B A F LL Qz ROOF z ., w 4 � UQj — o (D oto ATTIC ___----- -ATH 3— LAUNDRY I 15ATHI4 1— I r I � 1 �I 1/2 b1 1/2 $1 14 11 1/4 I II I/2 I I 112 1 1/4 �1 1/4 i11/4 I I / of o DI o W.M a p SECOND FLOOR I rev 3z 1 1/4 1 1/I I ROOF LINE OVER 2 1 1/4 1 I/4 2 3 � MASTER PORCH C.O.I1 i C.O. Ico 7 SECTION I U y0 In KITCHEN BATH I ___ -- PdDRl` —� — BATH 2 -I -1 II 3 — -- ----r I I I D 49'-0" SECTIONV'- z O 11 1 I 1/4 �1 1/4 F.A.I. 14'8" 34'-4" ^ r— lII i 1 1/2 4 11/ 4 °1 1 /� �I 1/2 i I 1/2 � I 3 11/4 11/4 `11/2 of o 0 0 1 LAV m N O INK D W a b W.M ° I a I 3- 1 1 Z" LVL HEADER ABOVE I IL I— N ° SHOWER TRANSOMS OVER DOORS FIRST FLOOR v� - W7 2 1 va 3 2 2 2 3 2 1 u4 1 u4 I WALL PLATE HEIGHT 1 2'-O" ABOVE FIRST FLOOR 1'-112" WALL RAFTER PLATE HEIGHT C.O a _ TO SUFFOLK COUNTY DEPT,OF 4 HEALTH SERVICE5 APPROVED SEPTIC LINE. ( LEDGE 4"C.I.HOUSE OVER TRAP HALL t DUILT 1 S SLOPE" 1/4" PER FOOT PITCH TO DRAIN o� l G'-O"WALL PLATE HEIGHT � BASEMENT LINE OF 7-0" HEIGHT O N LINE OF 6-0" CEILING HEIGHT OPEN BELOW TO r CLOSET I W 7-2�" WALL PLATE HEIGHT - GREAT ROOM 4005 z I PLUMBING RISER DIAGRAM _ _ _ _ _ PITCH —LINE OF 8'-0" CEILING HEIGHT \ 14'-4" W3 NOT TO SCALE w3 2x4 FRAMING AROUND - N 3'2" BEDROOM N Lo FIREBOX TO CONTINUE UP TO CEILING LEDGE 8'-O" CEILING m W OVER 158 LI CLOSE t 9.3%LIGHT BEDROOM BUILTI 5 °' LINEN 5.2%VENT U o W3 6-O" CEILING 179 SQ,FT. I 9.3%LIGHT 5.2%VENT 2668 0 U N U W3 O OPEN BANISTER t s o; WALL LEGEND: 1 I2'-2" o � NEW CONSTRUCTION I 17'-a" c� � p _ 2oG8 N C.O. 2"X G" STUD FRAME EXTERIOR WALLS, - I t S.D. PROJECTION (� 1" CLOSED CELL SPRAY FOAM BEHIND N o. (WHILE OPEN) EXHAUST FAN Z R-15 BATT INSULATION, 8" PLYWOOD N c� t ° U r PULL-GOWN 2468 DUCTED TO o n U SHEATHING ON EXTERIOR, HOUSE WRAP I 4068 2GG8 N o _ I ATTIC STAIR OUTSIDE. u? w a HARDIE CLAPBOARD SIDING, GYPSUM 3'-2„ 3,-8" - DOWN N O W I w BOARD ON INTERIOR SIDE b I CLOSET DOUBLE JOIST ® ,o STACKED PROVIDE VI L AN EITHER 51DE Z LAUNDRY w/CURB; HARD PIPED 9'_p"x 0-8" 2"X 4" INTERIOR STUD PARTITION, m DRYER VENT DU TED TRIMMED OPENING z w W/ I LAYER 2" GYPSUM BOARD ON EACH 7'-2 TO EXTERIOR 2-74"LVL HEADER ABOVE SIDE; USE M015TUKE/MOLD RESISTANT 21OGe 2868 24 o w3 I w ORO'.- BOARD IN BATHS * LAUNDRY AREAS �:5TRIMMED OPNG Z co ¢< USE CEMENT BOARD ON ALL AREAS TO a I Q O o RECEIVE TILE 5 EXHAUST FAN N 2068 2xG STUD FRAME WALL COMMON TO OUTS D DUCTEDTO m POCKETD OPEN BANISTER N I w '� UNFINISHED ATTIC AREAS; " DRYWALL ILo FAMILY ROOM w3 TO LIVING SPACE SIDE OF FRAMING 8'-0" CEILING _ LINE OF 6-0" CEILIN • °"'y0, OPEN B 3 0 (— • ALL WINDOWS TO RECEIVE 3- 2x 10 HEADERS ABOVE TOE _� _ _ LINE F 7'-O" HEIGHT w W WITH 4" MULLION BETWEEN ANY PAIR, UNLESS OTHERWISE NOTED. / � • ."• "" • G'-8"WINDOW HEADER HEIGHTS AS INDICATED ON SECTIONS; DIRECTION CHANGE OF CEILING 0-0" WALL PLATE HEIGHT • FRONT DORMER WINDOWS TO BE G'-1 O" AS SHOWN. • ANDERSEN 400 SERIES PRE-FINISHED WHITE WINDOWS, APPLIED EXTERIOR DIVIDED LIGHTS AS SHOWN ON ELEVATIONS. \ 2x I 0 CJ @ 16" O.C. 4'-C 1/2" 7 1012— • INTERIOR DOORS TO HAVE 2- 2x8 HEADERS UNLESS OTHERWISE 1 ATTICA \ - CALLED OUT ON PLAN. v WITHIN ROOF LINE WALL PLATE h`i IGHT 12'-4" • DOORS TO BE PRE-FINISHED WHITE, PRE-HUNG, SOLID CORE, PANEL / ABOVE FIRST f LOOK STYLE * HARDWARE TO BE SELECTED. N / I I N ✓✓ -�_ 13'-2 112 • NEW PRE-FINISHED WIDE PLANK OAK FLOORING THRU-OUTtn ALL AREAS UNLESS OTHERWISE NOTED. g_lo, \ - G'-1 O" HEADER HEIGHT I �/ N • MAINTAIN 8'-0" CEILING/WALL PLATE HEIGHT THRU OUT THIS WINDOW LOCATION W I \ I Z o MAJORITY OF SECOND FLOOR AREA. \ w(5 w8 CD G') 14 2 1/2" • CEILINGS PITCHED WITH ROOF LINE TO WALL PLATES AS SHOWN, W SECTION ED • INSULATE WITHIN CEILING AND RAFTERS TO FIRST FLOOR PORCH RCH BELOW POWALL E OUTLINE FIRST FLOOR 0 m PLATES; 2xG STUD FRAMING TO ALL UNFINISHED ATTIC AREAS, J" DRYWALL ON FINISHED SIDE. INSULATION WITHIN NOT NEEDED IF I ENTRY PORCH \ I � IJJ RAFTER BAYS CONTAIN CONTINUOUS AIR SEAL INSULATION. I ROOF LINE \ 3 z SECTION SECTION SECTION SECTION A F C B N ro SECOND FLOOD PLAN 5CALE: 4" = I '-O" `��o �835ah �� PAGE: AROFE S SIONP� UNAUTHORIZED ALTERATION OR ADDITION TO TH15 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 4 0 4N SECTION SECTION SECTION L a z 0 (\j z LU -j to <1 @ I G" 0.C. io C? ROOF GUTTER 12 HOUSE 2x 10 R.R. @ I G" O.C. N 2x 10 CT LEADER @ I G" O.0 co LU 12 0 4-1 C) secrloN R/ 2x 10 R.R. C; —j @ I G" O.C. EXTENSION> 3: SECTION J SECTION q) (\j D t K D Z GRADE 4.1 HIGHER FASCIA 501 L 2V C) IL 0) MAIN RAFTERS STOP AT o C? TI115 EXTERIOR WALL RAFTERS 51T ON 2xG PLATERAFTERS 51T 011 WAL L PLATE 12'-0" ABOVE f IR5T FLOOR z C:1 1�1 1�1 1�1 1��, 1�1 C, E2 ci� l�� DfA E� ® ® ® ® ® ® 2x 10 R.R. FLI D;A \ @ G`O.C. cl 7 ® ® ® 1 10'-0" MIN 2x 10 CT @ I G" O.0 PRECAST�CNCRETE LEACHI RING 6-0"0 DEPTH CALCULATED TYPICAL LEADER ELEVATION SECTION Lu Dmm Not to Scale D CA RUNOFF NOTE: Gutters continuously around; T- PRICAS Lff CHI 8� 0"0 Leader locations as per > in5taller - all leaders drain to LU CLEAN SAND GRAVEL z 4" 0 PVC pipe, to new cirywelb. C; 12 b 1:12 GABLE END AT THIS 132 WALL ABOVE ROOF LI NE x Q) 12 F UU 0 0 14" LVL RIDGE F LY L TI L RIDGE I 0 wa O O ® 12 ROOF NOTES: 0 GAF architectural asphalt roof a�E shingle over entire roof area. z ktl. 15# felt over 8' CDX Plywood 5heathinrj, with ice * weather Shield (32at all perimeters and valleys. C� C; 1:12 12 All over hang dimen5lon5 are as indicated; I x8 fascia and vented, XUa C\j (\j F X @ vinyl beaded 50fflt5. C8 0 14 RUNOFF NOTE: z 12 Gutters continuously around; U-j Leader locations as per + 1/ 90 in5taller - all leaders drain to �4 > 4" 0 PVC pipe to new drywell5. C/I -j 2x 10 R.R. J RUNOFF CALCULATIONS: OJT 9 N @ I G" O.C. 3200 x . I G7 x 7.5 = 4008 gallons of runoff 12 @ (1) P-0" x 8'-0" 0 capacity = 300 gallons 2xI 0 CT/CJ 4008/ 300 = 13.G + @ I G" O.C. LINE Of RAfTE F� Runoff Containment Requires: M " RAFTERS STOP A LINE OF RAFTER TNfIfR­5E(t--ION w (2) 4'-0"deep x 6-0" 0 ring OR equal THS 9 WALL OVER FRONT —fi-k . — — KITIFER5ECTION (provides 4800 total Capacity) 2x 10 R.R. LN Y 2x 10 R.R. ---7 0 @ I G' O.C. C) @ I G" O.C. > Z-0 0 (V RAFTERS SIT ON 2xG PLATE = I I r 0 0_ Ud LU L IC— z NW 0 — UIQ SECTION 12 X0 Ln 12 RAFTERS 51T U E I-/- C\j LU 1� 12 C OL- 'C 5121 ON 2xG PLATE x10 R.R.2x5 C.T. T- 0 @ I G" O.C. 0 12 Iry 0 – 11 52 LLJ 2x 10 R. x I)-/ —7 C\j Q� @ I G` O.C. o z O 1'-7 1/2" 2x 10 R.R. @ I G", O.C. b V-7 1/2" SECTION SECTION SECTION SECTION C 0111 A14, K00f FRAME PLAN SCALE: -b, I ,-o,, 4 PAGE: AR�FESSO UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF:SEC. 7209 Of THE N.Y.S. EDUCATION LAW 5 32'-0" 17-0` 10,_0„ 3'_G" Y---' Irl/Q /� � p�j O O z N A 77 22 SECTION SECTI fl L - J SECTI tl .ar B A / F L w F- - - - 7 - - 7 / UNEXCAVATED ° POURED CONCRETE ENTRY PROV. EPDXIED#4 STEEL % v PORCH; BLUESTONE SLAB HORIZO L @ 12" I'-o" - T P � MASONRY VENEER; INTO FOUNDATION ALL PICAL OF ENTRY LANDING AREAS OF ABUTTIN l� ° V': o.. • OTH RAISED PATIOS WITH FOOTING 7O. :° FIRST FLOOR AREA C.0. /• t S.D. ( 4"X 4" POSTS W/ 2"X 2" BALUSTERS 4 CAP RAIL; - COMPOSITE RAILING SYSTEM " POURED CONCRETE SLAB 9 o ON COMPACTED FILL WITH W.W.M. GXG/ IOX 10 W tb / GAUGE WERE w FLOOR STRUCTURE � O ° BRING FILL IN AS REQUIRED m r o GRADE STAiR EEKS TO LEVEL GRADE UNDER NEW PATIO; COMPACT ACCORDINGLY ^I `� �_ 8" POURED CONCRETE ' sE N / / BEFORE POURING SLAB, TYPICAL _ FOUNDATION WALL � ALL PATIO LANDING LOCATIONS U o SECTION SECTION #5 REBAR @ 12" O.C. BASEMENT (' O PROVIDE SIMP50N PHD5 D D PROVIDE BEAM POCKET IN OUTSIDE N O HOLDDOWN (TYP. 2) FOUNDATION WALL; SIZE #5 REBAR @ 12" O.C. ENTRANCE O THROUGHOUT AT ALL CORNERS � ° °• SIDES-EUIRTYPE50THAP,ALL (VERTICALLY) AT ALL GIRDR,LOCATIONS B" DS DIAMETER ANCHOR BOLTS #5 REBAR @ 12" O.C. W/7" MIN. DEPTH @ 48" O.C. 3- I I B" LVL DROPPED G RDER� I , W/MIN. 3"X3"xg" WASHER @PLATE o ° o'• u..• °: ' s " , :o °. :o 3'-0"X 8" POURED 4'"7 CONCRETE FOOTING 8" POURED CONCRETE T-10" " , 4 X 4 POS 5 W/ 2 X 2 ON COMPACTED FILL FOUNDATION WALL W/ BALUSTERS CAP RAIL; SITAR R WALL DETAIL I'-4"X 8" d. FTG.; PROV. USE COMPO ITE 2-#4 REBAR IN FOOTING PROVIDE BRIDGING RAILING SYSTEM 4" CONCRETE SLAB (TYPICAL ALL AREAS) THROUGHOUT ENTIRE �\ PITCHED TO CENTER FOR SCALE: -b = I '-0" W DRAINAGE .°. FLOOR SYSTEM, 8'-0" 0.C.; v ° � DAMP PROOF PERIMETER 4" T*G PLYWOOD SHEATHING O 3b68 I FIBERGLASS DRYWELL Q OF FOUNDATION WALL ABOVE, GLUED SCREWED O I / W/STEEL REINFORCING; Z (CONTINUOUS AROUND ALL AREAS) •.:� PROVIDE 4" P.C. SLAB, `� I PITCHED WIT DRAIN w I m - ~ I DOUBLE JOISTS UNDER 0' ° I ALL PARTITIONS RUNNING 12'-C)" PARALLEL(TYP. ALL AREAS) POURS CONCRETE 32 DIAMETER STRUCTURAL I o STEEL COLUMN BURIED IN I ENTRUTAIRS 24"X 24"X 12" POURED NUMBER OF TREDS TO CONCRETE FOOTING (TYP.) BE VERIFIED IN FIELD BASED ` I °.• ° ON EXISTING GRADE 3- I I8" LVL DROPPED GIRDER 1O. I O._I 3,_2. 00 F 24"X 24"X 12" POURED------------{_ STEP FOOTINGS a U CONCRETE FOOTING UNDER w a' i I 3-f' DIAMETER STRUCTURAL STEEL COLUMN IN GARAGE ►-I z N 1� BASEMENT O I Z a a W M UNHEATED, INHABITABLE 8'-0" HEIGHT TO UNDERS►DE OF JOISTS j W UNEXCAVATED FOUNDATION WALL LEGEND: _ X5;0: — — 8" POURED CONCRETE GARAGE I W FOUNDATION WALL I 4" POURED CONCRETE SLAB 0 w WITH 1'-4"X 8 O FOOTING; I `: I ON COMPACTED FILL WITH U o 8-0WALL HEIGHT - PINE STAIRS ANDW.W.M. G X G/ 10 X 10 00 HANDRAIL; CLOS RQy GAUGE WIRE (TYP. ALL AREAS 8" POURED CONCRETE STAIR RISERS WITHIN GARAGE) I o Q m • "" =>s FOUNDATION WALL / — ; O WITH 1'-4"X 8" FOOTING; / / — — / I I I 0 ti MIN. 3'-0" BELOW GRADE - 002 N S• e�/lg�e` 8" POURED CONCRETE , mQ FOUNDATION WALL WITH I I8" LVL DROPPED GIRDER UP A. PITCH FLOOR P-4"X 8" FOOTING 3'_0" BELOW GRADE; APPLIED MASONRY VENEf R ABOVE GRADE AS SHOWN ON U ELEVATIONS � I I I I FOUNIDATION NOTES: LOWER FOUNDATION WALL _ I PROVIDE SIMP50N LGUM SERIES HEIGHT AT DOOR OPENINGS • D(CUBLE JOISTS UNDER ALL PARTITIONS O CONNECTOR BOLTED TO FOUNDATION RUNNING PARALLEL m �' w/TITEN HID 8"X 4" BOLTS, TYPICAL ALL • PROVIDE BRIDGING THROUGHOUT ENTIRE - o =� GfRDER/FOUNDATION CONNECTIONS W FLOOR SYSTEM, 8'-0" ox. • " TSG PLYWOOD SHEATHING ABOVE TO _ Nly 4 2-2x I O" ACQ GIRDER U BE GLUED and SCREWED � • ° ' • e ' • W 4" POURED CONCRETE SLAB ON COMPAC 1 :ILL PROVIDE I" CLOSED CELL SPRAY FOAM SECTION , -' 2x8"ACQ LEDGE BOLTED �_ -� o — ° INSULATION TO UNDER SIDE OF SUBFLOOR, AN E o00 U TO HOUSE FRA E WITH 5" o _ _° R-30 BATT INSULATION "LEDGERLOK" SC EWS @ I G"O.C.; (3 O 11J • MIN. " DRYWALL ON ALL SURFACES OF LO ATION OF TRAP - HANG D.J. FROM LEDGER WITH Q 3 V LOCATION OF NEW x - v N Q v ENGINEERED LUMBER, INCLUDING JOISTS, GIRD RS ASTE EXIT SIMP50N LU28 CONNECTOR x WATER SERVICE I N @� "' z AND HEADERS; JOINTS TAPED I COAT SPACK E .° 2' ro I I'-G 1/2" 1 I'-G 1/2" U + N 2-2x 10" ACQ GIRDER 0 ° 1/ 9'-6 I/2° _ " - " G"X G" POST ON 12" OUTLINE OF PORCH ABOVE; OOD FRAME PEDESTAL — SONOTUBE W/POURED PROVIDE I"X 10" RIM BOAR I,_o„ BASE FRAMED AROUND CONCRETE FOOTING CONTINUOUSLY AROUND POSTS; APPLIED MASONRY Note: Foundation design assumes 2500psf load 10.4„ 20"X 20"X I'-0"d. 2 VENEER FINISH ON EXPOSED bearing value of soil, contractor to confirm. Ir-G° 12`4" ° (TYPICAL ALL FOOTINGS) AREAS If load bearing value is less than 250psf, 15-4" 8'-8" 3'-0" 12'-0" increase footing size to 2411XV . ,F N SECTION SECTI ra ,��N r0� n � 25'-O" J: SECTION 24'_0" SECTION ��� 'wA C B / VNCV%X 49'-O" � W �oA �83PAGE: 58� ��� FOUNDATION PLAN RDFESSIO�P� SCALE: 4" = 1 ,-O" UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 1 4"X 14" LVL RIDGE; SIMPSON C520 CONNECTOR(TYP. ALL) NAILING 5CHEDULE N 2015 WOOD FRAME CONSTRUCTION MANUAL 12C 41 � JOINT DESCRIPTION NAIL QUALITY NAIL 5PACING 9 tn �, N N c I IZ" LVL RIDGE; Q Z I I Z' LVL RIDGE;ROOF FRAMING `- P.AFTEKTO TOP PLATE TOE NAILED 8'OWALL:3-$d PER RAFTER SIMP .__. ......._-... _. ..___. ._... - .. _.... _ .. ..__.._...__......._ . . .. ._....._..._. ..._ _..._.__..._.._._.... CONNECTOR(TYP. ALL) I C'-;:°WALL•3-8d PER RAFTER CONNECTOR(TYP. ALL) w CEILING JCLST TO TOP PLATE TOE FLAILED 8`-C°WALL:3-8d PER JOIST G J t�a \ I C'-C°WALL:4-$d PER JOtST � U _... .... ...... ... . . ... _ ._ .. .. .. .... ._.. ._ .__.. _ . ....... __. _. _..._...- ... .__�._......._.__........ ._.. .. -_......_.... 2x I 0 R.R. 16 O.C. CEILING JOIST TO PARALLEL RAFTER FACE NAILED SEE TABLE 3.7 EACH LAP @ CEILING J015T LAPS OVER PAKTITION5 FACE NAILED SEE TABLE 3.7 EACH LAP 2x I O R.R. @ 16"O.C. COLLAR TIE TO RAFTER FACE NAILED SEE TABLE 3.4 PER TIE �Z \ 2x I 0 CJ/CT @ I G" O.C. BLOCKING TO RAFTER TOE FIAlLED 2-8d EACH END _ _ RIM BOARD TO RAFTER END NAILED 2-ICJ Gd EACH END 3 2x8 HEADER ABOVE _ - _ ._. _ . - POST RIDGE WHE E y 2x 10 CJ/CT @ I G" O.C. \ WINDOW WITHIN FRONT 2- 2x 10 HEADER ABOVE WINDOW SHOWN ON PLAN GABLE WALL w/C520 STRAPPING;�P — - HEIGHT AS SHOWN WALL FRAMING WITHIN GABLE END WALL; TOP PLATES AT tNTERSECTEO - -'^ 1 6d PER FOOT O 21 7V LVL HEADER n-+ * PROVIDE C520 STRAPPING STUD A STUD FACE NAILED c-I Gd JOlFrrS-EACH 510E _._ _. _,.__.. ,._ y ABOVE TRIMMED OPENING \ lL TOP PLATE TO TOP PLATE _ FACE NAILED 2" HEADER SET I G'-O" ABOVE PATIO Pd5 FADE NAILED _ 4- !6d 24"O/C HEADER TO HEADER FACE NAILED 1 Gd 16 O/G ALCNG EDGE5 TOP OR BOTTOM PLATE TO STUD END NAILED 2-1 Gd PER 2X4 STUD T E L HALL - — _ .. .. \ 2x4 STUD FRAM GABLE END WA L �� 3-I Gd FER 2X6 STUD _ ...___.._....____�-_._..__._..._.._,..... _._.. @ I G" O.C. w/3" CLOSED CELL 2x4 INTERIOR STUD \4.�- b 4-16d FER 2X$STUD PARTITIONS, " GYP. 0 2x6" ACQ LEDGER BOLTED - SPRAY FOAM INSULATION, INSTALLS � - TO HOUSE FRAME; PORCH L BOTTOM PLATE TO FLOOR JotST. TO HEIGHT OF CEILING BEAMS; 2x 10 CJ CT 1 G"O.C. BOARD EACH 51DE \ 0 ZZ BAPiDJCLST,ENC JOk5T,OR BLOCKING FACE NAILED 2-1 GJ-7PER FOOT 8" CDX PLYWOOD SHEATHING, � \ \� FASTEN wSH2O5 SERIES o • HOUSE WRAP � HARDIE BOARD - 3" CLOSED CELL SPRAY N E _ O 51DING ON OUTSIDE t ON FOAM R-21 INSULATION `�xBP 12 SIMP50N H7 CONNECTOR o m FLOOR FRAMING JOIST DG NOG iLLJ05TPLATE,OR GIRDER TOE h 1LED 4-8d PER JOIST SCREEN ROOM FALSE RAFTERS PITCHED " FIN RAD Z' PL O�'C —I 52 __... _- .. _.._.__._..._._.___.._._.__...._._ . WALL WITHIN IN TO MATCH SIDE NAILED 2 8d EACH END_ .. - v 4 YWOOD SURF OOR R BLOCKLNG TO JOIST TOE FLAILED 2-8d EACH END N LYWOOD LEDGE WITHIN CEILING OVER GARAGE N N +� R,q� I x8 AZEK FASCIA, CENTS p � cK _ _ _. LINE OF WALL PLATE 2xG CJ I6 IOC „ id I I8"TJI 5G0 F.J. @ I G" O.C. I' F BEADED VENTED VINYL TOE NAILED S-Icd - 2- 1 J"X S2" LVL HEADER Z Z x CJ I G" OC SOFFIT; OVERHANG AS BLOCKING STRIP TO BEA SOP RATE FACE NAILED 3-L 6d EACH JOl T 3- 1 I LVL DROPPED 3 - w/TOP PLATE, FIN15H OUTSIDE J015T ON LEDGE:'TO BEAM TOE NAILED 3-8d PERJ0L5T 3- 1 1 g' LVL HEADER ABOVE e PROVIDE I LAYER ,Gncr i N w/ I x AZEK; CONTINUE AZEK GIRDER 1" FIR e E RATED DRYWALL OF MASTER 4^SCREEN PORCH BAND JO5TTOJ015T END NAILED — 3-1Gd PERJCIST _- - _.._- --- --_._.-- TRANSOMS OVER GLIDERS, _ Z O ACROSS GABLE FRONT AS 5 ON ALL SURFACES WITHIN o BAND JOST Ta SILL OR TOP PLATE TOE NAILED 2-1 Gd PER FOOT 4 HORIZONTAL MULLION a RIBBON BAND, SEE ELEVATION GARAGE s SPACED BETWEEN UNITS; 6'-4" 4 J i ' 3 2" DIAMETER STEEL 2- 14 X 7 a LVL HEADER „ p ROOF SHEATHING N PROVIDE C520 STRAPPING o N - LALLY COLUMN BURIED IN c6 N o P-2 L/2° w/ 2x4 TOP PLATE; FINISH N 0 4'PE1W.RETER EDGE ZONE- I G°O/C-GAT PANEL EDGE5 1 2" SQ PERMACAST COLUMN I J EACH SIDE / I x AZEK\ — STRUCTURAL PANELS 8d AND AT INTERMEDIATE SUPPORTS IN THE PANEL FIELD 24"X 24"X 12" POURED w w/CAP * BASE DETAIL; PROV. N °' 3 CONCRETE FOOTING GARAGE N N N INTERIOR ZONE- I G•O/C-G°AT PANEL EDGE5 AND 12"AT _ �, SCREEN PORCH 0 _ 8d LFLTERtv�EDLATE SUPPORTS the THE PANEL FIELD HOLDDOWN5 STRAPPING zo o UNHEATED, UNFINISHED FOR ROOF SHEATHIt wfititht k'-C°OI`Tt E P RLP.'ETER EDGE OF THE ROOF,INCLUDING 4'-0"ON EACH SIDE OF THE ROOF PEAK,THE 4'-0-FERiMETER ? * U CARRIED THRU RAP T o EDGE ZONE ATTACHhG WI REQUI?EME'V 5 E FZ L BE USED. 2"X 4" STUD FRAME WALL COMMON TO ° 'x UP EK HEADER; A5,E WITH - GARAGE; 3" CLOSED CELL SPRAY FOAM I x AZEK w/CAP � BASLE TRIM DET IL CEILING sHEATnwG INSULATION WITHIN * I LAYER 8" FIRE RATED 6, 10, GYPSUM WALLBOARD 5d COOLERS 7*EDGE/ PC°FIELD DRYWALL ON EACH SIDE OF FRAMING P, � 4" POURED CONCRETE SLAB 13LUESTONE 5LA13 ` a PL OD 5UBFLOO "x4 DECKING I x 10 RIBBON BOARD PORCH FLOOR a WALL SHEATHING ON COMPACTED FILL WITH I I8"TJI 3GO F.J. @ I G" O.C. PROV, H4 CONNECTOR 9 W.W.M. GXG/ IOX 10 2x8 ACQ DJ@IG" STRUCTURAL PAF1El`3 I i aa,Gaiv.Roafm Hart 3"EDGE/G'FIELD iii yy y�i i i\ i i i��� i G i 2 x i.5"L.x.7I L G'h ad) GAUGE WIRE <\<<\X .. . ._. .• - 2- 2"X 10" ACQ GIRDER L t a.Gaiv.Roofin Marl 2 •32' g g 3°EDGE/G°FIELD �� BRING FILL UP AS REQUIRED (.t 21x1.751.x.3/$'head) MASONRY VENEER; FINAL STONE i,�i UNEXCAVATED �_4 --L CARRIAGE BOLTS FlE`F,5OARDPANELS 7/16" G -..-__.._....,.,_„_3"EDGE/G•FIELD MATERIAL TO BE DETERMINED ` GLY _ ...., ..__.._. ._- - __._.p..e._.__...__ _..___._.___..____._..._.....- NOTCH P05T5 TO LEVEL GRADE UNDER NEW (2) �� 25/32• 8d 3"EDGE/6'FEELD •; v PORCH; COMPACT ACCORDINGLY GYPSUM WALLBOARD 5d COOLERS 7'EDGE/ 10*FIELD 8" POURED CONCRETE BEFORE POURING SLAB BASEMENT 0 FOR GIRDER a'EDGE ZONE- I G•Q1C-G'AT PANEL EDGE5 AND 12°AT FOUNDATION WALL W/ _ HARDBOARD 8d WTERMEDtATE 5UPPOKT5 IN THE PANEL FIELD 1'-4"X 8” d. FTG.; PROV, 51MPSON ABU44 1PTTERLOR ZCNE- 1 G'0/C-6•AT PANEL EDGE5 AND 12'AT FOOTINGS STEP CONNECTOR(TYP) LLJ Tr.E PANEL FIELD 2- #4 REBAR IN FOOTING _T...::.,:......... .T....,: - 8d lPdrERh4EDLATE SUPPORT51N T. .:. ,.,.., ..>,,.-..- ._.._ _ .... ,. (TYPICAL ALL AREAS) Z -FLOOR SHEATHING STRUCTURAL PANELS- i'CR LE55 8d G`EDGE/ 1 2'FIELD 4" C POURED CONCRETE SLAB ONw/POURED ON COMPACTED FILL CONCRETE E FOOTING 20"x 20"x 12"d. tdading requirements are based ori tali sheathing nailed G.inches C.C.at the rvmcl edge, if wall sheathing is nailed 3 niche;O.C.at the panel edge to obtain (TYPICAL ALL FOOTINGS) higher shear capacities,Maihng requirements for structural members shall be doubled,or al ' When wall sheathing is continuous ave-connected rrivrbers,the tabuiated number of nails shall be Permitted to be reduced to I-I Gd nail per foot. BUILDING SECTION "All GENERAL WIND PROTECTION CONNECTION NOTES Adapted from Standard for Hurricane Resistant Residential Construction; 55TD SCALE: 4" 10-99 and 2015 513C High Wind Edition Wood Frame Construction Fasteners and Connectors for Wood Frame Con5tructlon 1 . A continuous load path between footings, foundations walls, floors, studs and BET PROVIDE THE END STING roof framing shall be provided. UPPER SHEARWALL BOLTS AND THE 2 OTHER STUDS 2. Approved connectors, ani:hors and other fastening devices not included in CORNER BRACKET NOTCHED RAFTER FOR ALLOWINGI ECT CORNER STUD Z the Standard Building Code, Section 2306 of 113C shall be used In accordance ANCHOR RAFTER HOLDDOWN INSTALLATIONANSFER SHEAR U with manufacturer's recommendations. RIDGE EN WITH(2)16d wa RIDGE ON NAILS @ 6"O.C. W 3. Metal plates, connectors, screws, bolts, and nails exposed directly to the weather or Subject to salt corrosion in costal areas, shall be 5talnle55 steel or SIDEWALL ENDWALL hot dipped galvanized. z THREADED ROD 4. Where windows and doors interrupt wood structural panel sheathing and a SHEAR WALL CORNER CONNECTION (�% Z Q ° siding, framing anchors or amnectors shall be provided at the top and bottom DOUBLE PLATE TYPICAL RIDGE TO RAFTER STRAPPING TYPICAL RIDGE BEAM TO RAFTER STRAPPING O of cripple studs, header studs, and at least one stud at each side of opening. 5. Ridge straps shall be attached to each pair of opposing rafters except where ANCHOR U �"'-' CORNER BRACKET collar ties of I xG or 2x4 lumber Is located in upper third of attic space and KING STUDS °� BOLTS attach to each pair of rafters. LOWER SHEARWALL G. Uplift connectors shall be provided at each rafter bearing. 7. Floor to floor hold-downs to be provided every 48, and every I G" within 4' SHEARWALL TO SHEARWALL CRIPPLE STUD V of exterior corners. SHEARWALL HOLD-DOWN DETAILS RAFTER HEADER � r a W 2 N.T.S. s 8. SLIT Plate to Foundation Anchorage: Sill plate shall be anchored to the RAFTER JACK STUDS foundation with anchor bolt having a min. bolt eliameter of 5/8" and 3"x 3" x 1/8" washers. A minimum of one anchor bolt shall be provided within G to 12 TOP PLATE Inches of each end of each late. Anchor bolts shall have a minimum embedment TOP PLATE _O F' � � -� DOUBLE TOP PLATE of 7 Inches in concrete/ masonry foundation5. Anchor bolts shall be located TYPICAL HEADER III I �� 3/8" PLYWOOD SPACER WALL STUD within 12 inches of corners and at Spacing not exceeding 4 feet on center. I WALL STUD OR AS PER PLANS I I TYPICAL HEADER CONNECTION MT524C RAFTER TIE m DE51GN LOAD CALCU LATION5 BY 51MP50N OR EQ. I I II I I I I TYPICAL RAFTER TO WALL STUD CONNECTION ALTERNATIVE RAFTER TO WALL STUD CONNECTION (I (I I II II II TYP. AT WIN. HDR. IIII Ra MIN':MUM UN{FO ZMLY D15TRZ1BJTED LIVE LOADS(1174) I D UCN oaf, WOOD HEADER/WOOD BEAM Exr>=RIOR BALCONIF� 6o II II I (I I�-R.R. AT I G" O.C. AS PER PLANS CRNoo�c I I REFER TO FLOOR PLAN DECK5 40 (2) 2"xG"JACK STUDS 2ND.FLOOR WALL STUD W ATTIC5 WITHOUT STORAGE 10 � DBL, TOP PLATE AT 2NG" KING STUDS Z o SECOND FLOOR OR (TYP TO BOTH 51 DES) UI ATTICS,WITH STORAGE 40 HEADER DETAIL 2ND.FLOOR PLATE AT SINGLE STORY ROOMS(OTHERTHAN SLEEPING ROOMS) 40 I I I — — I NOT TO SCALE SUBFLOOR W SLFfPiNG ROOtti15 30 II III II WOOD JOIST WOOD JOIST RIM BOARD F m I 1/4"X24" 20 GAGE HEADER STRAPS TYP. 4'-0• DBL. 2XG TOP PLATE BLOCKING JOIST HANGER CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA II II III III II AT 2ND PLR. EXT. — NP 1ST.FLOOR TOP PLATES u' GROUFID SNOW LOAD 20 lbsOPENNG--I WALLS USE 8d COMMON NAILS @ G" GIRDER/HEADEIR II II II II II .. BA5!C WIND SPEED f 30 m h 2"XG" WALL FRAME @ I G" O.C. ( O.C. AT FIELD AND 4" @ WOOD GIRDER WOOD JOIST 1ST FLOOR WALL STUD Expaeure Cate B EDGES -REFER TO PLANS }- I 1/4"X24" 20 GAGE FOR DESIGNATED AREAS QU SEISMIC ATHE DESIGN CATEGO@Y B II III II JACK STUD STRAPS TYP. 2XG BLOCKING TYP. WEATHER+FIG 5Ev>za II II AT 2 SIDES OF OPENING AT SEAM AT ALL FxoSr LINE DFPrH 3'-0" ( BLDG. CORNERS JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER z TERMITE MODERATE TO HEAVY z ICE BAQR,'ERRFOUIR2ED YE5 — RIM J015T 2XG O.C.STUDS AT I G .0TYP. TYPICAL MULTI-STORY CONNECTIONS —H- 1/2" CDX EXTERIOR GRADE 1ST. FLOOR WALL STUD Note : Foundation design assumes 1500psf load I I/4"X24" 20 GAGE PLYWOOD SHEATHING HEADER STRAPS TYP. _ bearing value of soil, contractor to confirm. AT EACH STUD _ _� _` _ _ RM JOIST AS PER PLANS 1ST.FLOORPLATE If load bearing value is less than 250psf, REMOVE EXISTING SHEATHING � UB FILOOR increase footing size to 2411X8'' . AS REQUIRED TO APPLY STRAPSIF WALUH FADER WALL STUD WALL STUD RIM BOARD BOTTOM PLATE BOTTOM PLATE �\` N Y NOT TO SCALE BATHTUB SUB FLOOR DOUBLE SILL PLATE NAILING DETAIL (ELEVATION) DOUBLE JOIST DOUBLE JOIST �N%P, NOT TO SCALE FOUNDATION WALL I 6 A� � TYPICAL WALL STRAPPING DETAILS _ W PAGE: NOT TO SCALE ,0 0835aA CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS 1ST.FLOOR TO FOUNDATION CONNECTIONS 7 R�FESSIONP UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC, 7209 OF THE N.Y.S. EDUCATION LAW 0MC) 1 4"X I I B" LVL RIDGE; o o cu SIMPSON C520 N N U CONNECTOR . ALL) NQ � z Z_ w U Q > I] N o to G \�O 12 2+� 2x I 0 CJ/CT @ I G" O.C. 3" CLOSED CELL SPRAY FOAM * R-21 INSULATION �1`�'� w/VENTED BAFFLES I I B" LVL RIDGE; y0 BETWEEN RAFTERS, TYP. SIMPSON C520 2� ALL PITCHED CEILING AREAS CONNECTOR(TYP. ALL; ,L+ L O 2x 10 R.R. @ 16" O.C. 2x8 CT @ 16" OC TO1 2 GYPSUM BOARD BEDROOM x TYPICAL ALL AREAS SEE SECTION "D" �' MAIN RAFTERS STOP FOR SCREEN ROOM o @ EXTERIOR�YALL�j DETAILS — } 3 GABLE END WALL z O ABOVE BARREL CEILING; TOP OF B EL�EILI G BANISTER ALONG BOARD t BATTEN FINISH BALCONY EDGE co TO EXTERIOR SIDE O P R CEILING/BOTTOM OF BARREL 2- 1 I B" LVL EACH O 2- 71" HEADER END; TECO JOISTS a- 17- n � o N N N F RONT ENTRY o TO TO TO HALL DINING KITCHEN II 4"x4 DECKING 4" PLYWOOD 5UBFLOOP, 2x8 ACQ DJ @ I G IIB" TJI 360 F.J. @ 16" O.C. O 3- 1 1 B" LVL DROPPED GIRDER I" CL05ED CELL SPRAY FOAM INSULATION Z TO UNDER SIDE OF 5U15FLOOR, AND 2x;8" ACQ LEDGER BOLTED R-30 INSULATION, TYPICAL ALL AP LU TO HOUSE FRAME WITH 5" Z "LEDGERLOK" SCREWS @ I G" O.C.; BASEMENT- HANG D.J. FROM LEDGER WITH q UNHEATED, UNFINISHED 3 " DIAMETER STEEL LALLY 5IMP50N LU25 CONNECTOR ro COLUMN BURIED IN 24"x24"x 12" POURED CONCRETE FOOTING 14"X I I B" LVL RIDGE; SIMP50N C520 CONNECTOR(TYP. ALL) I ARCHITECTURAL ASPHALT ROOFING WITH 15# FELT OVER 8" CDX PLYWOOD WITH ICE *-WEATHER SHIELD 1 18" LVL RIDGE; @ PERIMETERS � VALLEYSC52OG Z BUILDING SECTION "BI, CONNE NCTOR(TYP. �j CONNEYP. ALL) oC I12 w a 5CALE: 4" = I ,-o,, � 1 19 (� W a$ � o 2x 10 R.R. @ 16" O.C. 2x 10 CJ/CT @ I G" O.C. ` 3" CLOSED CELL SPRAY $z 2xG STUD FRAME GABLE FOAM � R-21 INSULATION Z ` END WALL @ I G" O.C.; y0�1`�'� w/VENTED BAFFLES 8" CDX PLYWOOD SHEATHING, BETWEEN RAFTERS, TYP. Z HOUSE WRAP * HARDIE BOARD * BATTEN SIDING ?' 0 2x8 CT @ I G" OC BATH CLOSET BEDROOM ° N ce N r VL ATTIC ATTIC 51MP50N H7 CONNECTOR 2x I O CJ @ i G" OC RAFTERS 51T ON 2x6 I x8 AZEK FASCIA, CENTER $ SN Jy PLATE ON SUBFLOOR 4" PLYWOOD Sum LOOP, BEADED VENTED VINYL s I I g'TJI 3GO F.J. @ I G" O.C. R-1 9 INSULATION SOFFIT; 12" OVERHANGS r-o^ BETWEEN FLOORS C51 G STRAPPING 3" CLOSED CELL SPRAY 3- 1 I B" LVLJ \—U5E5IMP5ONHLf-RIIf5 3- 2x 10 HEADERS ABOVE ALL FOAM * R-21 INSULATION FLUSH HEADER CONNECTOR @ JOISTS WINDOW*- DOOR UNITS; IN CEILING FLUSH HEADER C520 STRAPPING 2xG STUD FRAME EXTERIOR WALL @ I G" O.C. w/ I" CLOSED CELL BEDROOM BATH DINING KITCHEN SPRAY FOAM * R-1 5 BATT INSULATION, 8" CDX PLYWOOD SHEATHING, HOUSE WRAP * HARDIE IAP SIDING; z" GYPSUM BOARD ON INTERIOR czW 2xG ACQ SILL PLATE Z o 4" PLYWOOD SUBFLOOP, OVER TERMITE SHIELD ro OVER SILL SEAL; 'f' IIII IIB"TJI 360 F.J. @ 16" O.C. PROVIDE 51MP50N C520 11-1 lL 3- IIB" LVL DROPPED GIRDER I"CLOSED CELL SPRAY FOAM INSULATION W/LPT4 CONNECTORS TO UNDER SIDE OF 5UBFLOOR, AND ry _ DIAMETER ANCHOR BOLTS R-30 INSULATION, TYPICAL ALL AREAS W/7" MIN. DEPTH @ 48" O.C. LU o BASEMENT- W/MIN. 3"X3"xe" WASHER @ PLATE C? UNHEATED, UNFINISHED 3 J" DIAMETER STEEL LALLY z Zo COLUMN BURIED IN 8" POURED CONCRETE �- o 24"x24"x 12" POURED FOUNDATION WALL W/ V CONCRETE FOOTING 1'-4"X 8" d. FTG.; PROV. 2-#4 REBAR IN FOOTING z (TYPICAL ALL AREAS) *NOTE: CONCRETE SHALL BE PC = 3,000 PSI @ 28 DAYS FOOTINGS SHALL BEAR ON UNDISTURBED SOIL WITHIN BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT Note: Foundation design assumes 1500psf load bearing value of soil, contractor to confirm. If load bearing value is less than 2500psf, BUILDING 5 ECT I O N "C" increase footing size to 24"X8" . » W SCALE: 4" = 1 '-O" — �~ 0835B4 PAGE: ARdEESS10NP� UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS I5 A VIOLATION OF SEC. 7209 OF THE N,Y.S. EDUCATION LAW 8 � � N 0 O z N c 1 4"X 118" LVL RIDGE; z SIMPSON C520 Z w CONNECTOR(TYP. ALL) U lu Q ocno � ARCHITECTURAL ASPHALT 12 ROOFING WITH 15# FELT g OVER 4" CDX PLYWOOD WITH ICE *WEATHER SHIELD @ PERIMETERS VALLEYS ,OG. 3" CL05ED CELL SPRAY CEILING IN MASTER SCREEN FOAM t R-21 INSULATION ROOM PITCHED w/ RAFTERS 0�� WITHIN CEILING THRU-OUT 3" CLOSED CELL SPRAY 2�\ 2-j" CB @JOISTS 2-z" C.B . THRU CT RR TYPICAL BOTH ENDS, ALL AREAS FOAM R-2 I INSULATION VAULT RAFTERS w/VENTED BAFFLES — BETWEEN RAFTERS, THIS 2x I 0 CJ/CT @ 16" O.C. L AREA — �F BEADBOARD CEILING 5IMP50N H7 CONNECTOR f� SIMPSO�d H7 CONNECTOR— % els ON ALL AREAS WITHIN 9(eO SCREEN PORCH —FASCIA*-SOFFIT O L I x8 AZEK.FASCIA, CENTER �h�� _ 6� BEADED 'VENTED VINYL /0,/6ll F SOFFIT; 12" OVERHANGS. " GYPSUM BOARD 2- 92" LVL HEADER t �, F— z C) FASCIA HEIGHT TO ALIGN w/ TYPICAL ALL AREAS 2x4 TOP PLATE; FASCIA OF FRONT PORCH W w/ I x AZE 1�1 jL s 3- 2x 10 HEADERS ABOVE ALL T _ �� �� I� WINDOW* DOOR UNITS; N N J w w 12" 5Q. PERMACA5T COL Ml� p C520 STRAPPING F w g o w/CAP BASE DETAIL; P b MASTER SCREE P Ch N HOLDDOWN5 5TRAPPINb 2x6 STUD FRAME EXTERIOR SD = WALL @ I G" O.C. w/ I" CLOSED CELL °3 SPRAY FOAM * R-1 5 BATT INSULATION, 0 3 9" CDX PLYWOOD SHEATHING, HOUSE 3 m WRAP * t1ARDIE LAP SIDING; 4" POURED CONCRETE SLAB 1" GYPSUM BOARD ON INTERIOR W.W.M.COMPACTED FILL WITH z `v � W. 6 X 6/ 1 0 X 1 0 GAUGE WIRE 2xG ACQ SILL PLATE I I Z"TJI 3GO F.J. @ I G" O.C. OVER TERMITE SHIELD MASONRY VENEER; FINAL ST OVER 511-L SEAL; I" CLOSED CELL SPRAY FOAM INSULATION MATERIAL TO BE DETERMINED PROVIDE SIMP50N C520 TO UNDER SIDE OF 50FLOOR, AND W 8" POURED CONCRETE ()o W/LPT4 CONNECTORS R-30 BATT INSULATION UNEXCAVATED FOUNDATION WALL W/ g" DIAMETER ANCHOR BOLTS m P-4"X 8" d. FTG.; PROV. O W/7" MIN. DEPTH @ 48" O.C. o BASEMENT 2-#4 REBAR IN FOOTING 7- W1 MIN. 3"X3"4"WASHER @ PLATE UNHEATED, UNFINISHED (TYPICAL ALL AREAS) ilW 8" POURED CONCRETE Z FOUNDATION WALL W/ 1'-4"X 8" d. FTG.; PROV. 4" POURED CONCRETE SLAB 2- #4 REBAR IN FOOTING ON COMPACTED FILL (TYPICAL ALL AREAS) `NOTE: CONCRETE SHALL BE PC = 3,000 PSI @ 28 DAYS FOOTINGS SHALL BEAR ON UNDISTURBED 501L WITHIN BEARING CAPACITY OF 1 .5 TONS PER SQUARE FOOT Note: Foundation design assumes 1500psf load bearing value of soil, contractor to confirm. BU I LDI NG SECTION "D" If load bearing value is less than 2500psf, increase footing size to 24"X811 . SCALE: 4" = 1 '-0" 1 18" LVL RIDGE; 51MP50N C520 Z CONNECTOR(TYP. ALL) 12 w 9 ARCHITECTURAL ASPHALT tr C'7 W ROOFING WITH 15# FELT Z Z m OVER 4" CDX PLYWOODF-+ W 0 5 h1 M WITH ICE t WEATHER SHIELD 0G. `� °a z @ PERIMETERS $ VALLEYS �� W Z 0 2-J" C.B. THRU CT* RR 1\0 TYP. Z TYP. BOTH ENDS ALL AREAS2x45TUD FRAMLD C PIPLE WALL ABOV, r-, O 2x8 CT @ I G" O.C. Nk I _ w ce TO PLATE FOR RAFTERS ,x SIMPSON H7 CONNECTOR / X � >� 2x4 NAILERS �'6' PORCH RAFTERS N _ CEILING BEAMS ® 9N1= s 1 x8 AZEK FASCIA, CENTER PLATE Q 2x 10 CJ I G" O.C. / BEADED VENTED VINYL @ ' . . HEADER a SOFFIT; OVERHANG i 2„ C DIMEN51ON5 VARY HERE 3 CLOSED CELL SPRAY — -- T I ® e6 FOAM � R-21 INSULATION _ I x8 FASCIA t BEADED SOFFI 8N61 �AT FRONT ENTRY GABLE t: - WITHIN CEILING _ SOFFIT FOLLOWS PITCH OF R AT ENTRY GABLE ONLY 1 2x8 HEADERS OVER 2x6 STUD FRAME EXTERIOR 2- �' � -8� C51 6 STRAPPING WALL @ I G" O.C. w/ I" CLOSED CELL INTERIOR DOORS SPRAY FOAM * R-15 BATT INSULATION, q I 2- 1 4"X 7 4" LVL HEADER N N w/2x4 TOP PLATE; FINISH 5" CDX PLYWOOD SHEATHING, HOUSE WRAP t HARDIE LAP SIDING; 0 EACH 51DE w/ I x AZEK " GYPSUM BOARD ON INTERIOR WOOD FRAME PEDESTAL -� BASE AROUND GxG POST; u PU BASE FINISH TO BE APPLIED MASONRY VENEER w/ CLI CK = BLUESTONE SLAB TOP LU h I IZ"Til 360 FJ@ I G" OC Z o e 2x8 ACQ DJ @ I G" I" CLOSED CELL SPRAY FOAM INSULATION TO UNDER SIDE LU U OF 5UBFLOOK, t R-30 BATTS q G"X G"ACQ POSTS ON 12" DOUBLE JOISTS UNDER ALL " 50NOTUBE w/POURED PARTITIONS RUNNING CONCRETE FOOTING LU L PARALLEL 20"x 20"x 1 2"d. BASEMENT (TYPICAL ALL FOOTINGS) Q z UNHEATED, UNFINISHED 0 U � Z � Q Z 4" POURED CONCRETE 5LA15 ON COMPACTED FILL N r BUILDING S ECT I O N "E" p 5CALE: 4" = 1 '-0" j ► ' - j W �Fo o835M AR�FESSIONP� PAGE: UNAUTHORIZED ALTERATION OR ADDITION TO THI5 DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC. '7209 OF THE N.Y.S. EDUCATION LAW 9 N a� C � Mo GENERAL NOTES: o o • The information on this set of construction documents s to relate basic dcn design ELECTRICAL NOTES: u z N Q � z intent and framing details. They are intended as a con5truc-,ion aid, not 95 a 5ub5t1tute for generally accepted good building practice and are in compliance with . All electrical work to be BOARD OF FIRE UNDERWRITERS approved and to include z current New York State building codes. The general contractor is responsible for m5tallation of fixtures 4 specifications a5 indicated on plans. Light fixtures to be supplied by providing standard construction details and procedures to ensure a professionally U Q } finished, structurally sound and weatherproof completed product. owner and installed by contractor. GFI outlets required at bathrooms and exterior areas. Install all outlets as per code. All work 15 to be done in strict accordance with the New York State Code Q T) 0 • General contractor to coordinate all subcontractors, scheduling of work and by a licensed electrician. All new switches t outlets to be Leviton,Toggle, supplied 4.installed interaction between trades. by contractor. Contractor to do all hook-ups a5 required for bathroom fans, cooking exhausts and provide wiring as required for gas fireplace and cooking appliances. • The contractor 15 responsible for ensuring that all work and construction meets or exceeds current federal, state and local codes, ordinances and regulations, etc. These codes are to be considered as part of the specifications for this building plan. FRAMING NOTES: • If in the course of construction,a condition exists which disagrees with that as • All lumber 15 to be Douglas Fir#2 or better at I G"on center indicated on these drawings, the contractor shall stop work and notify the designer $the engineer immediately. Should he fail to follow this procedure and continue work, • All wood framing in contact with concrete or masonry is to be pressure treated. 'ACQ'designation he shall assume all re5pon5ibihty and liability arising therefrom. refers to current arsenic-free treated wood standards and shall take the place of'CCA' • Dimensions take precedent over scale- DO NOT SCALE DRAWINGS. • All TJI's are to be mstalled m accordance with the manufacturer's specifications and shall include • The designer has not been engaged for construction supervision and assumes no squash blocking web 5t ffeners at bearing points on girders and other load bearing areas responsibility for construction coordinating with these plans, nor responsibility for construction means, methods, techni ue5, 5e uence5 or roceedure5 or for 5afte • N q q p Y Structural Steel ASTM A36- FY= 36 K51 N precautions and programs in connection with the work indicated. There are no warranties for a speofic use expre55ed or implied in the use of these plans. • All straps, connectors, plates, bolts, nails, etc. are to be galvanized. Designated connectors, straps, • Contractor to provide hardwired smoke detectors, with battery back up, and with etc. on these drawings are my by Simpson unless otherwise indicated. All connectors, straps, etc. are to be no intervening switches, on all floors and in each bedroom. Verify with local code nailed/bolted in accordance with the manufacturer's specifications. requirements as per Section R3 17 New York State Residential Construciton Code. U Install carbon monoxide detectors a5 per code. • All floor sheathing 15 to be 4"AC type plywood, tongue*groove and shall be glued and screwed to the floor Joists(G"o.c. edges# 12"o.c. field) N FOUNDATION NOTES: >1 • Solid blocking is to be installed every 8'-0" max. or mid span of all floor Joists with spans exceeding 7 l` • General contractor to review plans, elevations and details to determine 8'-0". Blocking 15 to be mstalled at all point load bearing points. 0 intended heights of finished floor above typical grade. N 00 • Install double Joists under all partitions running parallel O • Footings Shall bear on undisturbed soil within bearing capacity of 1.5 ton5/5q.ft. Contractor to confirm. Adjust foundation construction as noted on plans. • All exterior wall headers to be as indicated on floor plans*5ectton5 and all interior • Concrete Shall be FC = 3,500 PSI @ 28 days headers are to be 3- 2"x 10" unless otherwise noted. All headers exceeding 5-0"shall have a double Jack stud with a 5mgle king stud 4 on exterior walls provide double sill plate(typical). • Concrete on 4"Sand or gravel fill minimum, with GxG- 10/10 welded wire mesh reinforcement. Interior slabs to be placed on G mil, stabilized polyethylene vapor • Provide insulation baffles at cave vents between rafters and soffit vents as indicated barrier. Welded wire mesh 15 to be:placed in the top third of the 51ab and is to be on plans adequately supported by precast concrete bar supports to assure that the reinforcement is held in position during concrete placement and finishing. • Exterior flashing is to be adequately installed at all connections between roofs, walls, • Isolation Joints are to be installed between the slab and the walls. Use preformed chimneys, projections and penetrations as required by approved con5trction practices. Joint filler that 15 to be cut 1/2" below the 51ab surface and the resulting Joint is to be,filled FLOOR PLAN NOTES: with an elastomeric Joint sealant. • Dimensions Shall take precedent over scale drawings, DO NOT SCALE DRAWINGS ILJ • General contractor to install cop-r-tex(or copper)sheet metal termite shields between all wood surfaces that are exposed to concrete or masonry surfaces. • All interior walls to be covered with�"gypsum board with metal corner reinforcing. All O • Dampproof exterior of foundation wall with a bituminous coating; Foundation drywall products, including gypsum board, Screw,joint compound, tapes*trim shall be U.S. excavation upon approval of building department in5pection5. Gypsum Co. or approved equal. All jomt5 shall receive 3 coats of joint treatment. Sand final coat to a uniform smooth surface. All walls, ceiling and interior of closets to be taped and PLUMBING HVAC NOTES: 5packled, 3 coats, ready for paint. 14"X 14" LVL RIDGE; W 51MPSON C520 z • All plumbing work Shall be done by a duly licensed plumber and must conform and adhere Interior paint to be Benjamin Moore, wa115"dove white"and ceilings white, unle55 CONNECTOR(TYP. ALL) to all New York State building codes*safety requirements, otherwise decided by homeowner. All interior trim* mouldings to be high gloss dove white. • If wall plates orj015t5 are cut during the installation of plumbing fixtures or equipment • insulation ratings and installation locations a5 indicated on floor plans t sections. 12 contractor must provide appropriate bracing to tie framing back together. • Interior doors to be 5011d core wood; style to be determined. Interior trim to be 91— • Plumber to supply and m5tall tankle55, on demand hot water heater. I x4 ca5ing5 with backband5 and 54" neck base trim with shoe. I I Zg" LVL RIDGE; 51MP50N C520 • Plumbing fixtures to be supplied by owner, installed by plumber. • All bath t.kitchen area walls and ceilings adjacent to wet areas to have water resistant CONNECTOR(TYP. ALL) 12 drywall, and provide cement board for all areas set to receive tile. o O • Mechanical subcontractor i=.responsible for adhering to all applicable codes and safety requirements. • Kitchen to have countertops a5 selected with ceramic tile, subway back5pla5h; all baths \�O to have ceramic tele floors and surrounds as selected by homeowner. 2x 10 R.R. @ I G O.C. • HVAC subcontractor to fully coordinate system data*requirements with the equipment Supplier and to provide final system layout drawrng and submit it to general contractor, owner and equipment supplier for f nal review 4 approval. 2x 10 CJ/CT @ I G"O.C. • Mechanical system to be 3 zone with damper controls on second floor, Include 3" CL05ED CELL SPRAY 4Z optional hydrating air system within. FOAM * R-21 INSULATION U 2x 12 RIDGE WITHIN CEILING; ADD -l0 wa • HVAC to vent all dryer cooking exhau5t5. VENTED BAFFLES TO AREA OF INSULATION IN RAFTERS 'Z�\ 2" GB's AT INTERSECTION PRIOR TO SPRAYING FOAM OF MAIN PORCH RAFTERS o BEDROOM BATtl FAMILY RM l9 ;For �z^ 2x 10 CJ/CT @ 16"L 2x6 STUD FRAME b \ \ i 2 w d —15J PARTITIONS TO U Z UNFINISHED ATTIC; 2" 3" CLOSED CELL SPRAY 2x8F Z GYP. BOARD TO ROOM FOAM * R-2 I INSULATION C/y V-2 112° 51MPSON H7 CONNECTOR 0 CEILING PITCHES w/ RAFTERS - 4" PLYWOOD 5UBFLOOR WITHIN CEILING OVER GARAGE, S I x8 AZEK FASCIA, CENTER W � PROVIDE C51 G I IZ"Til 360 F.J. I G" O.C. I IZ"TJI 5GO F.J. I G" O.C. STRAPPING @ ALL LINE OF WALL/RAFTER PLATE \ a @° 8 @ 2xG CJ I BEADED VENTED VINYL GABLE END WALLS 3- 1 1 J" LVL DROPPED 3- 1 I Za" LVL DROPPED , SOFFIT; OVERHANG AS CHANGE JOISTS GIRDER GIRDER SHOWN. ALIGN w/ FASCIA ° OF MASTER BEDROOM OVER COMMON � s WALL OF GARAGE PROVIDE I LAYER ` N N FIRE RATED DRYWALL y, r 3- 2x 10 HEADERS ABOVE ALL q Q w WINDOW� DOOR UNITS; – – o- C520 STRAPPING MASTER CL05ET ON CEILING OVER GARGE era,e _ q BATH 2x6 STUD FRAME EXTERIOR 2x4 INTERIOR STUD MOISTURE RESISTANT WALL @ I G" O.C. w/ I" CLOSED CELL PARTITIONS, J" GYP. GYPSUM BOARD IN ALL SPRAY FOAM t R-1 5 BATT INSULATION, BOARD EACH SIDE BATHROOM AREAS 2"X 4" STUD FRAME WALL COMMON TO GARAGE CDX PLYWOOD SHEATHING, HOUSE GARAGE; 3" CLOSED CELL SPRAY FOAM UNHEATED, UNFINISHED WRAP * HARDIE LAP SIDING; INSULATION WITHIN * I LAYER 8" FIRE RATED " GYPSUM BOARD ON INTERIOR DRYWALL ON EACH SIDE OF FRAMING 4" PLYWOOD 5UBFLOOR I 18"TJI 360 F.J. @ 16" O.C. I" CLOSED CELL SPRAY FOAM INSULATION 44-4" 3- 1 18" LVL DROPPED GIRDER TO UNDER 51DE OF SUBFLOOR, AND R-30 BATT INSULATION 3 2" DIAMETER STEEL LALLY UNEXCAVATED LU COLUMN BURIED IN Illi 0 Z o 24"x24"x 12" POURED C� CONCRETE FOOTING BASEMENT LU n —J so a PLFOOTINGS STEP m r LU 4" POURED CONCRETE SLAB � } ON COMPACTED FILL 3 z U = zC) z BUILDING SECTION llfll N SCALE: -'�" = I '-O" ;-`� INN dNsy�`r � W �tp.o)oR 0FESSION PAGE: 10 UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS 15 A VIOLATION OF SEC;. 7209 OF THE N.Y.S. 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WRINz � 94ENVELOPE x T 4 Irf" Stale r SteleAlr M w 14" (127mm) To Outside From inside a CMAmm) ct2Tmm)O Fresh Air Fresh Air I a-.0-- z Inslde To IIL_ From Outside N U BUILDING SECTION "C" SCALE: }" 1'-0" (457.4mm) (317.5mm) w rilml r Airflow(Us) •. i� 0.00 9.44 10.00 20.32 37.76 47,20 56.64 66.00 w 0.4 99.52 •.1 BUILDING THERMAL •••''' ENVELOPE 0.35 87.08 0.3 74.64 �3.25 62.20 a SUPPLY b, 0.2 49.70 EHHAUST a a � � C% L i ,n 0.1 24,88 LD 00I 10 0.05 12,44 LJJJ a 0 0.00 0.00 20.00 40.00 60.00 80.00 100.00 120.00 140.00 " Airflow[cfm) LLJ Y 0 rr77,77-77 3 117z •Model:AEV 1000 •Filter:washable synthetic filter 11.8" •Supply&exhaust ducts:5"(127mm) •Total assembled weight:22 lbs (299mm)x 12.9"(327mm)x 0.63"(16mm) •Mounting:Suspended by chains&hooks �- o •Cabinet:22 ga.steel w/powder coat finish •Insulated with 1"(25 mm)high density *Motors:ebm backward inclined motored polystyrene foam to prevent condensation r,'' .`f :�E.k .*, .,; r1; - Z o impeller and meet the requirements of the �< i ,� �;i' V' UNEXCAVATED Underwriters Laboratories 94HE �" Z �• FoorlNCS STEP Submitted by: Date: Qty: Model A = Fantech Comments: .` N Y� United States Canada Project#: 1712 Northgate Blvd. 50 Kanalflakt Way Location:MECHANICAL ROOM Sarasota,FL. 34234 Bouctouche,NB E4S 3M5 A Architect: Phone:800.747.1762;X41.309.6000 Phone:800.565.3548;506.743.9500 Cr Engineer: Fax:800.487.9915;941.309.6099 Fax:877.747.8116;506,743.9600 F " " r^ BUILDING SECTION 5- Contractor: www.fantech.net www.fantech.ca `rFp 083584 SCALE: }" = 1'-0" OFQN infoC�fantech.net inio(�fantech.ca R P� Article#:412123 ESS 1 Rev Date:102405 PAGE: MECHANICAL VENTILATION DETAIL UNAUTHORIZED ALTERATION OR ADDITION TO THIS DRAWING AND RELATED DOCUMENTS IS A VIOLATION OF SEC. 7209 OF THE N.Y.S. EDUCATION LAW 11