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Home My WebLink About44543-Z $-U L'feaG Town of Southold 1/6/2021 0 P.O.Box 1179 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 41721 Date: 1/6/2021 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 3080 Bay Shore Rd.,Greenport SCTM#: 473889 Sec/Block/Lot: 53.-6-39 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 11/26/2019 pursuant to which Building Permit No. 44543 dated 12/19/2019 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 partially covered front porch, rear deck and attached two car garage as applied for per ZBA #7178, dated 7/19/2018. The certificate is issued to Stem,Arnold&Vansanten,Roeliena of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R10-19-0098 12/4/2020 ELECTRICAL CERTIFICATE NO. 44543 11/4/2020 PLUMBERS CERTIFICATION DATED 12/4/2020 eo e Almyrod' Au ori�e Signature uFFQ�� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 44543 Date: 12/19/2019 Permission is hereby granted to: Rempe, Stacia 3070 Bayshore Rd Greenport, NY 11944 To: construct single-family dwelling as applied for per SCHD & ZBA approvals. Must maintain 35' front yard setback. At premises located at: 3080 Bay Shore Rd.,Greenport SCTM # 473889 Sec/Block/Lot# 53.-6-39 Pursuant to application dated 11/26/2019 and approved by the Building Inspector. To expire on 6119/2021. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,791.20 CO-NEW DWELLING $50.00 Total: $1,841.20 uilding Inspector 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$15.00 / Date. ` f New Construction: Old or Pre-existi'g Building: (check one) Location of Property: b AV House No. I Streetet Owner or Owners of Property: Suffolk County Tax Map No 1000,Se tion Block Lot rk Subdivision6Filed Map. Lot:L / r Permit No. Date of Permit. Applicant: rl�//(.('i I ,0eJ Health Dept.Approval: Underwriters Approval: 1 Planning Board Approval: Request for: Temporary Certificate Final Certificate: (c one Fee Submitted:$ pl t ature Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) p I, T)� C � }�� 9EM ef�esiding at �,12��►�PoR I: 6^�� Y H IIY l (Print property owner's name) (Mailing Address) do hereby authorize cf-7)P `—JAJO LLS (Agent) to apply on my behalf to the Southold Building Department. In (Owner's Signature) (134e) m-c-v�-- Pq 2 M P (Print Owner's Name) CONSENT TO INSPECTION the undersigned, do(es) hereby state: Owner(s)Name(s) That the undersigned (is) (are)the owner(s)of the premises in the Town of Southold, located at :3D?10 Ba+Tl40M' 9 DAI) C AAD-civ Nj� f: ( M` , which is shown and designated on the Suffolk County Tax alP p as District 1000, Sectiord 53 _, Block b , Lot h That the undersigned (has) (have)filed, or cause to be filed, an application in the Sout old Town Building Inspector's Office for the following: That the undersigned do(es) hereby give consent to the Building Inspectors of the Town of Southold to enter upon the above described property, including any and all buildings located thereon,to conduct such inspections as they may deem necessary with respect to the aforesaid application, including inspections to determine that said premises comply with all of the laws, ordinances, rules and regulations of the Town of Southold. The undersigned, in consenting to such inspections, do(es) so with the knowledge and understanding that any information obtained in the conduct of such inspections may be used in subsequent prosecutions for violations of the laws, ordinances, rules or regulations of the Town of Southold. Dated: 10 (Signature) ,5i/CzY1 M REM-Efl- (Print Name) (Signature) (Print Name) Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ,® sean.deviinCa-)town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To, Arnold Stern Address: 3080 Bay Shore Rd city Greenport st: NY zip: 11944 Budding Permit#: 44543 Section: 53 Block 6 Lot- 39 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE contractor: DBA: Double Pole Electric License No: 3%3- MG SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic Garage X INVENTORY Service 1 ph X Heat Duplec Recpt 3 Ceding Fixtures 8 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 1 Smoke Detectors Main Panel 200A A/C Condenser 1 Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower 1 Range Recpt Ceding Fan Combo Smoke/CO 1 Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 2 4'LED Exit Fixtures Pump Other Equipment. Septic Disconnect Notes* " AS BUILT, NO VISUAL DEFECTS " Basement and Service Wiring of Modular House Inspector Signature: Date: November 4, 2020 S.Devlin-Cert Electrical Compliance Form As pf SOUTyQIo Town Hall Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G.c� Southold,NY 11971-0959 Q '� OUN BUELDING DEPARTMENT TOWN OF SOUTHOLD if 0 C C 1 1 . 2020 CERTIFICATION Date--!2 /2-0 20 Building Permit No. 9 y 59 3 Owner: vWU V AN r WPA- �� (Please pri t) Plumber: C r 0 i lease print I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this of day of 20 " ANNIE E ESGRO Notary Public-State of New York No.01 ES5078083 Qualified in Suffolk My Commission Exp.05/19/2023 Notary Public, 5 County Peter Altenreither }�f BPI Energy Assessments 226 Smithtown Blvd, Unit 111 independent DOE Home Energy Scoring Nesconset,NY 11767-2427 G, a{,,` Residential Manual J/D/S iEnergy d13 z^f h. Assessment HERS Ratings Tel:631.384.8498 �� »g Professionals Blower Door Testing Fax:631.979.0824 P Duct Blaster Testing Email: Peter.iREAP@gmaii.com REA I ANSI Level I Thermography Blower Door Test Certificate Permit#: Address: 3080 Bayshore Rd City: Greenport State:NY Zip: 11944 Conditioned Floor Area(ft2): 2,030 y CFA Volume(ft3): 20,583 CF 0 @ ACH= 102 (3 x Volume/60) Test Result: 943.6 CFM @ 50 Pa ACH= 2.75 FM*£0/V) 402.4.1.2 Testing.The Building or dwelling unit shall be tested an verifi d as having an air leak ate o eeding three air changes per hour.Testing shall be conducted in accordance with ASTM E 779 r A E 1827 and reporte a pres of 0.2 inch w.g.(50 Pascals). Testing shall be performed at anytime after creation of all penetr tions o the building the al envelo e. During testing: 1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weather-stripping or other infiltration control measures. 2.Dampers shall be closed,but not sealed,including exhaust,intake,makeup air,backdraft and flue dampers,but not sealed beyond intended control measures. 3.Interior doors,if installed at the time of the test,shall be open. 4.Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5.Heating and cooling system(s)shall be turned off; 6.Heating and cooling systems,if installed at the time of the test,shall be fully open. 1 certify that the above building leakage rates are accurate at the time of testing_ and determined using standard RESNET blower door testing protocol and ASHRAE/ASTM E779. Company Name: independent Residential Energy Assessment Professionals, LLC [ Company Address:226 Smithtown Blvd,Unit 111 R JI Lj Nesconset, NY 11767-2427 �``' D E C 1 1 2020 Technician: Peter Altenreitherr�; BPI ID#: 5011324 �r RESNET ID#(RFIN):XSAGNQ Technician Signature ----J ate: �� " Peter Altenreitherf BPI Energy Assessments 226 Smithtown Blvd,Unit 111 independent DOE Home Energy Scoring Nesconset, NY 11767-2427 p � R Energy Manual J/D/S Ah' Assessment HERS Ratings Tel: 631.384.8498 Be V all Professionals Blower Door Testing Fax:631.979.0824P® REDuct Blaster Testing Email: Peter.iREAP@gmaii.com ANSI Level 1 Thermography Duct leakage Certificate Permit#: House Address: 3080 Bayshore Rd City: Greenport State: NY Zip: 11944 System 1: Location: Unconditioned Attic Conditioned Floor Area (ft2): 2,030 rl Duct tightness testing is not required for this system as the air handler(s)and all ducts,are located within the conditioned space Check Test Method: 9>XPost-construction test/Total Leakage Rough-in test/Total leakage 2017 ECCC Maximum duct Leakage: Total duct leakage:(floor area x.04)=CFM @ 25 Pa 81 Test Result: 82* CFM @ 25 Pa *Within acceptable margin of error System 2: Location: Conditioned Floor Area (ft2): Duct tightness testing is not required for this system as the air handler(s)and all ducts are located within the conditioned space Check Test Method: E3 Post-construction test/Total Leakage Rough-in test/Total leakage 2017 ECCC Maximum duct leakage: Total duct leakage:(floor area x.04)=CFM @ 25 Pa Test Result: CFM @ 25 Pa House )r_ _41PkA1SS FAIL Company Name:independent Residential Energy Assessment Professionals, LLC Company Address:226 Smithtown Blvd,Unit 111 Nesconset, NY 11767-2427 1 certify that the above duct leakage rates are accurate at time of testing and determined using standard RESNET duct testing protocol. Technician:Peter Altenreither BPI#:5011324 RESNET ID#(RFIN):XSAGNQ F Technician Signature: �' Date: /� Envelope Leakage Test Testing Company: Technician: Name: iREAP Name: Peter Altenreither Address: 226 Smithtown Blvd #111 Credentials: RESNET/BPI Nesconset, NY 11767 Email: Peter.iREAP@gmail.com Phone: 631-384-8498 Building Information: Customer Information: Project ID: 3080 Bayshore Rd Name: Cedar Knolls Address: 3080 Bayshore Rd Address: Greenport, NY Geo-Tag Data: Latitude: Longitude: Timestamp: Measured Leakage: 943.6 CFM50 Test ID: 3 Purpose of Test: RESNET Multi-Pt Env. Leakage Measured ACH50: 2.75 (+/-1.6%) Effective Leakage Area: 47.8 int Building Volume: 20,583.0 ft3 Enclosure Surface Area: 2,030.0 ft2 Coefficient (C): 65.5 (+/-7.5%) Exponent(n): 0.682 (+/-0.021) Correlation Coefficient: 0.99985 Test Standard: RESNET 380 Multi-Point Test Mode: Depressurize Test Characteristics: Indoor Temp: 66 OF Outdoor Temp: 64 OF Altitude: 19.0 ft Time Average Period: 10 seconds Test Date and Time: 2020-10-0611:40:22 2000 6 Depressurize V .��£ s {tet ..y ➢ F,." ♦r 600 _ ___ _ _.� #— r 500_ 400i� -. _ 300--,_Y M7 200 W � . 3 � 100 4 5 6 7 8 910 20 30 40 50 6070 Building Pressure(Pa) Envelope Leakage Test Test Readings: Target(Pa). Bldg(Pa), Adj Bldg-(Pa). Fan (Pa). Flow (cfm), Config Baseline -0.3 -60.0 -59.9 -59.6 -35.2 1,079.6 Ring A -48.0 -47.7 -47.4 -233.7 904.8 Ring B -35.0 -35.9 -35.6 -161.0 752.4 Ring B -23.0 -23.8 -23.5 -91.0 567.1 Ring B -10.0 -12.1 -11.8 -35.3 354.6 Ring B Test Equipment: Flow Device: Model 3 110V Fan Pressure Gauge: DG1000 Serial #: 5061 Calibration Date: 2019-12-23 Deviations from Standard: • None Comments: None Report by TEC Auto Test 1.7.2 (106), © 2020 The Energy Conservatory, Inc. Page 2 of 2 Peter Altenreither ' BPI Energy Assessments 226 Smithtown Blvd,Unit 111 "f independent DOE Home Energy Scoring Nesconset, NY 11767-2427 ` Residential Manual l/D/S 3` Energy =' Assessment HERS Ratings ilk Tel:631.384.8498 Zl$ Professionals Blower Door Testing Fax:631.979.0824 PDuct Blaster Testing Email:Peter.iREAP@gmaii.com i R ANSI Level I Thermography Mechanical Ventilation Permit#: Address: 3080 Bayshore Rd City: Greenport State:NY Yip: 11944 Table R403.6.2(1) Continuous whole-house mechanical ventilation system airflow rate requirements(cfm/hr): yy� - .h,u4xi �y {. .,Number o `BelrroomsrL` ;v_aeKe; _ ,�area�Ys`eft .S��M�•`�= µ»4r �;,2 ° =skr'h�3 � �, ;5,•..4':- �„x<._ �3�°, < '-- ';f'- - .51000 1000-1500 1501-2000 < r 45- 60 x=;,-75 105{ ;_:' '=120 2001-2500 48 75' .90= 05 Ar-, 2501-3000 53 :fi0,� �:;�7 �r`-,:'�a '`9,U'`' .,',;,,, ` O .y 3001-3500 58 65 75 3501-4000 63 70 78 rf- nr `✓90,v £`1ij5 120} 4001-4500 68 75 83 4501-5000 73 80 88 95 5001-5500 78 85 93 100 108 - 4120; 5501-6000 83 90 981 105 113 Conditioned Floor Area(ft2): 2,030 Number of bedrooms: 3 Minimum required ventilation per hour(dm/hr): 50 Measured ventilation(cfm): 69 Fan timer to be set at((required ventilation/measured)*60 min or 24 hrs): 52 min/hr or 21 hrs/day Company Name:independent Residential Energy Assessment Professionals,LLC Company Address:226 Smithtown Blvd, Unit 111 Nesconset, NY 1-1767-2427 Technician:Peter Altenreither BPI ID#: 5011324 RESNET ID#(RFIN):XSAGNNQ'� Technician Signature: �� tate: ,�� H A Long lslandPowerAuthoft 1 2010 Combustion Safety Testing Form LIPA NY ENERGY STAle Labeled Homes Certified Mime Address: 3080 Bayshore Rd City: Greenport, NY 11944 Multi-Unit Bldg ID Multi-Unit Unit ID Builder Name: Builder Tracking# Combustion Appliance Zone(CAZ)# 1 of 1 Location of this CAZ: (Use additional forms if more than one CAZ or if home has multiple heatingzyneim or-water heaters) Date of Test: October 6, 2020 Outdoors Temp During Test: 64 OF CAZ Depressurization (LOTE.Net Change=Test Pressure—Base Pressure) Base Pressure: Pa. CAZ Ambient CO: PPM Test Pressure: pa- AppfiancesAFireplace Simulated for Test? Yes NO Net Change: Pa. If Yes,Total CFM Simulated (-plain in notes) NOTES: 444 4 Z�c lei - (I Primary: Yes i( No Type: Furnace Boiler Heat Pump ✓ Other -CIO- "!Lo- 2 -Mmdw 7ive 3 ra —S UZ 0 ake e C Wrcle,T )—� 1-( �4si - - L iu� �-� '-- "(*�sicaski J�v, Pasca#,:, (WorsiC )" � -f, -(Ala .61) hating: N P 0 E ✓ N V M S Pa. Pass Fail Pass Fail PPM PPM --iarl -Heated=` Yes ✓ DW StandardTank V Indirect Thrildess Size: Style Common Vent 0 i, �&'F) ,a ier-I ea Prftnary 4 ti No InsWntaneoas Commercial (SeeNm5beelow) (Gallons) Stand Alone El Tvne 3 -s Fuel C, c3o ' -- - TVoe'L Circle Tyk '(W "iri(i Case orse,Case atura7 ,-- EF: N—P—O E./ N—M—S— Pa. Pass Fail Pass Fail PPM PPM Oven is Electric or No Oven Exists 0 Oven Range Hood Vented to Outside Yes ✓ No Oven CO PPM Ambient CO(During Oven CO Testing) 0 PPM 'Ifeating S)wtem Efficiency. Enter AFUE for furnace or boiler,114SPF for heat pump;COP if heat pump is geothermal 2 Fuel Type. N =Natural Gas P=Propane 0=Oil E=BleLtric 3 Venting Type.. N =Natural/Atmospheric V =Natunil/Atmospheric PLUS VentDamper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE. If the Venting Type selected is M,no Draft testis required for that appliance. If the Venting Type selected is S,-no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater A* Commonly Vented with Heahpg System or Stand Alone(Independently Vented or Orphaned) 5 Water Aeater Effiklency.- 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"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 hater Name: Peter�ehr ither Rater Number: XSAGNQ rRater Signature: Date:XZ17" Irl,4 -L(9— lh brm.90106 01 CST Form 2010 FOR 2010 USE ONLY Corresponds to BIR -2010 qqg 50U1y�� TOWN OF SOUTHOLD BUILDING DEPT. `y�OUNiV 765-1802 INSPECTION [ OUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING , [ ] FRAMING /STRAPPING [ ] FINAL [ `] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ :] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL-(ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: �Ff I" tvc= o-r- `�40 h-b-At( - - en c, w v vt(^ L) 6UNLOArdr� DATE 3 INSPECTOR OF 50UTyO� h # # TOWN OF SOUTHOLD BUILDING DEPT. °`y�nu►m '' 765-1802 INSPECTION [ ] FOUNDATION IST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL A/,(0 [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ . ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOI ATION [ ] PRE C/O �Lof REMARKS: l �/ )/I/j (Aw nm �i 0, Ic- A- vftk if &I ova DA'Z'E ? INSPECTOR FIELD TNSPECTa.ON REL ORT I -D TE COMMENTS FOUNDATION (IST) UaAdt., RVAM t OW& 1-1 ------------------------------------ FOUNDATION (2ND) z ' O y ROUGH FRAMING& PLUMBING y 1 r INSULATION PER N.Y. H STATE ENERGY CODE 1� V 070 •vo A FINAL ADDITIONAL COMMENTS X ' � O Z x � d TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUI.'t'.DING 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 i Survey Southoldtownny.gov PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees C.O.Application Flood Permit Examined N_ff I, l'y Single&Separate 219 Truss Identification Form Storm-Water Assessment Form Contact: Approved 20 ` W s _ '>' Mail to: �U Disapproved a/c Phone: Expiration ,20 Bui g ctor APPLICATION FOR BUILDING PERMIT `t.. Date , 20� - INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose-what-96-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, regulations,and to admit authorized inspectors on premises and in building for necessary inspections. ,Y ( r o applicant or ame,if a corporatioll) (Mai ing a dre so applicant) State whether applicant is owner, lessee,agent, archite , engipe r, general contyactor, electrician,plumber or builder Name of owner of premises S ? (As on the tax roll or larst eed) If applicant i s corpora ion i o f duly utllori d ffic r (Na e and itle of corporate officer) Builders License No. Plumbers License No. Electricians License No. _M� Other Trade's License No. 1. LocaltioLi of land on whichopose ork wil a done: /I/ GY House Number tr t Hamlet County Tax Map No. 1000 Section Block Lot Subdivision (r� Filed Map No. 12 Lot 2. State existing use and occupancy of premises pod ten ed us�aid occupancy of proposed construction: ��[[11 a. Existing use and occupancy b. Intended use and occupancy G 3. Nature of work(check which applicable):New Building ✓ Addition Alteration' Repair Removal Demolition Other Work 4. Estimated Cost 5j� 0v 0&9® Fee (Description) (To be paid on filing this a plication) 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 n�a( a and extent of each type of use. 7. Dimensions of a 'Mtructures,' if any: Front / Rear Depth Height Number of Stories a � Dimensions of structure with alterations additions: Front Rear Depth Height ° Numbero Sto ies 8. Dimensions of entire Djew.co struction: Front J-D Rear &U Depth Height /- Number of Stories I' 5 i ° 9. Size of lot: Front f�y Rear ! c Depth < 10.Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation?YES NO ,v--' 13. Will lot be re-graded?YES ---NO Will excess fill be removed from premises?YES NO 14.Names of Owner of prem's s Address Phone No. Name of Architect ° Address D t </.DPhone No &9"- Name of Contractor Address i one No. ,N-170 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"QUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to property lines. 17.If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18. Are there any covenants and restrictions with respect to this property? * YES NO * IF YES,PROVIDE A COPY. STATE OF NEW YORK) I SS: COUNTY OF_� nke(k�[ r� P &11t�'L46-being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above amed, (S)He is the (Contra t ,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 his knowledge and belief,and that the work will be performed in the manner set forth in the application filed therewith. Swo to before me this day ofol 201_q__ STPHANJE DEFEUCS 0jz/,k Notary Public tjOTAAN PUBLIC,STATE OF NEW 1f= a of Xpplicant No.01 DE6309287 Cuaiifled in Suffolk County Commission Expi ms 08.11,= 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 Survey SoutholdTown.NorthForkxet PERMIT NO. Check Septic Form N.Y.S.D.E.C. Trustees Flood Permit Examined ,20 Storm-Water Assessment Form Contact: Approved 120 Mail to: Disapproved a/c y Phone: Expiration ,20 Do D Bui pe or MAR s 9 2018 APPLICATION FOR BUIL NG PERMIT 20 INSTRUCTIONS TOWN OF SOUTHOLD a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee according to schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or' areas,and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. ' f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other regulations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension'of the 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 cod ations, and to admit authorized inspectors on premises and in building for necessary inspections. ignature 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 Name of owner of premises skz,� �` `5KI"-4-1'V (As dn the tax roll or latest deed) s C-/ci. 14 ego�q� If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. - Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed w k will be done: OS-C) 1,-- :30-70 House Number Street Hamlet Q County Tax Map No. 1000 Section Block �o Lot Subdivision Filed Map No. Lot 2. State existing use and occupancy of premises and intended use and occupancy�of proposed construction: a. Existing use and occupancy b. Intended use and occupancy wa Iver O-C— In e fq er 3. Nature of work(check,which applicable):New Building Addition Alteration Repair Removal Demolition Other Work 4. Estimated Cost Fee (Description) (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 ofteach type of use.-. 7. Dimensions of existing structures, if any:,Front Rear >' Depth Height Number of-Stories 17 .- 1 1 !p \ 1 I Dimensions of same structure with alterationsoradditions: Front i Rear > „ Depth Height Number of S"tai_es ;A1"! 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front ' Rear Depth 10.Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law, ordinance or regulation?YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises?YES NO 14.Names of Owner of premises Address Phone No. Name of Architect Address Phone No Name of Contractor 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 REQUIRED. b. Is this property within 300 feet of a tidal wetland? *YES NO * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16.Provide survey,to scale,with accurate foundation plan and distances to property lines. 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.Are there any covenants and restrictions with respect to this property? * YES NO * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: alt; _ - -- -------------- - -COUNTY OF -- -- --- - -.---- ---�--- /oL � �� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the (Contractor,Ag Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief;and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this day of M/9-1—'Cf4 20 �f Notary Public Signature of Applicant MARGARET C. RIJTKOWSKI Notary PuNic, State of New York i,o. 4J)82528 Qualified in Suffolk County Cornmission Expires June 3, !q FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD, N.Y. NOTICE OF DISAPPROVAL DATE: March 19, 2018 TO: Patricia Moore(Rempe) 2070 Bay Shore Road Greenport,NY 11944 Please take notice that your application dated March 9, 2018 For a permit for a waiver of merger at Location of property 3080/3070 Bayshore Road, Southold, NY County Tax Map No. 1000 - Section 53 Block 6 Lot 39/40 Is returned herewith and disapproved on the following grounds: The subject lot (SCTM# 1000-53-6-39) has merged with the adjacent lot (SCTM# 1000-53-6-40) pursuant to Article II Section 280-10 A., which states; "Merger. A nonconforming lot shall merge with an adjacent conforming or nonconforming; lot which has been held in common ownership with the first lot at any time after July 1 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty(50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk sc e e s." J .. monRall' , Plans miner Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, Z.B.A. < BOARD MEMBERS �QF SOUTH, Southold Town Hall Leslie Kanes Weisman,Chairperson �� alp 53095 Main Road•P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora = Office Location: Eric Dantes Town Annex/First Floor, Robert Lehnert,Jr. O 54375 Main Road(at Youngs Avenue) Nicholas Planamento �yIrou ,� Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD ` Tel.(631)765-1809•Fax(631)765-9064 December 18, 2019 Patricia Moore Attorney at Law 51020 Main Road Southold,NY 11971 RE: Request to Amend Condition of Decision #7178, Stacia Rempe, 3080 Bayshore Road, Greenport SCTM Nos. 1000-53-6-39, 53-6-40 Dear Mrs. Moore; We are in receipt of your correspondence, dated December 10, 2019, requesting that the Zoning Board of Appeals amend a condition of approval in the above referenced Zoning Board of Appeals decision. In your letter, you explain that Condition No. 1, which requires the submission of a deed as proof that the waiver of merger has been effectuated, will not be forthcoming until the property real estate closing has occurred, and that the closing will not occur until a building permit has issued for the construction of a dwelling upon lot 39. This letter is to amend the condition to allow for the issuance of the building permit so that the real estate-closing can occur before the receipt of the aforementioned deed. Subsequently,the-applicant shall have three (3) months from the real estate transfer date of lot 39 to submit the required deed to the Southold Town Zoning Board of Appeals and to the Building Department. Please be advised that all remaining conditions set forth in Appeal No. 7178 will still apply. Contact our office if you have any further questions or concerns. I will instruct the office to send a copy of this letter and your request to the Building Department. ely, 4 . eslie Kanes Weisman 5 DEC 1 9 2019 Chairperson cc: Michael Verity, Chief Building Inspector BOARD MEMBERS Southold Town Hall Leslie Kanes Weisman,Chairperson F SDUTy 53095 Main Road •P.O.Box 1179 Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes C, Town Annex/First Floor,Capital One Bank Robert Lehnert,Jr. �p� 54375 Main Road(at Youngs Avenue) Nicholas Planamento OI,Y0O(11� Southold,NY 11971 http://southoldtowmy.gov D [EcIr-2:1 VR ZONING BOARD OF APPEALS 9� TOWN OF SOUTHOLD J U L 2 6 2018 Tel.(631) 765-1809•Fax(631)765-9064 RECEIVED BUHMING DELT. FINDINGS,DELIBERATIONS AND DETERMINATION 'f W J.,/& "I"t TQ7771 s t f OI,D MEETING OF JULY 19,2018 AL 2 6 2018 ZBA Application No. 7178 So hold Town Clerk Applicants/Owners: Stacia M. Rempe Property Location: 3080 Bayshore Road, Greenport.N.Y. SCTM#s 1000-53-6-39 and 1000-53-6-40 SEQRA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type lI category of the State's List of Actions,without further requirements under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was referred as required under the Suffolk County Administrative Code Sections A 14-14 thru 25, and the Suffolk County Department of Planning issued its reply dated April 20, 2018 stating that this application is considered a matter for local determination as there appears to be no significant county-wide or inter-community impact. LWRP DETERMINATION: The relief,permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is identified as SCTM Nos. 1000-53-6-39 having 12,500 square feet and 1000-53-6-40 having 12,500 square feet. Together the parcels measure 25,000 square feet in area and measure 200.00 feet along the easterly line which runs adjacent to Bayshore Road, measures 125.00 feet along the southerly property line, measures 125.00 feet along the northerly property line and measures 200.00 feet along the westerly property line as shown on the survey map by John Metzger,L.S. dated February 21, 2018. BASIS OF APPLICATION: Request for a Lot Waiver under Section 280-11 to unmerge a vacant land area of 12.500 square feet SCTM# 1000-53-6-39 from an adjacent land area of 12,500 square feet SCTM#1000- 53-6-40, based on the Building Inspector's Notice of Disapproval pursuant to Article II Section 280-10A determining the properties have been merged which states; "Merger.A nonconforming lot,shall merge with an adjacent conforming or nonconforming lot which has been held in common ownership with the first lot at any time after July 1, 1983. An adjacent lot is one which abuts with the parcel for a common course of fifty (50) feet or more in distance. Nonconforming lots shall merge until the total lot size conforms to the current bulk schedule requirements. t f Page 2,July 19,2018 P7178,Rempe SCTM No. 1000-53-6-39&40 FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on July 5, 2018, at which time written and oral evidence were presented. Pursuant to § 280-11, the Applicant has submitted documentation, to the satisfaction of the Board that these lots were merged consequent to the death of the owners. There have been no transfers of ownership outside the family since the time merger was effected. Pursuant to §280-11,the Zoning Board finds that; (1) The waiver would recognize a lot that is comparable in size to a majority of the improved lots in the neighborhood. Many of the lots on the landward side of Bayshore Road are smaller than the subject lots proposed to be unmerged and there are few vacant lots remaining in the community. Many of the homes have been improved over the years and are quite large on much smaller sized lots than the subject lots. (2) The waiver would recognize a lot that is vacant and has historically been treated and maintained as a separate and independent residential lot since the date of its original creation. The community known as Peconic Bay Estates is an area with diverse sized lots and homes. In 1966 the subdivision lots identified by the Suffolk County Clerk's office as lots 130 and 131 were sold to Mr. John Rempe and his wife, Stacia M. Rempe, now known as SCTM as #1000-53-6-40 in 1966. Mr. John Rempe, Jr. in 1956 filed a deed in the Suffolk County Clerk's office for lots 128 and 129 which is known as SCTM#1000-53-6-39. Mrs. Rempe has resided in the home on the adjacent improved lot 40 for the last 60 years. The subject "vacant" lot 39 and the improved lot 40 appear to be one lot. Grass has been planted and carefully maintained on lot 39; a continuous hedgerow has been planted along the properly lines of both lots; and an accessory shed has been built on the "vacant" lot 39 to store the applicant's lawnmower and gardening tools. Therefore the Board cannot find that the lot to be unmerged has historically been treated as a separate vacant lot. When this was discussed at the public hearing, the applicant's agent informed the Board that Mr. and Mrs. Rempe added an attached garage and sun room to their house in 1994, and that they limited their addition to a one car garage in order to maintain the code required 10 feet side yard setback from the common property line with lot 39. She also indicated that, in 1987, the Town of Southold issued a Certificate of Occupancy for lot SCTM#1000-53-6-39 as a "vacant land." There is also an asphalt apron on Bayshore Road for access to lot 39 should a dwelling be built in the future. (3)The proposed waiver and recognition will not create an adverse impact on the physical or environmental conditions in the neighborhood or district because many of the lots in the subdivision are smaller than the subject lots; the area is almost totally built out; there is public, water on the street; and the conditions imposed herein will protect local water quality and community character. RESOLUTION OF THE BOARD: In considering and balancing the above factors and pursuant to the Waiver Provisions of the Town of Southold Merger Law, Section 280-11, motion was offered by Member Acampora, seconded by Member Lehnert, and duly carried to GRANT the waiver of merger as applied for SCTM#1000-53-6-39 and SCTM#1000-53-6-40 at 3080 Bayshore Road, Greenport, N.Y. as shown on the survey map by John Metzger, L.S. dated February 21, 2018. '-e Page 3,*July 19,2018 #7178,Rempe SCTM No. 1000-53-6-39&40 SUBJECT TO THE FOLLOWING CONDITIONS: 1. Proof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM#1000-53-6-39 be provided to the ZBA within 2 years of the date of this decision.Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. The shed on SCTM#1000-53-6-39 shall be removed immediately. 3. Any new dwelling built on lot SCTM#1000-53-6-39 shall install an advanced waste water treatment sanitary system to further protect the environment and water supply of the community. Vote of the Board: Ayes: Members Weisman(Chairperson),Acampora,Planamento and Lehnert. This Resolution was duly adopted (4-0). (Member Dantes was absent) Leslie Kanes Weisman Chairperson Approved for filing / /2018 Scott A. Russell ,�a°Su 'r ST01R.MWATER, SUPERVISOR �T ( �T � � I��1[A\1�A\GI]EI��IUE�T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 Town ,' Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES TIUS PROJECT INVOLVE ANY OF THE P'O1LI.0WIN G: Yes No (CHECK ALL THAT APPLY) P(JF1 A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑ C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. ❑Q 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 wit it—your Building Permit Application. APPLICANT (P Pe Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date District NAME r7SChe t pip Z3 06 _n10122119 P, )) Section Block Lot ts'g" ld �f Qc **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information U63) — 7ZS--` /`�� rz,kvm,e vtr,i Reviewed By: _A�)Lwm — — — — — — — — — — — — — — — — D ]Property Address / Location of Constiuction Work: — — — — — — — — — — -- — ) /.�,� ❑ Approved for processing Building Permit. OL, �J Stormwater Management Control Plan Not Required. Gy"OW ,0 6 Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM 4 SMCP-TOS MAY 2014 APPLICANT- S.C.T.M.#: 1000CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) 53D� Stormwater Management Control Plan CHECK LIST N ME Bl ` �`�"� '(�= � section ock Lot C z S M C P -Plan Requirements- Provide ONE copy of the Building Permit Application Plesse Ptmt Date: * The applicant must provide a Complete Explanation and/or Reason for not providing 63/ all Information that has been Required by the following Checklist) gnat a Tel<PTone Numtx, 1. YSite Plan drawn to scale NAess that 60'to the inch MUST YES NO NA If You answered No or NA to any Item, Please Provide Justification Herel show all of the following items* If you need additional room for explanations, Please Provide additional Paper. a. Location &Description of Property Boundaries00 b. Total Site Acreage. 00 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. 14 J W A' • l•O e. Limits of Clearing&Area of Proposed Land Disturbance. 00 fn sI hem— i:L4C00 f. Existing& Proposed Contours of the Site (Minimum 2'Intervals) s kk '9' 5 g. Location of all existing&proposed structures,roads, driveways,sidewalks, drainage improvements&utilities. h. Spot Grades& Finishi Floor Elevations for all existing& proposed structures. I. Location of proposed Swimming Pool and discharge ring. 00 j. Location of proposed Soil Stockpile Area(s). 00 O k. Location of proposed Construction Entrance/Staging Area(s). �0 1. Location of proposed concrete washout area(s). 0® M. Location of all proposed erosion&sediment control measures. 0� 2. Stormwater Management Control Plan must include Calculations showing that the Stormwater improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2")inch rainfall/storm event. 3. Details&Sectional Drawings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 b. Construction Entrance&Site Access. �0 c. Inlet Drainage Structures (e.g catch basins,trench drains,etc.) 0 d. Leaching Structures (e g.infiltration basins,swales,etc.) ****FOR ENGINEERING DEPARTMENT USE"ONLY**** Additional Information is Required. I Reviewed& I Stormwater Management Control Plan is Not Complete. Approved By. L — — — — — — — — — — -— — — -- - — — — Stormwater Management Control Plan is Complete. ' Date. 0 SMCP has been approved by the Engineering Department. ?; FORM # SWCP Check List-TOS MAY 2014 Town of Southold Town Hall Annex Telephone (631) 765-1802 54375 Main Road Fax (631) 765-9502 P.O. Box 1179 roger.richert0town.southold.ny.us Southold NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOLD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY: DATE: APRIL 27® 2020 COMPANY NAME: DOUBLE-POLE ELECTRIC INC NAME: STEVE NEGRI LICENSE NUMBER 3913-ME ADDRESS P.O. BOX 130 NESCONSET NY 11767 PHONE # (631) 361-6440 CELL # (631) 672-0241 FAX # (631) 361-6442 E-MAIL: dblepole@aol.com JOBSITE INFORMATION CC NAME: STERN ADDRESS: 3080 BAY SHORE ROAD ' JUN 1 2020 CROSS STREET: GREENPORT MY 11944 PHONE NUMBER: PERMIT NUMBER: 44543 TAX MAP # District: Section: Block: Lot: BRIEF DESCRIPTION OF WORK: MODULAR HOME 200 AMP SERVICE WIRING F BASEMENT / VAC SYSTEM Is job ready for inspection: NO ® I WILL CALL FOR INSPECTION Do you need a Temp Certificate: YES ® PLEASE SEND TEMP TEMP INFORMATION (if needed) Service Size 206 AMP'-- OVERHEAD New Service YES Additional Information 0 f c DOUbLETOLE- P.O. BOX 130 NESCONSET N.Y. 11767 OFFICE(631)361-6440 FAX(631)361-6442 OCTOBER 21, 2020 TOWN OF SOUTHOLD TOWN HALL ANNEX 54375 MAIN ROAD P.O. BOX 1179 SOUTHOLD NY 11971-0959 OFFICE # (631) 765-1802 FAX # (631) 765-9502 RE: ELECTRICAL INSPECTION PLEASE SCHEDULE THE FOLLOWING INSPECTION(S) AS DATED NAME LOCATION PERMIT # INSPECTION REQUESTED STERN 3080 BAY SHORE ROAD 44543 FINAL NEXT AVAILABLE GREENPORT MODULAR HOUSE INSPECTION FOR 200 AMP OVERHEAD SERVICE WIRING OF BASEMENT HVAC SYSTEM Ll' yen ---------------------------------------------------------------------------------- ---------------------------------------------------------------------------------- PLEASE FAX BACK CONFIRMATION FOR INSPECTION DATE(S) FAX # (631) 361-6442 ---------------------------------------------------------------------------------- THANKS, STEVE YOUR ELECTRICAL CONN 7CL-SERVICE- O PERMIT# Address: 1 Switches , Outlets G FI's Surface ,f Sconces 1 H H's LIC Lts Fans Fridge HW Exhaust Oven Dryer Smokes QW Service , Carbon Micro Generator - Combo Cooktop Transfer AC 1 AH Mini { Special: cc 1 Comments: Ve4 c � o��FFO`k�A�i y BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD ,� o �, Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 y�1p1 �`aC'� Telephone (631) 765-1802-FAX(631) 765-9502 Temporary Certificate # Date 2020 Customer Name �— Electrician Name oL e Address �, Phone e-mail e-mail Phone © License# - Size 00 A Phase�_Overhead_ Underground #of Meters / Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#F - Service Reconnected Application for electrical service equipment is on file with the town of'Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification' valid fortro�the above. Authorized by c Ajt� Town Hall Annex iJ166 �r Telephone(631)765-1802 54375 Main Road ;may Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 : 44' BUILDING DEPARTMENT NOTICE OF.UTILIZATION OF.-TRUSS TYPE CONSTRUCTION.PRE-ENGINEERED WDOD CONSTRUCTION ANWOR TIMBER CONSTRUCTION Date: Owner: _ � Location of Property: _, _T� _ _AV," ; Pleasetake °tice that the (check applicable line): I/ 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 applicc le line): ✓ Truss type construction(TT) ; 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) Floor and roo a ing (FR) Signature:,- Name ignature ,-Name(person s iIng this form): /Y/ - Capacity(check applicable line): 0011*Owner --�— Owner representative TrussRegl5.docx Effective 1/1/2015 -- 6" DIAMETER _ REFLECTIVE WHITE REFLECTIVE RED PANTONE#187 _ Y k t ' i Y 1/211 The constriction type STRIKE designation shall be 16177' 6411»9 ACIII91' &AIV91or acVie to indicate the construction classification of the structure under D+ESI;C NATIONAOR STRUCTURAL section 602 of the BCIeIYS COMP, ONENTS THAT- ARE OF TRUSS, TYPE-CONSTRUCTION ■' "F" FLOOR FRAMING, INCLUDING ■ ■ ' GIRDERS AND BEAMS ■ f■ KR77 ROOF FRA9V11�_ G 3 b - ,, ccFR" FLOOR AND, ROOF FRAMING STANDARDS AND CODES Town Hall Annex ' GTelephone(631)765-1802 54375 Main Road P.O.Box 1179 Fax(831)765-9502 ; - - _ Southold,NY 11971-0959 f BUILDING,DEPARTMENT NQTICE OF UTILIZATION OF TRUSS TYRIE''QONSTRUCTION,PRE-ENGINEERED ' WDOD CONSTRUCTIO—WAN6 6 9-TIMBER CONSTRUCTION Date Y/�boA j Owner: rLocation,of Property: Please takek Lice that the(check applicable line): I/ 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 applic le line): Truss type construction(TT) Pre-engineered wood'construction-(PW) Timber construction(TC) in the following location(s)(check applicable line): ZFloor framing, including girders and beams(F) Roof framing (R) Floor and roo a ing (FR) Signature:- Name(persons iIng this form): r/ Capacity(check applicable line): VOwner Owner representative TrussRegl5.docx Effective 1/1/2015 t ` n Fidelity National Title INSURANCE SERVICES,LLC TITLE NO: F17-7404-106163-SUFF District: 1000 Section: 053.00 B1ock:06.00 Lot: 039.000 and 040.000 Town of Southold,New York Gentlemen: FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC hereby certifies to the TOWN OF SOUTHOLD that it has searched the records of the Suffolk County Clerk for deeds affecting the captioned property and properties immediately adjoining and finds: SEE ATTACHED And the records of the Suffolk County Clerk and/or Suffolk County Registrar disclose no other further conveyance of any of the foregoing lots other than as set forth. FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC certifies that the above-captioned property has been in single and separate ownership by John E.Rempe and Stacia M.Rempe,his wife (as to tax lot 039.000) and Lorraine Dibble, as Trustee of the Stacia M. Rempe Trust dated March 12, 2014 (as to tax lot 040.000) and his/her predecessors in title since prior to 4/1/1957 except as follows: (see attached chains of title). No searches have been made other than as expressly stated above. The Company's liability under this Certificate shall only be to the party to whom it is certified and such liability shall under no circumstances exceed the amount of Twenty-Five Thousand Dollars ($25,000.00)and no policy of title insurance can be issued based upon the information contained in the Certificate. Dated: January 3, 2018 FIDELITY NATI N TITLE INSURANCE SERVICES, LLC JEAN DUVA Sworn to before me this 3r day of J7ZN]iubhc, Y B CATA�_DO stete o' Jew York Not Publ No 5017569 &&Wiwi in Suffolk County Commission Expires59o—H 24 Commerce Drive 0 Riverhead,New York 11901 9 (631)727-0600 9 Fax: (631)727-0606 Fidelity National Title Is 's INSURANCE SERVICES,LLC 1 � v TITLE NO. F17-7404-106163-SUFF STATE OF NEW YORK) ss: COUNTY OF SUFFOLK) JEAN DUVA,being duly sworn deposes and says: That he/she has had a search made of the records of the County Clerk of Suffolk County with reference to an application for a variance affecting the following premises: SCTM: 1000-053.00-06.00-039.000 and 040.000 That the said records indicate the following chains of title as to premises and adjoining lots since prior to 04/01/1957. PART OF SUBJECT PREMISES: 1000-053.00-06.00-039.000 George G. Wetmore Liber 2970 cp 339 TO Dated: 07/14/1949 Arthur Wesley Hahn III and George G. Westmore Rec'd: 07/15/1949 (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN D 3rd day of January, 2018 VotWublic - B CATALDO Notary Public, State or New York No 50375+59 Qualified in Suffolk County Commission Expires 24 Commerce Drive • Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 0 Fidelity National Title INSURANCE SERVICES,LLC George G. Westmore and Arthur Wesley Hahn III Liber 6003 cp 478 TO Dated:-07/26/1966 John E. Rempe and Stacia M&VJSI=s wife Rec'd: 00e/f%6 John E.Rempe died on 03/28/1990, Surrogates File No. 970 P 90, StAcia Rempe surviving spouse. LAST DEED OF RECORD PART OF SUBJECT PREMISES: 1000-053.00-06.00- 0.004h John Rempe, Jr. Liber 4195 cp 267 TO Dated: 08/08/1956 John Rempe, Jr. and Stacia Rempe, his wife Rec'd: 10/11/1956 John E.Rempe died on 03/28/1990, Surrogates File No. 970 P 90, Stacia Rempe surviving spouse. Stacia M. Rempe, surviving tenant by the entirety Liber 12794 cp 565 of John Rempe, Jr.,who died on 03/28/1990 Dated: 03/12/2014 TO Rec'd: 11/03/2014 Lorraine Dibble, as Trustee of the Stacia M. Rempe Trust dated March 12, 2014 LAST DEED OF RECORD PREMISES NORTH: 1000-053.00-06.00-041.000 Francis M. Claudio A/K/A Frank N. Claudio Liber 2905 cp 206 and Kathleen R. Claudio,his wife Dated: 12/11/1948 TO Rec'd: 12/14/1948 Kathryn Claudio (part of premises) FIDELITY NATI TITLE INSURANCE SERVICES,LLC Sworn to before me this JEAN D V 3rd day of January, 2018 GARY B CATAL DO Not Public Notary Public, State o` New York No. 5037a60 Qmissi d E pares k�;015 I l Commission Expires 24 Commerce Drive • Riverhead,New York 1 31)727-0600 • Fax: (631)727-0606 t Fidelity National Title INSURANCE SERVICES,LLC Joseph B. Whitty and Mabel A. Whitty,his wife Liber 3118 cp 345 TO Dated: 08/26/1950 Kathryn Claudio Rec'd: 08/28/1950 (part of premises) Kathryn Claudio Liber 6328 cp 560 TO Dated: 04/04/1968 William A. Lorenzo and Ann Lorenzo,his wife Rec'd: 04/08/1968 LAST DEED OF RECORD PREMISES EAST: BAYSHORE ROAD PREMISES SOUTH: 1000-053.00-06.00-038.001 George C. Wetmore Liber 2747 cp 496 TO Dated: 07/08/1947 Arthur W. Hahn, Jr. Rec'd: 09/05/1947 (premises and more) Arthur W. Hahn, Jr. Liber 7921 cp 510 TO Dated: 10/02/1975 Arthur W. Hahn, Jr. and Arthur W. Hahn, III, Rec'd: 10/07/1975 as joint tenants (premises and more) Arthur W. Hahn, Jr. and Arthur W. Hahn,III, Liber 9311 cp 305 as joint tenants Dated: 01/28/1983 TO Rec'd: 02/07/1983 Arthur W. Hahn III and Joyce JWIN iis wife (premises and more) FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC 0- -- Sworn to before me this JEAN DUA 3rd day of January, 2018 0 � L� R CATA LD0 bI�C, state of 'Jew York Nota ublic No 5037 ,69 Qualified m Suffolk Corinty Commission Expires 5�D)Aq 24 Commerce Drive 9 Riverhead,New York 11901 • (631) 727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Arthur W. Hahn III and Joyce J. Hahn, his wife Liber 9472 cp 413 TO Dated: 11/25/1983 Arthur W. Hahn III Rec'd: 12/08/1983 Arthur W. Hahn III Liber 11985 cp 192 TO Dated: 07/27/1989 Vincent P. Basilice Rec'd: 08/25/1999 Vincent P. Basilice Liber 12380 cp 525 TO Dated: 03/07/2005 Dahna M. ,` Rec'd: 04/05/2005 LAST DEED OF RECORD PREMISES WEST: 1000-053.00-06.00-046.010 Kerwin and Kerwin, Inc. Liber 2078 cp 45 TO Dated: 12/12/1939 Adam Pekunka and Dominika Pekunka, his wife Rec'd: 12/12/1939 (part of premises) Adam Pekunka and Dominika Pekunka,his wife Liber 6956 cp 115 A/K/A Adam Pecunky and Dominica Pecunky, his wife Dated: 03/20/1971 TO Rec'd: 06/29/1971 Mitchell Pekunka and Anna Pekunka, his wife (part of premises) Mitchell Pekunka and Anna Pekunka Liber 8557 cp 299 TO Dated: 12/20/1978 Anesthesia Group P.C. Rec'd: 12/28/1978 (part of premises) FIDELITY NATIO TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN DUV 3r day of January, 2018 r RY B CATALDO Notary ublic ` otary Public, state of New York No 5037569 Qual!fied in Suffoik County Commission Expires '-- n 24 Commerce Drive • Riverhead,New York 11901 • (631)-7271 -0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC Mitchell Pekunka and Anna Pekunka Liber 11391 cp 568 TO Dated: 12/20/1978 Anesthesia Group P.C. Retirement Fund, F.B.O., Rec'd: 12/251991 Bertram S. Holder, M.D. (part of premises) correction deed corrects deed in Liber 8557 cp 299 Anesthesia Group P.C. Retirement Fund, F.B.O., Liber 11800 cp 606 Bertram S. Holder, M.D. Dated: 10/28/1996 TO Rec'd: 11/07/1996 John Ruocco and Joyce Ruocco (25%), (part of premises) Giuseppe Ruocco and Theresa,his wife (25%), Daniel Jerome (25%), Stephen Pisacano and Deborah Pisacano (25%) Anesthesia Group P.C. Retirement Fund, F.B.O., Liber 11877 cp 827 Bertram S. Holder, M.D. Dated: 09/29/1997 TO Rec'd: 02/10/1998 John Ruocco and Joyce Ruocco (25%), (part of premises) Giuseppe Ruocco and Theresa,his wife (25%), correction deed correct deed in Liber Daniel Jerome (25%), Stephen Pisacano and 11800 cp 606 Deborah Pisacano (25%) FIDELITY NATIONAL TITLE INSURANCE SERVICES,LLC k-- Sworn to before me this JEAN D A 3rd day of January, 2018 Not Public MARY B CATALD0 Notary Public:, State of New York No. 5037569 Quahf,ed in S>>ffolk County Commission ExpireS5, 1\ 24 Commerce Drive 9 Riverhead,New York 11901 • (631)727-0600 • Fax: (631)727-0606 Fidelity National Title INSURANCE SERVICES,LLC John Ruocco and Joyce Ruocco (25%), Liber 12045 cp 592 Daniel Jerome (25%), Stephen Pisacano Dated: 04/11/2000 and Deborah Pisacano (25%), Rec'd: 05/31/2000 Giuseppe Ruocco and Theresa, his wife (25%), (part of premises) TO John Ruocco and Joyce,his wife (25%), Daniel Jerome (25%), Stephen Pisacano and Deborah Pisacano (25%), Giuseppe Ruocco and Tessie N. Ruocco As Trustees under the Tessie N. Ruocco A/K/A Theresa Ruocco Revocable Trust (12.5%), Giuseppe Ruocco and Tessie N. Ruocco, as Tustees under the Giuseppe Ruocco Revocable Trust(12.5%) John Ruocco and Joyce Ruocco, his wife(25%), Liber 12247 cp 673 Daniel Jerome (25%), Stephen Pisacano and Deborah Dated: 04/07/2003 Pisacano, his wife (25%), Giuseppe Ruocco and Tessie Rec'd: 04/23/2003 N. Ruocco, individually and as Trustees of the Tessie N. Ruocco (A/K/A Theresa Ruocco) Revocable Living Trust(12.5%), and the Giuseppe Ruocco Revocable Living Trust(12.5%) TO Stephen Pisacano and Deborah Pisacano,his wife LAST DEED OF RECORD FIDELITY NATI TITLE INSURANCE SERVICES, LLC Sworn to before me this JEAN D t� 3rd 4ay of January, 2018 V��crhoQ� MARY 8 CATALDO Nota Public ry Public, State of P,ew York Qual,fied in Suffolk County Commission Expires C�` 24 Commerce Drive • Riverhead,New York 11901 9 (631)727-0600 • Fax: (631)727-0606 t�C;„moian , With CO n U. 5. 1. Fl. 8 f/6,U�-e.. la9ain and Salo Daad, Witt Covonaat—Individual or Corporation. """""..UWIW4 4 Be•Used By Lawyers Only: It is unlawful for any person,except a lawyer, .are,�and receive compensation for documents affecting_ ectmg real estate." 31 made the 26th day of July,l 196¢ i BEN George G. Wetmore, residing at Greenport, Suffolk : ' `. C ounty, 'N: Y: Arthur Wesley Hahn III residing at 250-41, 41st Road, Little Neck, I New York and Greenport, New York, res �'ecti�vel ,,h P. ,,y;ti rty.of the first part, and '•"°' �S John x E. Rempe and Stacia M. Rempe, his�wife residing';at '676 Baysho5re Rd. Greenport, New York pa Ey of'thd second part, WITNESSETH, that the party of the first part, in consideration of One ($1.00) Dollar , lawful money of the United States, and other good and valuable consideration paid by the party of the second part, does hereby grant and release unto the party of toe second 'part, their ALL that•certain plot, piece or parcel of-land, with the buildings and improvements thereand on erected,, foKevsituate, ` ? lying and`beingkxft' at Arshamomagde•;. in the Town of Southold, County of Suffolk and .;' •State:Of New York, known and designated on the Map of Peconic Bay.Estates, Amended Map. A., filed in Suffolk County Clerk's Office as- Map No. 1124, as lots _-� numbered 130 and 131. TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said preini-ses, TO HAVE AND TO BOLD the premises herein granted unto the party of the second part, and assigns forever, AND the party•of-the first part covenants'that it has; STATE OF NEW YORK, COUNTY OF SUFFOLK ss.: STATE OF,NEW YORK,,COUNTY •I I Er,X00 `` I'r�� 7971; as.. On the,1 Utlh. day of July, 19 66 day of 1g ers gall came , before 'me On the , before me P;. 4 Y George G, Wetmore, persongly,:came Arthur Wesley Hahn III to me known to'-be the individuals described in and to me known to be the individual described in and who executed the foregoing instrument, and acknowl- who ,executed the foregoing instrument, and acknowl- edged that they executed the same. edged that executed the same. ,,,.. Notary Public i� DOMIN'IC�AURICHIO 'M'fAfy•:Nblic, State of New York Suffolk Co. Official INTO. 52-0113108 Commission Expires March 30,19.07 STATE;-OF?NEW YORK, COUNTY OF ss.: STATE_OF-.NEWY.ORK,_,COUNTY-OF On the day of 19 , before me On the day.of 19 personally came , before me • personally came to me known, who, being by me duly sworn, did de- the subscribing witness to-the foregoing instrument, pose and say that he resides at No. with whom I am personally acquainted, who, being by me duly sworn, did depose and say that he resides that he is the at No. of that he know_s ' the corporation described to be the individual in and which executed the foregoing instrument; that described in and who executed the foregoing instru- he knows the seal of said corporation; that the seal ment; that he, said subscribing witness, was present affixed to said instrument is such corporate seal; that and saw execute the same; and that he, it was so affixed by order of the board of directors of said witness, at the same time subscribed h name said corporation, and that he signed h :name as witness thereto. thereto by like order.; �zzzz�.zz •�.Tz�zo� ° Corn a� C Ra i o `°P�.za+ eo M�rn�UzW °oma . � C4 ��, � U w W a C O Cd Oi•• Z o w .-1 ��oo Q �'+ a� rA o 4-3 �H •�+ � � � r1 >,•� a � �'�} � F � Bw�E �wE+at�E��r7E�tai .a o x Ww �wE, w craw tli ® 'b U z 1n�� o [moi ?+v�"i w i>~a E rJ3 A4�14 C4 � c3 �i v 1`� dWE�x�c�www`n uFiVwcFnPpCvFiQ QH�E,,Dx� waE� .a1. b.0 0 0 E flE- y° O -N �.r V cd _A. LY'i fa ,••, a o'= N ,Q r w 0•..F, i a.lO S o ~ao ' "w'a y , QrA�N1 U°]�U y 1;3 t'J L/2 t i .�'•� 'd �: S f E %a N a o''"t-,°'n o d o GFA o AO M10 Qj 11 VON NQ AUG 2 1966 NURMAN E. KLIPP Clerk of. Suffolk County = �I�US�C ` 685—StatutoryForm-A.•.P.hotoetat-Recording,• --- - •_ _.. •••AUL"IUS-BLUMBERG,,INCs,•L-AW,BL•ANKPUHL•ISHERS�- r' ' V~ Warranty Deed with Full Covenants,Individual. 80 EXCHANGE PLACE,AT BROADWAY,HEW YORKS LI.S.t:l?:5..._.�...� THIS-IlVDENTLTREday of i�tde the / V! , nineteen hundred d fifty-six y r. an I BETWEEN JULIA TRA'FICANTE resiin at 1 �.• ' .d. g" 434 70th Street,. North 'Be ;>gen,, _thuds on County, New.Jersey, ." part y of the first part, ands JOHN REMPE,; Jro,. residing 'at Greenport-; Suffolk County, New York, part y of the second part,: i WUMSSETH,that the party of the first part, in consideration ,of TEN aid 00/100 ($10) „ ....,._... . ... ,. . _. - ... . . .� - . _. .. _ , _.. ._. ..._ . . . . ;. .... .. .. ,. "•µDollars,"1 lawful-money•of-the tni^teci,States,' and other good and v aluabl e cons iderations; paid by the party of the second part doe g; hereby grant and release unto the part y of the second part, he-r h eirS and assigns forever, ALL those certain parcels of land situate.,at Arshamomaque,, in the ' 'Town o f S o 1 0 d, Count f ' Suxffolrk #F utho y ,� yl an,d State of; New York,;:-' known and NZ ;designa't'ed on a certain ma ;entth` ii J p p`cl At nded Mo? A,o•,. Pe conic Bay Estates:"' filed izi the office of the Clerk,of,-' S'uffo;lk County as MapNumber 112 , s Lots numbered one hundred. twel Y.6. fight, (#128) and one hundred ,twonty- a nine (#129c(1.. Being and iritended to le, 'a part of the premises conveyed to the „ . party ,of the first part and '!another by George G.:.,.Wetmore by deed dated October, 5th,, 1948, and recorded.' in the Suffolk County Clerkls office on 0•cto•ber 22, 19 .8 in Liber 288 ' �.� _ 7 of Deeds at page- 126,. "r!� i viwrrt."-v,w-rr.';iv}n�'•u?.i•�:,'!{"'l^n-';li�f")..lr-I V _T.GGETHEIi:=with�the' � aPurtgnanceSI and all he-ese.antfa -par, -, :of- k first`;` a rtit—`a'� d'to aid' premises. `--- TO HAVE,AND TO-HOLD the premises herein granted unto the part y of the second part, :_hi s,he Ir s ; and assigns forever- AND the said part y of the first part covenants as follows: -FM ,9T:=Tliat-the partyof"tlie`first''pait is :seized'oflthe,saidjpremises.'in''fee'si"–ple;;and ::ha;re _good r`igfitao conpe""�e*s'a' • r;,rl. . _[ ., . Y. Baine; -•e'. :'- ,..- . ii. :I :.7::{: i`' . . w , - - , i , i:y'.. 'f.::ia%:.,-Frill SECOND.—That,Ihe;party oflhelsecond part shall quietly enjoy the said,premises; THIRD.That the said premises- are free from incumbrances; IA,; :+ ,�t - .a . [ a ., a._'v .[iii [.,. • §TATE OF NEW YORK, COUNTY OF SUFFOLK ss.: STATE OF,NEW YORK,,COUNTY I�IErUIJ " �'`��` `" ''' as.: On the • 26th day of July, 19 66 , before 'me On the personally•came day of 19 , before me Gevrge '�•, Wetmore, personally,;came Arthur Wesley Hahn III to me known to' be the individuals described in and to me known to be the individual- described in and who executed the foregoing instrument, and acknowl- who executed the foregoing instrument, and acknowl- edged that they executed the same, edged that executed the same. 72 U ' Notary Public DOMINIC�AURICHIO Roiary•:public, State of New York Suffolk Co. Official No. 52-011310.1 Commission Expires Afarcli 3o,19.(p7 STATE:O•F'NEW YORK, COUNTY OF sa.: STATE_OF.AIEW_YORK, COUNTY OF ae.: On the day of 19 , before me On the personally came day-of 19 , before me personally came to me known, who, being by me duly sworn, did de- the subscribing witness to the foregoing instrument, pose and say that he resides at No. with whom I am personally acquainted, who, being by that he is the me duly sworn, did depose and say that he resides of at No. that he knows ' the corporation described to be the individual in and which executed the foregoing instrument; that described in and who executed the foregoing instru- he knows the seal of said corporation; that the seal ment; that he, said subscribing witness, was present affixed to said instrument is such corporate seal; that and saw it:was so affixed by order of the board of directors of execute the same; and that he, said corporation, and that he signed h :name said witness, at the same time subscribed h name thereto b like order. as witness thereto. O tie �zzz�z cd2; ` '' ao° ° •.t am C�d HO �-,yNM y� Z��ZUU, o cd �'�i. 'moi Q , o LH {" C.7 O�° a EA �• MIE HC' 2 o OC4 ril � .a o x Cb ww acw�aa .� -�ww� (1P1411�Y` �i E FN, fit.+ �1 rl `� b.Ca% ! I .F y ii� O ° O � .��', U id °�' cad• i_ ^ '•R.'' rr�1 .y � a'y I ,-w WC7. ryNO� 0• j� � : jy S `t �y ao ' a U3 u�' NF'J',CJ1 `�` '.wq •� b Q) %0cnCoi0'-1Nyo yc�o o , AUG 2 1966 @AM v �' 5 ` f DAN E. RIP? Clerk of Suffolk County I!{ r 6,rY via-QhJ•1,ta1W='D eidd."Ind1v1aun1. RECOlding. ,• -- _ _ _, „- ,, ••• , _JULIUs,BLUMBGRO,,INc•, S,AW;6LANK_P„UBV 'Rs80 EXCHANGE PLACE'AT BROADWAY. N�IY YOR�C :I LiER' 195. T W MbPENTURE, made:the• ;dad.of .August ,;nineteen hundred and fifty-six BETWEEN JOHN 1” '•JE: , _,;••;.. , : ding at Green ' g port;; Suffolk Count ,New York Y', i party of the first part, and "JOHN' TMPE, JR, , and STACT.A REIMPE, his wife,-,both residing at Green art+ s `,Suf-folk.County�' New York p �� ` partie s of the second part, e -the-party in••consideration of f WITNESSETH ,that•the- ar- • -Dollars, lawful money of the United States, and other good and valuable consideration, paid-by the.part ies of the'second part-does hereby remise, release and•quitclaim unto the-part;:ies of the second part, ;I} their heirs,, and assigns forever, ALL { those s e certainpar.ce•ls's_�:'}of';,,,l,� an�-.d' situ.r a.. te 6,t. Arshar`.oma cr ue., in the ''Town of Southold, County of ` S .State of .New York:, known and `:designated on a certain ma en�tl �' • ert p• ik{;,l�d ''!±Atrion'ded Map .A . , Peconic''Bay, Estates" ,'filed in the office of .the , '5 C S of-f,olk ounty asMaps' Number 112+ Lots numbered " . .,,i `'�` �::• '- ' . one hundred t��ren +y-egkt (f�128;) and one''hundred twenty- nine , + I"j ,t. .. N% 1 .�1,`.}n,'S.s'.0 c�}af„ ?. ., :.3?.,.;5.?` r.? ,, ' `l:i� "��' 1 i. o•. N. TOGETHER with the appurtenances and all the estate and,rights of the •of the•first:part in,and,to said, premises. , TP HA#E AND TO$OLD the premises herein granted unto the part j.e s of the second part, their heirs , and assigns forever. 1 IN WITNESS WHEREOF, the party of the first part has hereunto set his nand and seal the day, and year first above written. In presence of: r ' ../................... ... .... ...._........' ......................:L: S: ............................................•--.............................................L. S. STATE OF NE[q YORK COUNTY OF SUTFF'OLK ss.: On the 5��,�,, day of .A'ugust , nineteen hundred and f if t before me came Y=s i'x' JOHN REMPE, JR. , to me known and known to me to be the individual described in, and-who executed, the foregoing instrument,.and acknowledged to me that he executed the same. Notary P bli'c +Suf f 01C, Co`unt'y tRVING 'STATE M:. ktARV.PUBLIC„STATE OF NEW'YORK t' RWdjrfg in Suffolk Co,at-time of appolntmnht' ' R-•ti 4___.___�..._ �._ MY'Com�niss;cn Exp!. er9arch ;0, htj7 ca : : • �` l W p� d j' 1 U 9 d •i � �' - Ci -1-�`CO T N r t,; Lel S{e� 1. :.�`� ;t.ir 1. - 'd •.�. •rl •ice M F-I i' mow;$ 7 13;:.;e1 i�ar�:�� ter,-Is: i•._ :•�;, +t,:,r: ;i• . - - - , , A �� •�-r 1 o wR-Bi-WROED y • OCT 11. 1/956-- %' �a 6ftt M'* OCT' Atli�'1=LLIAM-M, R'Y CT' I I 38 Alli ° +' r•�'`-- - Cla&of Suffolk Counk i'l SUfFO= f( COUw }, 04, - i'a:i..r`.:,� �� _ ':�:,�L^ :�ir:i{�.:.,I�:...;:xt•;:3:..ZiL,.'+'i:Z�.a;r,'n�i::ti.C::?:.,'h":.L'.c':�1:F.j��Y�::1•;t% _ may: t7�,, .,t:�;7�.�'i. r. ;.i>.y�•i':c^':- .a2ar.J. e Itir... >a� �Ir'. ',1•':,:,• -i�`' 'i' - .•F• �r.l.. - •n°:✓� ':1. T•:.;';4Li{!. ^[r t r"'ddl Pif:�' 1 ,4;'6 r•::,'L ..:.t.....t:'....i3..-,. _. - . �, - . .. � - - - ..,...y1�:.. ., ..:, _„r.,.^.'.an!ti�`?�ra_.,. %'t .'�r^;a,�t=�-}`•~_ ....�,�-`�•; � '' •` :_493=Statutory.Form�D.»Photo'stat-Recording. ;Quitclnim'Deed.=Indidfdnal. ""'-'``_. , ..IULIU11„Ht.UM136Ra,jNc,, [,Aw;;6L-A14KPue^ Rs j�� j ��'>� .,}..!•• 80 EXCHANGE PLACE,'AT BROADWAY, N�WaYCRK' �J'32,ksn��Yt",. r` ?'' ' '7 S INDENTURE,,made the :of•�+ r y ' August ,nineteen hundred and f if t y-six BETWEEN JOIN REAIPE ' t -;-residing at Greenport; �;u�f olk County' ` New York , i party of the first part, and -JOHN, REMPE, JR. , and STAC2.A _RE hIPE his wife both residing i g at Greenport, s uffolk, County,' New York partie S of the second part, x: !, l WITNESSETH,••that'the-parof'the-first art••in"consideration of -- - Dollars, lawful money of the United States, and other good and valuable consideration paid`by the part ie s of thwsecond part does,hereby remise, release and:quitclaim unto the-part� I q S. of the second part, ; • • r r _ t--hear heir 5 and assigns forever, u as' , certain ;ALL tlios-e parcels; �o.'f,llarid ;situate` aft ,t�rshargoma ue' -in the - Town of S _ �r�� - - '• � ,' } Southold, County of:' Suf `oll' aria +State of .New Yor and kr, known `ides n a certain ma ent ignated o erg p.; i�Y ,.l.�,d 'r!�Arriend`ed Ma , pe -, on ate i� �z:,.;•, _� 1 A . i c. Ba`y;Est s.11, f ilea in '1 ,.. :' ._ .• " the of-f ice of the ,Clerk:,;�of;$•Suff;olli bounty as Maps; Number 11.24 ;as- -Lots numbered -one hund'red'"tTrrGnt'i_ ;ght 0128;) and one`-;hundred twe"rit y- .nine (#129) . 'j'• .��;'�Pt�1:,��Js�:.:.��,:c�. Irl•:-'iii:', .. .. ,t', j�1:r .. . }.]` , . r ., 1�?dt'ig �'!y� d�F,ti, t,..,,dj,,,.,ai i. 'Ld; „ t?.• :r'.ii;:,17� 434 (,i..., ^r+r'. r"" •:`,7'�,l"}i P,','r" ii�t; :1!i:,� h, ;�{;> +. .»( ��''L'.,•2tu,dr� lty!" ti:.;�:1 C�'� ::,iS.i�-:5.nr:t:!.�v:.i.' .I"`:1 ^� .t, r; _� �� ' `-ti/ � �3 _ ;">.+ ,!;' JSS': .•; :� ;tt;• ,l`.. 6 V"'r ,1i G _v)iii i, "� .gip- VA L TOGETHER with the appurtenances and all the estate and,rights,oflthe_.jiart�.!y -of ifie-fi ' -,phrt in,and,.to said' premises. TO 'HAVE AND TO HOLD the premises herein granted unto the part ie s of the.second part, their heirs , and assigns forever. IN WITNESS WHEREOF, the party of the first part has hereunto set his hand and seal the day and year first above written. In presence of: .. ............... ..... . ........................... ....... ... f. .............................................................................................L. S. STAM'OF NEIq YORK COUNTY OF SUFFOLK On the day of August nineteen hundred and f if-ty.—Six. before me came JOHN REMPE JR. to;me known and known tome to be the individual described in, and=who' executed, the foregoing instrum6n,4,,and acknowledged to me that he executed the same. 'P b bl1 Votary 'P ic,,'..-.ftf f o 1 ."�S _Cbuftty IRVING C—PR b M&ARY',PUtLIC,:�STATEIP NEW:YORK. 'ieeildid'In',Suffolk Co.at-ti me of appolMmont'-, Comm"ss;on Exp..N.-o2filarch 3040,5_7 A". ra 1'4 -Z 0 M Cd .0s 0 0 E-5 2, h;iV,.A> MVIIN ca •i ,Z�Rti?S :a=,J�ntii> t•. S,t1;, c'�Ill;l.�t; � A ,~ „: ,:•,�- r ' R E C -qj ql, ". OCT1 I 1" 1956 cf c,.38 6 1�M. OCT jj $5 WL -M 14 • A M cisfU&.a LIAitafelk cou'* ta LP111 0 Ai IN; Ot7 zf x �Z�!710� `�`, . ~ Mau . F1172 Number o.fpf9 es 3 RECORDED 2014 Nov 03 12:00:50 PM JUDITH A. PASCALE This document will be public CLERK OFSUFFOLK COUNTY record.Please remove all ' L D00012794 Social Security Numbers P 5163 prior to recording. CT# 14-08740 Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 1 FEES Page/Filing Fee 1 Mortgage Amt. 1.Basic Tax Handling 20. 00 2. Additional Tax TP-584 Sub Total Notation Spec./Assit. 5 EA-5217(County) Sub Total or Spec./Add. EA-5217(State) o� TOT.MTG.TAX R.P.T.S.A. �, Dual Town Dual County Held for Appointment Comm.of Ed. 5. 00 TransferTax �+ Affidavit + Mansion Tax µ� Certified Copy The property covered by this mortgage is or will be improved by a one or two NYS Surcharge 15. 00p� family dwelling only. Sub Total 0d Other n�C' ..-- YES or NO Grand Total ( r_ If NO, see appropriate tax clause on page# of this Instrument.) 14030766_. -3- 19- I V 4 Dist. 1000 05300 0600 040000 RP T 5 Community Preservation Fund Real Properl c J!!nr Inj r n ni n I n u r r ur nu m wH ' II lII�IIIII lIIII!!I! f J j i Consideration Amount$ Tax Service; 30-OCT-1 llli�l!llf�l!!ii l�II!lII1�!!I Agency PF ax Due $ Verification 6 Satisfactions/Discharges/Releases List Property Owners Mailing Address Improved RECORD&RETURN TO: Vacant La6d TD 10 Wickham,Bressler& Geasa,P.C. P.O.Box 1424 TD Mattituck,New York;11952 TD Mail to: Judith A. Pascale, Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name i-�dei�t Alorn �tioa.i i, 1 www.suffolkcountyny.gov/clerk Title# Q04350- 9 �. 8 Suffolk County Recording & Endorsement Page This page-forms part of the attached Bargain and Sale Deed with Covenant made by: (SPECIFYTYPE OF INSTRUMENT) Stacia M. Re=e The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of Southold Lorraine Dibble, Trustee of the Stacia M. Rempe In the VILLAGE Trust Dated March 12, 2014 or HAMLET of Greenport ' BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over Standard N.Y.B.T.U.Form 8002-Bargain and Sale Deed with Covenant against Grantor's Acts Uniform Acknowledgment Form 3290 _ CON�e1LTYC§UR LAWYER BEFORE SIGNING THIS INSTRUMENT-THIS INSTRUMENT SHOULD BE USED BY LAWYERS ONLY March THIS INDENTLRE, made the 12thday 0f4RV=N9j, 2014 BETWEEN STACIA M. REMPE, surviving tenant by the entirety of John Rempe Jr., who died a resident of Suffolk County, New York on March 28, 1990 residing at 3070 Sayshore Road, Greenport, New York 11944 the party of the first part, and March LORRAINE DIBBLE, AS TRUSTEE OF THE STACIA M. REMPE TRUST DatedWJMWAW12, 2014, having an address at 670 Goldspur Road, Cutchogue, New York 11935, the party of the second part, WITNESSETH, that the party of the first part, in consideration of Ten and 00/100--($10.00)--Dollars, and other good and valuable consideration,paid by the party of the second-part, does hereby grant and release unto the party of the second part, the heirs or successors and assigns of the party of the second part forever, ALL that certain, plot, piece or parcel of land, with the buildings and improvements thereon erected, situate, lying and being at Arshamomaque, in the Town of Southold, County of Suffolk and State of New York, known and designated on a certain map entitled "Amended Map A., Peconic Bay Estates" filed in the office of the Clerk of the County of Suffolk as Map Number 1124, as Lots numbered one hundred twenty- eight (#128) and one hundred twenty-nine (#129). BEING AND INTENDED TO BE the same premises in which an interest was conveyed to the party of the first part by deed dated August 8, 1956 and recorded in Liber 4195 page 267,on October 11, 1956. i TOGETHER with all right, title and interest, if any, of the party of the first part in and to any street's and roads abutting the above described premises to the center lines thereof; TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises. TO HAVE AND TO HOLD the premises herein granted unto the party of the second part, the heirs or successors and assigns of the party of the second part forever. AND the party of the first part covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever, except as aforesaid. AND the party of the first part, in compliance with Section 13 of the Lien Law, covenants that the party of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word "party" shall be construed as if it read "parties" whenever the sense of this indenture so requires. IN WITNESS WHEREOF, the party of the first part, has duly executed this deed the day and year first above written. IN PRESENCE OF: STACIA M. REMPE f/deedRempehustf TO BE USED ONLY WHEN THE ACKNOWLEDGMENT IS MADE IN NEW YORK STATE State of New York, County of Suff olk ,ss: State of New York, County of ss: - March On th& 12t'ftlday of KR9W.-),Wy, in the year 2014 On the day of , in the year, before me, te * undersigned, personally appeared before me,the undersigned, personally appeared STACIA4W.REMPE personally known to me or,proved to me on the basis of personally known to me or proved to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is satisfactory evidence to be the individuals) whose name(s) is (are) subscribed to the within'instrument and acknowledged to (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signature(s) on the capacity(ies), and that by his/her/their signature(s) on the instrument, the individual(s), or the person upon behalf of which instrument,the individual(s), or the person upon behalf of which the indivi a �) Fact d, execut the instrument. the individual(s)acted, executed the instrument. �rX� (signatur and office of individual taking acknowledgment) (signature and office of individual taking acknowledgment) Notary ublic •'Abi qw l A. W is]4, u,vn Notary Public i�oleN .,-. . ff ., 'UbIlle,Sd c �r� -.Udab.�.,&� a-y64ag7i :au,ll � ilssion Exp� �R;Srieuslolkl TO BE USED.ONLY WHEN THE ACKNOWLEDGMENT IS MADE OUTSIDE NEW YORK STATE State(or District of Columbia,Territory, or Foreign Country)of , County of ss: On the day of , in the year before me,the undersigned,personally appeared personally known to me or proved,to me on the basis of satisfactory evidence to be the individual(s) whose name(s) is (are) subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies), and that by his/her/their signatures) on the instrument, the individual(s), or the person upon behalf of which the individual(s) acted, executed the instrument, and that such individual made such appearance before the undersigned in the in Massachusetts (insert the City or other political subdivision) (and insert the State or Country or other place the acknowledgment was taken) (signature and office of individual taking acknowledgement) Notary Public DISTRICT 1000 SECTION 053.00 BARGAIN AND SALE DEED BLOCK 06.00 WITH COVENANT AGAINST GRANTOR'S ACTS LOT 040.000 Title No. QO4350-9 COUNTY OR TOWN Southold STACIA M. REMPE TO LORRAINE DIBBLE, AS TRUSTEE OF THE STACIA M. REMPE TRUST DATED PUBRUAWMCH WICKHAM, BRESSLER & GEASA, P.C. 12, 2014 P.O. BOX 1424 MATTITUCK, NEW YORK 11952 ,fk 11111111 Illl IIIA Illll VIII VIII(IIII VIII VIII 1111 IN II I I I IlIII it lil IN III SUFFOLK COUNTY CLERK RECORDS OFFICE RECORDING PAGE Type of Instrument: DEED Recorded: 03/25/2019 Number of Pages: 4 At: 03:36:35 PM Receipt Number : 19-0058975 TRANSFER TAX NUMBER: 18-27151 LIBER: D00013005 PAGE: 667 District: Section: Block: Lot: 1000 053.00 06.00 040.000 EXAMINED AND CHARGED AS FOLLOWS Deed Amount: $485,000.00 Received the Following Fees For Above Instrument Exempt Exempt Page/Filing $20.00 NO Handling $20.00 NO COE $5.00 NO NYS SRCHG $15.00 NO EA-CTY $5.00 NO EA-STATE $125.00 NO TP-584 $5.00 NO Notation $0.00 NO Cert.Copies $0.00 NO RPT $200.00 NO Transfer tax $0.00 NO Comm.Pres $6,700.00 NO Fees Paid $7,095.00 TRANSFER TAX NUMBER: 18-27151 THIS PAGE IS A PART OF THE INSTRUMENT THIS IS NOT A BILL JUDITH A. PASCALE County Clerk, Suffolk County uLU Number of pees RECORDED 2013 Mar 25 03:36:35 PH JUDITH A. PPSCALE This document wl'll be public CLERK of record.please rembve all SUFFOLK COUNTY' Social Security Numbers L•DP 667 P 6� prior to recording. DT# 1e-27151 Deed/Mortgage Instrument Dea�/Moj gage Tax S Stan* Recofding/Fling stamps 3 FEES Page/Filing Foe q Mortgage Amt. Handling �;�20• 00 d- 1. Basic Tax TP-564 S 2. Additional Tax -- Sub Total _ Notation SpecJAssit. BA-5217(Couaty) f °r --�2_•, Sub Total_ Spec./Add. _ ' EA-5217(Blatt) C/��.G�� TOT.MTQ.TAX PT R •S A• Dual Town DuA County— Comm. ountyComm,of Ed. 5. 00 Held for App eAtj I ens er Tax _ Affidavit rD,, ` _��b�� Mansion Tax Certified Copy The property covered by this mortgage is NYS Surcharge 15 00 or will•be improved by a ono or two Sub Total cis family dwelling only. Other p/ J YES or NO Grand Total c I J If N0,set appmpdate tax clause on G page of nen • lOoo 1� 4 Dist, 0 0 0 19006563 lova 05300 0600 oa0000 S Community Preservation Fund Tax Sal erviccee R JGA A 111111111311 ggnsideration Amount$ Jr' om Agency 27auuart-t CPE.Ta?r $ t9 /t0 Verification Due 6 Satisfactions/Discharges/Releases List pm =Improved RECORD& p Owners Mulling RETURN TO: Vacant Land TDTD fD �o mak y 9 5Pyy TD Mail to:Judith A. Pascale, Suffolk County Clerk 7 Title CQMDWT Information 310 Center Drive, Riverhead, NY 11901 »/cT WWW.Suffolkcountyny.gov/clerk - Titlei Jfy�y— dp331 (o 81 Suffolk Count Record�in & Endorsement Pa2e This page forms part of the attached made by: hr ,.9 s (S`PECIFY TYPE OF INSTRUM6i+l D S, -,-.:Is=�The premises herein is situated in ^� E ✓s : c§UMI$COUNTYIZSWYORK TO •In the TOWN of In the VULAGE iOT s .L� .4/✓ or HAlvtr Hi'of BO)ms 6 THRU 8 MUST BB TYPED Oil PRINTED IN BLACK UqK ONLY PRIOR TO RECORDING OR FILING. ua�ouamuc ` fnverl r • BARGAIN AND SALE DEED WITH COVENANT AGAINST GRANTOR'S ACTS(INDIVIDUAL OR CORPORATION) STANDARD NYBTU FORM 8007 CAUTION:THIS AGREEMENT SHOULD BE PREPARED BY AN ATTORNEY AND REVIEWED BY ATTORNEYS FOR SELLER AND PURCHASER BEFORE SIGNING THISINDENTURE,made he I S�- day of February,2019 Between LORRAINE DIBBLE,residing at 670 Goldspur Road,Cutchogue,New York 11935 as Trustee of the Stacia M.Rempe Trust dated March 12,2014 �. A• 5.6'�r> J WIFE parry of the first part,and JOY HARVEY and LOREN HARVEY,residing at 8247 Taunton Place,Springfield, VA party of the second part, WI77VESSETH,that the party of the first part,in consideration of FOUR HUNDRED EIGHTY-FIVE THOUSAND DOLLARS AND 00/100(5485,000.00)and other valuable consideration,paid by the parry of the second part,does hereby grant and release unto the party of the second part,the heirs or successors and assigns of the party of the second part forever, ALL that certain plot,piece or parcel of land,with the buildings and improvements thereon erected, situate,Iying and being in the SEE SCHEDULE A ATTACHED(DESCRIPTION OF PREMISES) BEING AND INTENDED TO BE the same premises in a deed made by Stacia M.Rempe,surviving tenant by the entirety of John Rempe,Jr.,who died a resident of Suffolk County,NY on March 28, 1990 and recorded on November 3,2014 in Liber 12794 ep 565. TOGETHER with all right,title and interest,if any,of the party of the first part in and to any streets and roads abutting the above described premises to the center lines thereof, TOGETHER with the appurtenances and all the estate and rights of the party of the first part in and to said premises, TO HAVEAND TO HOLD the premises herein granted unto the party of the second part,the heirs or successors and assigns of the party of the second part forever. AND the party of the first part,covenants that the party of the first part has not done or suffered anything whereby the said premises have been encumbered in any way whatever,except as aforesaid. AND the party of the first part,in compliance with Section 13 of the Lien Law,covenants that the parry of the first part will receive the consideration for this conveyance and will hold the right to receive such consideration as a trust fund to be applied first for the purpose of paying the cost of the improvement and will apply the same first to the payment of the cost of the improvement before using any part of the total of the same for any other purpose. The word"party"shall be construed as if it read"parties"whenever the sense of this indenture so requites. IN WITNESS WHEREOF,the party of the first part has duly executed this deed the day and year first above written. IN PRESENCE OF.• Lorraine Dibble,Trustee the�f�,A �. RP/►1P2 �RUS�' cA4c& -3-ta-iq NYSBA Residcttial Real Estate Forms on HotDocs7(910D) Copyright Capsotr Development CHiCAGQ TITLE INSURANCE COMPANY TITLE NO.7404-003316 SCHEDULE A-1 (Description of the Land) For Tax Map ID(s): 1000-053.00-06.00-040.000 ALL that certain plot,piece or parcel of land,situate,lying and being at Arshamomaque,in the Town of Southold.County of Suffolk and State of New York,known and designated on a certain map entitled"Amended Map A.,Peconic Bay Estates'flied in the Office of the Clerk of the County of Suffolk as Map Number 1124,as Lots Numbered one hundred twenty-eight(#128)and one hundred twenty-nine(#129)which lots when taken together are bounded and described as follows: BEGINNING at a point on the Westerly side of Bayshore Road distant 329.26 feet Southerly from the comer formed by the intersection of the Southerly side of August Lane with the Westerly side of Bayshore Road; RUNNING THENCE along the Westerly side of Bayshore Road South 23 degrees 51 minutes 00 seconds East 100.00 feet; THENCE South 66 degrees 09 minutes 00 seconds West 125.00 feet; THENCE North 23 degrees 51 minutes 00 seconds West 100.00 feet; THENCE North 66 degrees 09 minutes 00 seconds East 125.00 feet to the Westerly side of Bayshore Road the point or place of BEGINNING. THE POLICY TO BE ISSUED under this commitment will insure the title to such buildings and improvements on the premises which by law constitute real property. FOR CONVEYANCING ONLY: Together with all the right,tide and interest of the party of the first part,of in and to the land lying in the street in front of and adjoining said premises. END OF SCHEDULE A Commit Wd%rT10e DMUMM Printed:01.18.19 @ 0426 PM Schedule M1 Dendp6on NY-CT4 VN-01010.431074SP&1-18-7404-003916 � e r State of New York) ss: County of Suffolk k- On this � day of February,2019 before,the undersigned,personally appeared, LORRAINE DIBBLE,personally known to me or proved to me on the basis of satisfactory evidence to the be individual(s)whose name(s)is(are)subscribed to the within instrument and acknowledged to me that he/she/they executed the same in his/her/their capacity(ies),and that by his/her/their signature(s)on the instrument,the individual(s),or the person upon behalf of which the individual(s)acted,executed the instrument. N tart'Public BETSY A.PERt4NS Notary Public,State of Newyork No.01PE613o636 Qualified in Suffolk Coun�ttyy,�� Commission Expires July 18,.Q9'1 NYSHA Residential Real Fatale Forms on HaMoc?(9M) Copyright Capsoft'Development �✓1 r Y V PATRICIA C. MOORE Attorney at Law 51020 Main Road Southold, New York 11971 Tel: (631)765-4330 Fax: (631)765-4643 December 10, 2019 Attn: Kim Fuentes, ZBA Clerk Zoning Board of Appeals Town of Southold Main Road Southold NY 11971 RE: STACIA REMPE#7178 PROPERTY ADDRESS:3080 BAYSHORE ROAD, GREENPORT SCTM: 1000-53-6-39 AND 53-6-40 Dear Chairwoman Weisman, Ms. Fuentes and Board: With reference to the above decision rendered on July 19,2018 (copy attached), the Board required three conditions: 1.P.roof that waiver of merger is effected by way of a deed from the applicant to a separate individual or entity conveying title to that portion of the property known as SCTM# 1000- 53-6-39 be provided to the ZBA within 2 years of the date of this decision. Failure to comply with this condition will result in nullification of the waiver of lot merger granted herein. 2. The shed on SCTM# 1000- 53-6-39 shall be removed immediately. It was removed. 3. Any new dwelling built on lot SCTM#1000-53-6- 39 shall install an advanced wastewater treatment sanitary system to further protect the environment and water supply of the community. An application for an IA system is pending. Item1. The deeds at the time that the waiver of merger application was submitted were in two separate entities. Tax Lot 39 was in the name of Stacia Rempe as surviving joint tenant of John Rempe Jr. and Tax Lot 40 was in a Trust in the name of Lorraine Dibble, as Trustee of the Stacia M. Rempe Trust dated 3/12/14. There was no need to incur the expense to file new deeds, since title was in a manner which "effectuated the waiver of merger". It was my understanding that paragraph 1 was your standard language and the application already provided the proof of the separate title. The merger occurred prior to the last deeds of record. I have attached a copy of both deeds for your convenience. sn all Moreover, Mrs. Rempe sold her house (Tax Lot 40)within two years of the decision. I have enclosed a copy of the new owner's deed. Presently, an application for a building permit has been filed by the contract vendee for lot 39. As soon as the building permit is issued the parties intend to close title. The building department needed confirmation that we complied with the Board's conditions. Please communicate with the building department so that they may issue the building permit. Very truly yours, Patricia C. Moore PCM/bp Encls. c: Amanda, Building Department . ' I i� NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE AAAAAA 113120755 BORG&BORG INC 148 E MAIN ST ME HUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CEDAR KNOLLS INC. TOWN OF SOUTHOLD 900 MARCONI AVE 54375 RT 25 RONKONKOMA NY 11779 PO BOX 1179 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12190763-9 462558 02/12/2019 TO 02/12/2020 11/8/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2190 763-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE-POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1059270983 U-26.3 SUNNYDA OP D:JC CERTIFICATE OF LIABILITY INSURANCE DATE(M2/20 10/22/20 9 19 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES•NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER 631-673-7600 CONE CT Susan Goss Saparito Inc. NA Borg$Borg,Inc. PHONE 631-673-7600 FAX 631-351-1700 148 East Main Street (A/c,No,Ext): (AIC,No): Huntington,NY 11743- nooRE s susang org org.com Susan Goss Saparito Inc. INSURERS AFFORDING COVERAGE NAIC# INSURER A:Southwest Marine and General 12294 INSURED Cedar Knolls InC. -INSURERB: 900 Marconi Avenue Ronkonkoma,NY 11779 INSURER C: INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT;TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DDL UBR POLICY NUMBER POLICY EFF POLICY EXPLTR LIMITS A X COMMERCIAL GENERAL LIABILITY 1,000,000 EACH OCCURRENCE CLAIMS-MADE F_X]OCCUR GL2018LHB00502 10/12/2019 10/12/2020 DAMAGE TO RENTED RENTED 100,000 PREMISES E occrence MED EXP(Any oneperson) $ 5,000 X Contractual 1,000,000 PERSONAL&ADV INJURY GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY EX]JECT El LOC PRODUCTS-COMP/OP AGG 21000,000 OTHER A AUTOMOBILE LIABILITY EO aBcINdED SINGLE LIMIT $ 1,000,000 ANYAUTO GL2018LHB00502 10/12/2019 10112/2020 BODILY INJURY Per er,on $ OWNED SCHEDULED AUTOS ONLY AUTOS BODILY INJURY Per accident $ X AUTOS ONLY X NON-OWNED ONLD PeOr a den DAMAGE $ A UMBRELLA LIAR X OCCUR EACH OCCURRENCE $ 1,000,000 XXI EXCESS LIAB CLAIMS-MADE EX2018LHB00154 10112/2019 10/12/2020 AGGREGATE $ 1,000,000 DED I X I RETENTION$ 10,000 WORKERS COMPENSATION PER OTH AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNERIEXECUTIVEElE L EACH ACCIDENT OFFICER/MEMBER EXCLUDED N/A (Mandatory in NH) EL DISEASE-EA EMPLOYE If yes,describe under DESCRIPTION OF OPERATIONS below EL DISEASE-POLICY LIMIT DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space Is required) CERTIFICATE HOLDER CANCELLATION TOSHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS. 54375 Route 25 PO Box 1179 AUTHORIZED REPRESENTATIVE Southold,NY 11971 ACORD 25(2016/03) ©1988-2015 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD NYSIF New York State Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � D ^^^""^ 113120755 BORG&BORG INC 148'E MAIN ST rillHUNTINGTON NY 11743 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER CEDAR KNOLLS INC. TOWN OF SOUTHOLD 900 MARCONI AVE 54375 RT 25 RONKONKOMA NY 11779 PO BOX 1179 SOUTHHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBERT POLICY PERIOD DATE 12190763-9 462558. 02/12/2019 TO 02/12/2020 11/8/2019 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2190763-9, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE-PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE-POLICY NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1059270983 U-26.3 � r N SUR VE Y OF PROPERTIES a t A RSHA MOMA 0 UE ti TD WN OF SO lMTffOLD SUFFOLK COUNTY, N. Y. 1000-53-06-39 1000-53-06-40 SCALE: 1 "=30' FEBRUARY 21, 2018 LOT 127 O cA 1�5 Op OOE � O E 101 �g3 N66.p9POO LOT Sp k r' YG Clxs� ko / LOT 129 E u; s �P O Jr. h� y x �6 *0 OOs \ 7- Nm.g10�QO Q Noc O �O \ o k� O CK00 gQ`t`PpN � � >O ��5 O •00. LOT 130 'too. I O o O o �i A��. LOT 131 CIO Q(��G Bldg Dept copy from ZBA Final reviewed doyuments 00 30N 2BA_File# �/7a A. "* +p0 560166 LOT 132 ® - MONUMENT / LOT NUM5ER5 ® REFER TO "MINOR 5UI3D I V I S I ON PREPARED FOR ��pF N E W YO PARADISE I5LE5" FILED IN THE SUFFOLK COUNTY GLEKK'S OFFICE tet,? y .� VZr> r, ON JAN. 8, 2003, AS MAP NO. 10881. LOT NUM6ER5 #� REFER TO "MAP OF PECONIC 6AY ESTATES" FILED I N THE SUFFOLK COUNTY CLERK'S OFFICE ON MAY 12, 1933, A5 MAP NO. 1124. ,S. L/C, NO. 49618 .1R�,�E ORS, P. C. ANY ALTERATION OR ADDITION TO THIS SURVEY IS A Pi> 0,t;N,� o= &Cf VIOLATION OF 5EGT I ON 7209OF THE NEW YORK STATE AREA 1000-53-06-39 = 12,500 SO. F7. (63��7,65 50 0 FAX (631) 765- 1797 EDUCATION LAW. EXCEPT AS PER SECTION Cn ^, AA^^ �^ �+ P. O. BOX 909 7209-5UE5D I V 1 S I ON 2. ALL CERT I F I GAT I ON5 HEREON ARE AREA 1000-53-06—SFV = 12,500 SO. FT. VALID FOR THIS MAP AND GOPIES THEREOF ONLY IF SAID 1230 TRAVELER STREET MAP OR COPIES GEAR THE IMPRESSED SEAL OF THE 17-133 SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 MEETS AND BOUNDS BY: Z Q 1o? N66°090011 1215,00' ��6. PECONIC LAND SURVEYORS, P.C. - - - - - DATED JULY 17,2019 j SCTM 1000-53-06-39 0. 1 DW I I DW I ASPHALT I\°W/1 APRON PROPERTY" 12,500 SF 3 38.1, 51.9' 35.0' Z c J Loo uj __ I\DW/1 � Z W � A iQ -- CTF el. 11.5' PROPOSED z O 1�• i1 N ( — FF el 13.0' DRIVEWAY 0 zG o o W ' O ,Z CONCRETE / ` ~ o < cv � WASHOUT I 1 --- -- - " m � �V � 1 "1 241 � II — — ---- I O V W � — � UG Z O .. EL.8.6' � O O TOP SOIL � PROPOSED _ _ _ _ 1 STOCK I 1 STY. HOUSE r� - / - -/ g Q x \ PILE 0 /I ' m po C) a I1.� Z _ 1 DW 1 '/ i1 O W O - ti. /. - Q 00 W O E-4 cn SILT 1 ow 1 / LG G / (� pI FENCE CONSTRUCTION SfAGII:<! V AREAPRIOR A p I`;S'P LLI'J':�SANITARY 8 4' HOUSE DRAINAGE CALCULATIONS O 8.71 Sraro°OQ"0011� 125'OO' 2256 SFX 2'=376CY V1 �:JJ 376/42.22=8.9 LF OF 8-FOOT DIAMETER LP USE(5)2-F00T--DEEP X 8-FOOT DIAMETER LEACHING SITEPLAN DRNEWAY DRAINAGE CALCULATIONS 20X34=680 SF SCALE: 1" =20'-0" 680SF X 2'=115.6 CF 115.6/42.22=2.73 LF OF 8-FOOT DIAMETER LP USE(1)8-FOOT DIAMETER X 3 FEET DEEP FOR INSTALLATION OF DRAINAGE STRUCTURES THE CONTRACTOR SHALL EXCAVATE THROUGH THE CLAY LAYER TO CLEAN SAND w Q) Z TEST HOLE D,4T,4 -Z Z co Z � McDONALD GEOSCIENCE w Q N 'i/03/2019 X ' EL. 8.6' O O cr.) •, =o .� --- DARK BROWN O m ti VDIM ' LOAM OL On � i 5ROWN CLAYEY SAND � W C/)WITGRA -1--------------------�___n- - - - - - ' PERCHED EL. 4.6' 46 �� n�� r" WATER WATER IN BROWN CLAYEY Q) ?(-� A�,C��1°0 ' SAND WITH GRAVEL SC �' LEACHING POOL TYPICAL SECTION I �� a'. N.T.S. WATER IN BROWN ' CLAY CL 9' o F.BR G Y: ° WATER IN BROWN FINE DRAWN F � TO COARSE SAND SP T 15' 11/1/2019 (,-Toro I41, �� 44AY EAl.AN-4 a-----_- NOTE: WATER ENCOUNTERED SCALE: SEE PLAN MK „�o "T\ 4.0' BELOW SURFACE 1UN1ppff�� - K"ORA "''�"OO L*WM M7 I ELEVATIONS REFERENCED TO NAVD s8 ` SILT FENCE IDETAILS TEMFORARY CONSTRUCTION ENTRANCE SHEET NO: .T.S. N.T.S. V NOTE: IIA OWTS General Requ/romenta `v CONCRETE 1. The Installer of l/A OWTS must hold a current Liquid Waste License pursuant to Chapter 563 Article Nl(Septic Industry Businesses) and ` - Endorsement J(Innovative and Alternative Treatment System installs) through the Suffolk County Department of Labor, Lkens/ng and ConsumerL;Q�Uc P 0 3 201 V / COLLAR 24� STOPPER END Affairs, pursuant to Suffolk County Code¢563-79(11)(J). The Department of Labor, Licensing, and Consumer Affairs maintains a list of GU9 All properties within 150 feet of subject property PLUG licensed IIA OWTS Maintenance Providers. are connected to public water �l.. l�@IA► H .- p a 2. Installer shall provide a certificatlon if the Installation and const ruction from a professional engineer or registered architect for final approval ,�J$(`Nof the s tem ywMMy Y T RISER &COVER . Ys P3. An executed Operation and Maintenance Contract between the Maintenance Provider and Property owner must be submitted to the FIBER JOINT / Deportment / PACKING 4. All Installed 1/A OWTS aro required to have an Initial 3-year warranty and operation/maintenance service contract. Cl SEWER PIPE 5. When an IIA OW7S requires a hent, the unit shall be vented to the roof of the residence being served. Vent pipes shall extend a minimum (TYPICAL) of 6 Inches above the roofllns and the top of the vent shall have a minimum horizontal separation of 12 Inches to the sloped portion of the roof. In cases where it Is not practical to vent the system to the residence roof, a vent pipe may be p/ped to the exterior aide of the 7 LOTresidence and terminate a minimum of 18 Inches above grade. These vent pipes shall be located a minknum of 3 feet from any window or L 26 PVC PIPE 03034 doorway and must terminate with a carbon filter device. All vent pipes must have a minimum diameter of 2 Inches. i C/3lr SDR 35 DWELLING i BEND 6. Garbage grinders shall not be permitted when an l/A OWTS Is utilized as means of sewage disposal. In addition, water softeners shall not PUBLIC WATER/ DWELLING TO SEP77C discharge Into an IIA OWTS PUBLIC WATER Ny FROM DWELLING TANK 1 7. install l/A OWTS tanks according to manufacturer's recommendations. All applicable recommendations provided by the manufacturer shall be L.L Q `c� imp/emented % Cl. 601 PVC WYE C/ 70 PVL 8. The 11A OWTS tank shall be Installed at level In al/directions with a maxknum tolerance In an direction of+ one / ( y / quarter Inch)on o UJ LLJ 10 HOUSE ADAPTOR minimum 3-Inch thick bed of property leveled and crompocted sand(/roe from rocks)or pea grave Z ad'- �< 9. The top of the 1/A OW7S tank shall not be located greater than 2.5 feet or less than one foot below final grade. F/) n O 7- -r LOT 27 �- �� CLEAN OUT DETAIL }. } Z / O Electrical Requirements G2 N.T.S. 1. Control Panels / m LU LU Zp�l Q a. All wiring and equipment are to be installed by the electrical contractor In accordance with the National Electric Code(NEC)and ` 1: 7 /ocalcodes. b. The control panel box must be placed outside on a sultatie pedestal near the structure that It serves. Alternatively, the panel box I- 00 may be mounted on an outside wall of the structure(preferable a utfllty room, and not a/ping space). 00 1 C:� C. The control panel shall be placed at a comfortable height for access. d. The panel shall meet National Electrical Manufacturers Association (NEMA)4X specifications. Z e. The condult must have appropriate seals to prevent gases and moisture from reaching the control panel or lirnctlon boxes. f. Each system shall be equipped with a functlonIng warning system which will activate audible and visual alarms that can be readily EL 10.6' CMF PNPN seen and heard by the occupant's of the building served LOT 129 PPPRO EL 10.9• TEST HOLE DATA 2• Pumps, Blowers, Level Sensors, and Controls V) 00 a. fie electrical)Unction box serving the pump motor and floats must be watertight and located outside the IIA OW7S tank chamber. DWELLING �rZS' / DWELLING McDONALD GEOSC/ENCS b. The Department shall observe the pump system operate trough o normal operating cycle. C. Inspection for leakage of the force main fittings w#1 be made during the pump test procedure. PUBLIC WATER sE0.� S PUBLIC WATER 7/03/2019 P� - 11 EL. 8.6' DARK BROWN LOAM OL OL 1� General Notes 09/ 5% PR\JF 9 O / BROWN CLAYEY SAND WITH GRAVEL SC 1. LOT AREA: 25,000 S.F. OR 0.57 ACRES NO 5\0� y�9 �icT'o. 2. SCTM#1000-53-06-39 PERGHEC EL. 4.6' 4' 3. BOUNDARY AND TOPOGRAPHIC INFORMATION FROM A SURVEY BY Peconle Surveyors. LAST DATED 02/21/2019 .2' U, WATER WATER iN BROWN CLAYEY ELEVATIONS REFERENCED TO THE NAVD 88 DATUM. EL 10.2' ,LD1 EL 8.6' 7, ��0 SAND WITH GRAVEL SC 4. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN j�A / RC1. -k /O 7' OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED LOT 30 \ o.y G ti� WATER IN BROWN 5. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION ANa DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF WORK. 2 Opp E O CLAY CL THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMAnON SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST BE LOT[ N-3 \ G�0 EG i 5 O 91 CONFORMED ACCORDINGLY IN THE FIELD. �\ "ir �, 0 � � G M"' Op, DWELLING 6. A MINIMUM SEPARATION OF TEN (10 FEET HORIZONTAL AM EIGHTEEN INCHES VERTICAL IS TO BE MAINTAINED BETWEEN �+` \ WATER LINES, STORM DRAINAGE AND OR SANITARY LINES OR STRUCTURES. VACANT �_ o W 0 PUBLIC WATER 9 0- o. LG WATER IN BROWN ME 01 �'\ �y TO COARSE SAND SP 7• THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK. + 00� \G �EL 9.2' «,Kers. 4Z y o Fi C`AVAiTI©: IP9SPI C I IrJ!d 1 REQUIRED8. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOIED OF IN ACCORDANCE WITH TOWN, COUNTY, STATE AND FEDERAL 0 \, EL 8.4' f5• LAWS. CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OFF ALL UNSUITABLE MATERIALS OFF rOR SANITARY SYSTEM SITE. DEBRIS SHALL NOT BE BURIED ON THE SITE. sY�e ;DLIII L1�FAPTMENT NOTE.• WATER ENCOUNTERED 2�' ? T.^ 9. ALL PRECAST STRUCTURES SHALL BE APPROVED BY THE COUNTY AND COMPLY WITH THEIR REGULATIONS. \ 4.0' BELOW SURFACE O' 10. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 28 DAY STRENGTH CONCRETE. ti� F ELEMA77aNS oEcEIM CED TO AIA.VD 8911 F LOT 131 \ IR . S ANHTARY Ft?E TO BE SDR-28 PVC O•.? AS� EC3F'cD C. \ \ LECTRICAL 12. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THEe- \Y_ TRANSPORT OF SEDIMENT TO OFF SITE AREAS, PONDS, DRAINAGE INLETS. THE METHODS AND MATERIALS EMPLOYED IN W ti W I LEAN CUT THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO THE NEW YORK GUIDELINES OFOR EROSION AND SEDIMENT CONTROL YDoRO ACTION CONTROL PANEL LI 0 / ,1 ON 3' X 2' CONC PAD 13. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 957E MAXIMUM DENSITY AT THE OPTIMUM MOISTURE z O9 0o v! CONTENT AS DETERMINED BY STANDARD PROCTOR TEST. Q N566 LOT 132 SANITARY DESIGN = \9.7' VACANT N DWELLING V Q Z) Lo PUBLIC WATER 3 BEDROOM (/) z to ana.vl s, � \ •� I/A SYSTEM = HYDRO-ACTION AN400 = - :" LOT NUMBERS 130 & 131 REFER TO � LEACHING MAP OF PECONIC BAY ESTATES �- LW m ow can=AM 1-4 BEDROOMS 300 SF SIDEWALL FILED MAY 13, 1933 W (4) LEACHING GALLEYS 3 FOOT DEEP MAP #1124 u) O O LOT 133 (2) LEACHING GALLEYS 3 FOOT DEEP SCTM 1000-53-06-39 0 o- ELECTRIC RISER DIAGRAMT -� \ J N.T.S. OF Nov A,tf*I}11 - ifs ^, I•°f+y+,(„ _j'"r C .:aT::'S.•�riD°. )e-� i.>.. SCAE. 1 -- 30 P/0 LOT s .€y, 1:,r':�., Ian !; ]a 11 'V LW .I r •0. 3 V 1A R 1: A 0, > C Q'! �I(}�1' y J�--'dam�� (1 i{ \ / '` "` =1p"•l.�.p� ( �y t'� CJ �J 1,.. •'�*' r'rw ",6�.'�r I'M P1 ,,.�IIS`,Pt'r-oVy,11+.'1 . D Qc"+�-�.J';�` L�Lu iV`Cfi i7'V�V. �/ � tLrT L•-r � f < �. ..' .l :• AREA = 12,500 SQ. FT. °°°° 0 / I H D Da E i p P, t 0D;I LT. tti 1'F I FJ' HOUSE CONCRETE COLLAR WATER rarr ErA,e!oU+Fx J B M rJ a.• F.F.Q. 130' K r/APPROYFD tatte,0 OEMtE DRAWN BY: JF/ LH END PILL OFADE F wj � �� ;,�' �'�'-• B-tar rr«sr,Ea WADE r R75f GRADE SAF C.C2 " 1� t„) _ Gt, EXCAVATION NOTES ssR� I.E. I.E emrn 2, ""• I � ��"'•` �" aEANour'/4FFnTTCH FI OW ,// PER FOOTpvc gaff 75 , ,. 2 r� = ; c� AUGUST 29, 2019 SDR 35 . PIPE UNE 91R •••� -G ,� 'X Lai. a, 10,of the clay soils and the perched water the contractorSa' ' 1 L p�1.5' BILL OF MATERIALS T O QS T will need to excavate through the clay to good soil down to Hwa `"°'"mow"'�T -III , V HIGHESTEXPE�,m �a. ;N1TBO4 L_ N HOWST RECORDED GROUNDWATER; :,] MF4001/A ul I I ^JI GROUNDWATER a ,o„F.nen..x i1 C3 "l nr^• BAC1a1LL MATQBAL TO BE DEAN SAND!GAVEL TO BE DETERMINED ' T approximately 12 feet. The contractor needs to call for an EXCAVATE TO OEM SAND(SP) °;ee1a. „Er ;p T I u � �= :� HYDRO-ACTION AN400 DETAIL a HIN- .A LY DETAIL n z<oo urrtaD¢ , F•- C:) F- SCALE : AS NOTED excavation inspection from SCDHS. After good soil is reached, ,„,00,,,,,,, ,,,,,� P � .: .0 © cn back fill the excavation with clean sand. Install a monitoring SANITARY SEPTIC SYSTEM PROFILE W w w0 SHEET NO: pipe with the pipe end 8 feet below grade. Arrange with the N.T.S. a Health Department to check the final depth of water ��,� E�s ,v: o- _ ➢ A w contained inside the pipe after a period of time. hyAr eaod �y�Ipp/ AN-400=440 GPD NO CERTIFIED T0: SURVEY OF PROPERTY 3 � ARNOLD IRA STERN AND ROELIENA LUCHIENA VANZANTEN p�6 a t ARSHAMOMA Q UE FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC TOWN OF SO UTHOLD SUFFOLK COUNTY, N. Y. � 1000-53-06-39 P� SCALE: 1 "=30' �5 JULY 17 2019 JANUARY 6' 2020 (CERTIFICATIONS ADDED P FEBRUA R Y 28, 2020 (FOUNDA TION L OCA TION LOT 126 DWELLING / PUBLIC WATER / N DWELLING / N PUBLIC WATER / � O LOT 127 / / N / OG / ZZo� 20 TEST HOLE DATA / McDONALD GEOSC/ENCE / EL 10.6' CMF asPNON 7/03/2019 �/ LOT 129 O PQR EL 10.9' EL. 8.6' DWELLING 125 �N DWELLING DARK BROWN PUBLIC WATER v'. PUBLIC WATER 1' LOAM OL \ BROWN CLAYEY SAND WITH GRAVEL SC EL. 4.6' 4' � WATER /N BROWN CLAYEY °oma eA SAND WITH GRAVEL SC ' c�N��ON No' TH 7 CMF EL 10.2F �pv E v� SVA WATER /N BROWN �Q CLAY CL .90 LOT 4❑ LOT 130 0 ibo t3� -09 •Op DWELLING WATER IN BROWN F7NE VACANT % PUBLIC WATER TO COARSE SAND SP O o. 15, ,9� N�oN SEL 9.2' EL 8.4' NOTE. WATER ENCOUNTERED 'f REBAR 4.0' BELOW SURFACE �� SET ELEVA77ONS REFERENCED TO NA VD 88 s� 5 00 $� LOT 131 a �Eo� 12 s KEY Q = REBAR .00• '0 ® = WELL x,66 O9 LOT 132 ® = STAKE REBAR L 9.7' / ® = TEST HOLE SET VACANT / DWELLING ® = PIPE / PUBLIC WATER ® = MONUMENT = WETLAND FLAG / = U77LITY POLE s LOT NUMBERS ® REFER TO "MINOR SUBDIVISION PREPARED FOR LOT PARADISE ISLES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE / P'. R 5 2020 ON JAN. 8, 2003, AS MAP NO. 10881. \ / LOT NUMBERS ® REFER TO "MAP OF PECONIC BAY ESTATES" / FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON / O _f• �� MAY 12, 1933, AS MAP NO. 1124. \ / P/0 LOT / am foml/lar w/th the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and w111 abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown l hereon are from field observations and or from data obta/ned from others. . I.- Y.S. LIC. NO. 49618 ` a tai THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA77ONS ht AND OR FROM DATA OBTAINED FROM OTHERS. THEREFORE 7HE/R LOCA77ONS AND OR PECON�;C .SUR l! Y,C�RS, P.C. EXISTENCE /S NOT GUARANTEED. <6.3�)~�e5"_ "2 FAX (631) 765-179 7 �• ANY ALT>=RA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW AREA 1♦ f 1 21500 SQ. P.0. BOX 909 YORK STATE EDUCATION LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL 12JO TRAVELER STREET CERnRCA TONS HEREON ARE VALID COPIES BEAR TRE IMPRESSED SEAL RTHIS MAP D COPIES THEREOF ONLY IF AID MAP °R 1 -9-036 OOFTHE SURVEYORWHOSESIGNATURE APPEARSHEREON. SOUTHOLD, N. Y 11971 SCDHS REF# R10-19-0098 SURVEY OF PROPERTY a t ARSHAMOMA Q UE CERTIFIED T0: ARNOLD IRA STERN AND ROELIENA LUCHIENA VANZANTEN TO WN OF SO UTHOLD FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC SUFFOLK COUNTY, N. Y. 1000-53-06-39 SCALE 1 `30' 540e JUL Y 17, 2019 G� P� JANUARY 6 2020 (CERTIFICATIONS ADDED FEBRUAR Y 28, 2020 (FOUNDA TION L OCA TION OCTOBER 20, 2020 (FINAL) LOT 126 NOVEMBER 16, 2020 (EXPANSION CHAMBERS) DWELLING PUBLIC WATER / - Ny � DWELLING / PUBLIC WATER LOT 127 / 00. / 0000, _o / Z2o� G20 TEST HOLE DATA \ / / ' EL 10.6 S McDONALD GEOSCIENCE CM PY\ O 7/03/2019 ✓ LOT 129 p0 PPQFiO EL 10.9' \ DWELLING 1`Z5a DWELLINGEL. 8.6' DARK BROWN PUBLIC WATER ��o°� c�Re �. PUBLIC WATER 1 LOAM OL \ DW eg 0m 7 •� p .L 9� O G WITH GRA VEL SC ANDBROW aA YEY S0\\ 9'� NE°G� Q�P��°R\JPy vRe goy METAL Ny0 ti 66 0 a P`' g0 G DRAIN EL. 4.6. 4 o N g2° 3n9 WATER ' WATER IN BROWN CLAYEY ACQ SAND WITH GRAVEL SC CMF F�. GCSE *�\ �TH M R 7, ��(• GPOP Zh0 o FILED MAP ��7 WATER IN BROWN EL 10.2' 3a0 /��j Z W o LINE Q 9'CLAY CL OO ❑ �` LOT 4 a� LOT 130 STEPS 9 W PHA n�G 'O� DWELLING WATER IN BROWN FINE VACANT o STEPS PUBLIC WATER TO COARSE SAND SP 00 ENTRY 9 15' PAVER D BOX �Z� _ �'> y SEL 9.2' !y PATIO AN4o0 y a NOTE.• WATER ENCOUNTERED WOOD 2a0.A. CVENT R/0 SE R 4.0' BELOW SURFACE DECK/PORCH CONTROL PORCH/DECK ELEVA710NS REFERENCED TO NA VD 88 S PANEL LOT 131 PREFAB. METAL WINDOW WELL KEY 'oo = REBAR SEPTIC LOCATION ® = WELL �� ,A, .B. 9 566• LOT 132 ® = STAKE AN400 18.6' 35' REBAR L 9.7' / = TEST HOLE D BOX 26.6' 35' SET VACANT / DWELLING ® = PIPE CHl 37.6' 53' / PUBLIC WATER ® = MONUMENT CH2 46' 55.6' = WETLAND FLAG CH3 34.6' 39' / rTL = U77LITY POLE CH4 43' 42.6' \ LOT LOT NUMBERS ® REFER TO "MINOR SUBDIVISION PREPARED FOR PARADISE ISLES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE / ON JAN. 8. 2003, AS MAP NO. 10881. \ / LOT NUMBERS ® REFER TO "MAP OF PECONIC BAY ESTATES" \ / FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON \ / 134 / ' ' p NEyf MAY 12, 1933, A5 MAP NO. 1124. P/0 LOT\ / r < , lam familiar with the STANDARDS FOR APPROVAL AND CONSTRUC110N OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions \ , set forth therein and on the permit to construct. The location of wells and cesspools shown hereon are from field observations and or from data obtained from others. C. NO. 49618 THE LOCA77ONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVA77ONS PECON/C "'R, ,l AND OR FROM DATA OBTAINED FROM 07HERS. THEREFORE THEIR LOCATIONS AND OR EXISTENCE IS NOT GUARANTEED. (631) 765-�6 1) 765-1797 ANY AL7ERA77ON OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW AREA o 12,500 SQ. FT. P. 0. BOX 909 YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL 1230 TRA VELER STREET 19-036 CER77RCA77ONS HEREON ARE VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR WHOSE SIGNATURE APPEARS HEREON. SOU THOLD, N. Y. 11971 SCDHS REF4!- R10-19-0098 SURVEY OF PROPERTY ARSHAMOMA Q UE CERTIFIED T0: rDztc) OUP i Y DEPARTMENT 0F HEALTH OF SO UTHOLD ARNOLD IRA STERN AND ROELIENA LUCHIENA VANZANTENCPJAL0=(("T`t77..UCTEDVIIRKS FIDELITY NATIONAL TITLE INSURANCE SERVICES, LLC DECASINGLr, � ` _�RESIDENG_5UFFO KCDUNT Y, N. Y.4 2020 ..:;:.; � , ►� . _-�-r .rir. 4t l,.I . on I:sto b 00-53-06-39 impcct id and''103'C'r'7.f.;'0 bi i.ms i?x L-no',C.4`L ;r$JC?1 rIC i 2Cld tOtiet� be sa isiac:vey FOR rfil,)�1:�Ufvf Gr BEDROOM& �— CALE: 1 "-30*' JUL Y 17, 2019 G� ,. . 2020 (CERTIFICATIONS ADDED P FEBRUARY 28, 2020 (FOUNDA TION LOCA TION OCTOBER 20, 2020 (FINAL) LOT 126 NOVEMBER 16, 2020 (EXPANSION CHAMBERS) DWELLING r PUBLIC WATER / (P DWELLING / t,10 PUBLIC WATER N (P LOT 127 / / OG TEST HOLE DATA \ / / EL 10.6 CM SQNPaN McDONALD GEOSCIENCE ✓ LOT 12) pp PPPRO Ct EL 10.9' 7/03/2019 �j. EL. 8.6' \ PUBLIC DWELLINGPIS 12 o�E e ate. DWELLING DARK BROWN �E DW ee c�R �� ' PUBLIC WATER LOAM OL \ ,L 1 00 N BROW OWIN GGRA CLAYEY VEL AND \\ 9 Op�� es SQ�,P�� ae goy �1AL ��yO 66 0 N P 0� DRAIN / EL. 4.6' 4' WATER IN BROWN CLAYEY yc N AcQ 52° E �°9 WATER 2� SAND WI TH GRAVEL SC \,�v5 �H METER CMF GE .�. 7' EL 10.2' p `-� GP�P 2 2W / o LINE FILED MAP WATER IN BROWN �a. F,\-5' 9'CLAY CL 2 Dw F 1 '00 LOTF41 N� LOT 130 STEPS 9 WALK LKAL 00, DWELLING WATER IN BROWN FINE VACANT �. °, �` STEPS yw PUBLIC WATER TO COARSE SAND SP Oma ENTRY 0 D eox � y EL 9.2' PAVE 15' PATIOR AN400 ny � EL .4' NOTE.• WATER ENCOUNTERED WOOD2$°.A. CVENT R/0 SEi R 4 .0'BELOW SURFACE DECK/POF'CH CONTROL PORCH/DECK DW PANEL ' ELEVATIONS REFERENCED TO NA VD 88 O 125 p0 / LOT 131 PREFAB. METAL A WINDOW WELL KEY 0O DW = REBAR SEPTIC LOCATION •0 .A. .B. p9 ® WELL 566 LOT 132 ® = STAKE AN400 18.6' 35' REBAR L 9.7' / 9 = TEST HOLE D BOX 26.6' 35' SET VACANT / DWELLING 0 = PIPE CHS 37.6' 53' / PUBLIC WATER ® = MONUMENT CH2 46' 55.6' = WETLAND FLAG CH3 34.6' 39' / clQ� = UTILITY POLE CH4 43' 426' \ LOT LOT NUMBERS ® REFER TO "MINOR SUBDIVISION PREPARED FOR \ PARADISE ISLES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON JAN. 8, 2003, AS MAP NO. 10881. \ / OF NEW LOT NUMBERS ® REFER TO "MAP OF PECONIC BAY ESTATES" FILED IN THE SUFFOLK COUNTY CLERK'S OFFICE ON r MAY 12, 1933, A5 MAP NO. 1124. / P/0 LOT \✓ / I am familiar with the STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES and will abide by the conditions set forth therein and on the permit to construct. The location of wells and cesspools shown "` hereon are from field observations and or from data obtained from others. ' ��3A1Py n N. Y.S. LIC. N0. 49618 THE LOCATIONS OF WELLS AND CESSPOOLS SHOWN HEREON ARE FROM FIELD OBSERVAnONS I ED PECONIC SURVEYORS, P.C. AND OR MDATA OBTAINED lzOM OTHERS. THEREFORE THEIR LOCATIONS AND OR EXISTENCE ISNOT GUARANTEED. (631) 765-5020 FAX (631) 765-1797 ANY ALTERA77ON OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209 OF THE NEW AREA = 12,500 SQ. FT. Nov 2 2 2020 P. 0. BOX 909 YORK STATE EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL -TRAVELER STREET 19-036 COPIES BEAR THE IMPRESSED SEALS HEREON ARE VAUD FOR OF A OF THESURVEYOR KHOSESSIGNATURE OAPPEARS AHEREON.OR SUFE=•CC,• '- `<..1H.1'�' e,oaE%SOUTHOLD, MY 11971 GENERAL CONDITIONS_ FOUNDATION WATERPROOFING WALL KEY / 21 UNLESS OTHERWISE NOTED, GENERAL INSTALL TWO LAYERS OF TOWELED ON CONDITIONS OF THE CONTRACT FOR FIBERGLASS MASTIC. (FED. SPEC. — = EXIST 10 BE REMOVED HARD WIRED SMOKE N25051'00"W 100.00' CONSTRUCTION, AIA DOCUMENT-201 S.S.G. 153 TYPE-I) MEMBRANE TO BE OO DETECTOR W/ BATTERY 4/8-7 SHALL APPLY. THE CONTRACTOR CONTINUOUS FROM TOP OF EXIST fO REMAIN BACK-UP —� SHALL OBTAIN GERTII=IGATE OF FOUNDATION AND EXTEND TO LAP ® 80 GFM FAN TO EXTERIOR LON I NO I OMT I ON p'M OCCUPANCY. SUBSTITUTIONS SHOULD EDGE OF FOOTING. NEW W�oD FRAME GNST 1 1 . r_ n,2 NOT BE MADE WITHOUT WRITTEN HARD WIRED CARBON MONOXIDE D";,. _ 2717 D D (, NEW POURED CONCRETE DETECTOR Wr BATTERY BACK-UP TOWN OF SOUTHOLD ( ��'�� AUTHORIZATION BY THE ARCHITECT. FRAMING AND ROUGH CARPENTRY a MIN 12" A.F.F. AS PER SECT. 1225.2 I I.rj THE PREMISES SHALL BE KEPT JOISTS RAFTERS AND STUDS SHALL ® OST UNLESS OTHERWISE IRC, CODE SECTION: 55 BLOCK: 6 LOT(S): 59 I N 1 TODD � #�} # REASONABLY GLEAN AT ALL TIMES. BE CONSTRUCTION GRADE DOUGLAS NOTED DENOTES EGRESS WINDOW AT THE COMPLETION OF WORK, THE FIR-50UTH SELECT STRUCTURAL. ALL FEMA: ZONE X m ® HOLD 130WN AS NOTED � 1200 Veterans Memorial Highway CONTRACTOR SHALL REMOVE ALL WOOD SILLS AND WOOD IN CONTACT ZONE: R-40 REQUIRED PROPOSED O I I p Suite 120 WASTE MATERIALS, TOOLS, RUBBISH, WITH MASONRY SHALL BE AGO. ALL PROHOOD PO.' Hauppauge,NY31788 ETC., GLEAN OLA55 AND LEAVE WORK EXTERIOR 5HEATHINO SHALL BE 1/2 LOT AREA 40,000 SQ.FT. 12,500 SQ.FT. cV BROOM GLEAN UNLESS OTHERWISE GPX DOUGLAS FIR PLYWOOD. LOT WIDTH 150 FT. 100 FT. 4A ( ry P(631)650-6666 LSPECIFIED. THE CONTRACTOR SHALL SUB-FLOORS TO BE 5/4" GDX I 60.0 - 1 F(631)650-6667 CARRY WORKMAN'S COMPENSATION PLYWOOD EXTERIOR SHEATHING TO LOT DEPTH 1-15 FT. 125 FT. I I C(516)658-0325 AND GENERAL LIABILITY INSURANCE. BE COVERED WITH "TYVEK" HOUSE FRONT YARD 50 FT. 55.10 FT. ALL SHALL COMPLY WITH STATE AND WRAP OR APPROVED EQUAL. BLOCK I PROPOSED REAR YARD 50 FT. 58.25 FT. ( q' LOCAL CODES AND ORDINANCES. THE STUD WALLS AT 1/2 STORY HEIGHTS FOUNDATION ION ( �a;;.,a<<. m�:' . .. ds i :,: L UNSUPPORTED EDOE5 OF GUARANTEAND CONTRACT�H15 WORK: AND THE WORK PLYWOODR SHOULD FULLY' AT LPROVIDE 50LID BLOCKING SIDE YARD (MIN) IS FT. IS FT. OF HIS SUBCONTRACTORS FOR A AND DIAGONAL BRACINO OF FLOOR SIDE YARD (ACG) 35 FT. 40 FT. PERIOD OF ONE YEAR AFTER JOISTS AT 5' 0.0. MAXIMUM AND BUILDING HEIGHT 55 FT✓2� STR ±21.44 FT. 25.00' 14.0 � I ~ COMPLETION OF THE PROJECT UNLESS SOLID BLOCKING UNDER ALL I r OTHERWISE SPECIFIED. ALL WORK UNSUPPORTED EDGES OF PLYWOOD. LIVABLE FLOOR AREA 850 SQ.FT. 2,410 SQ.FT. SHALL BE PERFORMED IN ALL GAP PLATES TO BE DOUBLED ILOT COVERAGE 20 % Iq.28 % I ( a ACCORDANCE WITH GOOD BUILDING AND NAILED BOTTOM GAP PLATED TO PORTI PRACTICES. THE CONTRACTOR SHALL END OF STUDS. LAP GAP PLATES AT 1 n I ; INDEMNIFY AND HOLD HARMLESS THE CORNERS. WHERE FLUSH FRAMING W OWNER, ARCHITECT, AND THEIR OCCURS, USE MIN. I60A SHEET METALy,- AGENT5 AND EMPLOYEES FROM AND JOIST HANGERS BY "TECO" OR _ 24A AGAINST ALL CLAIMS, DAMAGELOT G O VE RA OS, APPROVED EQUAL. ALL CORNERS TO I LOSES AND EXPENSES, INCLUDING BE MINIMUM 3/2X4 STUDS. HEADERS O O I 1 � ..J ATTORNEYS FEES ARISING OUT OF OR SHALL BE MINIMUM 2/2X6 UNLESS LIN RESULTING FROM THE PERFORMANCE NOTED ON PLANS. MINIMUM SEARINGSQ. FOOTAGE Z I OF THE WORK PROVIDED THAT ANY FOR STUDS, JOISTS AND BEAMS SHALL o ( SUCH CLAIM, DAMAGE, LOBS OR BE 3 1/2". USE DOUBLE JACK STUDS LOT AREA 12,500 Sa.FT. I m I N EXPENSE (A) IS ATTRIBUTABLE TO FOR HEADERS OVER FIVE FEET IN I ( O BODILY INJURY, SICKNESS, DISEASE LENGTH. OR DEATH OR TO INJURY TO OR I 1 z v DESTRUCTION OF TANGIBLE PROPERTY ASPHALT ROOF SHINGLES DWELLING 2,225.2 L (OTHER THAN THE WORK ITSELF INSTALLED AS PER SECTION R�105.2 _ __�_ _ _ _ _ _ _ _ 42Q.26' - � _ INGLUDINO THE LOSS OR USE OF THE INTERNATIONAL RESIDENTIAL FRONT PORCH 144.8 Ul 523°51'00"E 100.00' z IS) RESULTING THERE FROM). (B) IS CODE ALL SLOPED ROOF 5HINOLF-5 REAR DECK 42,0 O } CAUSED IN WHOLE OR IN PART BY ANY SHALL BE GAF-GLASS-A ASPHALT v z NEGLIGENT ACT OR OMISSION OF THE ROOF SHINGLES OR APPROVED TOTA 2,410 SOFT. BAYSHORE ROAD CONTRACTOR, ANY SUBCONTRACTOR, EQUAL. 5HINOLES SHALL BE APPLIED ANYONE DIRECTLY OR INDIRECTLY OVER I5# ASPHALT FELT WITH PLOT LOT , LAN z u a)0 0 EMPLOYED BY ANY OF THEM, OR GAF-WEATHER-WATCH ICE AND WATER ° ANYONE FOR WHOSE ACTS ANY OF BARRIER APPLIES AT EAVES, LOT COVERAGE IQ.28 % SCALE: 1" = 20'-0" M ~ THEM MAY BE LIABLE REGARDLESS VALLEYS AND FLASHING. ROOFING OF WHETHER OR NOT IT IS CAUSED IN CONTRACTOR TO PROVIDE ALL o< ° ?- PART BY A PARTY INDEMNIFIED FLASHING NECESSARY FORA ~u z N HEREUNDER. ALL MATERIALS, WATERTIGHT, WEATHERPROOF JOB. �°Q za�o w p ASSEMBLIES, AND METHOD OF ROOFING 15 TO BE APPLIED IN STRICT z CONSTRUCTION INCLUDING BUT NOT ACCORDANCE WITH THE LIMITED TO FORM-WORK, MANUFACTURES SPECIFICATIONS. 3 F o m° Z p BLOCK-WORK, FRAMING, NAILING, CONTRACTOR SHALL SUPPLY COLORv ° a a o o FLAG I NO OF CONCRETE, ETC. ARE TO SAMPLES OF THE SHINGLES FOR q d ~Q r z o BE CAREFULLY SUPERVISED BY THE OWNER'S APPROVAL, PRIOR TO a CONTRACTOR TO BE SURE THEY ARE - a "► IN ACCORDANCE WITH THE DRAWINGS INSTALLATION. SPECIFICATIONS, APPLICABLE CODES PAINTING AND STAINING AND GOOD PRACTICE. DEVIATIONS THE FOLLOWINO IS INCLUDED FOR THE FROM THE DRAWINGS AND CONVENIENCE OF THE PAINTING MOM SPECIFICATIONS WILL NOT BE CONTRACTORS AND ONLY AS AN lu i3 PERMITTED WITHOUT WRITTEN INDICATION OF THE TYPES OF PAINTS N°° ° AUTHORIZATION OF THE ARCHITECT. REQUIRED FOR VARIOUS SURFACES. IT z in m a��o° Z THE CONTRACTOR SHALL BE IS THE INTENT OF THESE IBE FOR THE SHOP SPECIFICATIONS TO PROVIDE A Q z �w t" RESPONSIBLE ��-"�wQaz��w DRAWINGS WHICH MAY BE NEEDED. COMPLETE FINISH. ALL PAINTED ALL ALL DIMENSIONS AND CONDITIONS SURFACES MUST BE FULLY COVERED ARE TO BE FIELD VERIFIED. IN A UNIFORM MANNER TO BE CONTRACTOR TO REMOVE 4 ACCEPTABLE. RELOCATE AS REQUIRED ALL INTERIOR WOOD SURFACES-APPLY TO - 7m EXISTING WORK WHICH INTERFERES LIGHTLY 5ANDE17) SURFACES, WALLS, WITH NEW CONSTRUCTION. DOORS, FRAMES, TRIM, AND BASES, ONE GOAT WOOD FILLER OR STAIN SITE WORK AND TWO GOATS MCKLUSKY'5 STAKEOUT IS TO BE PERFORMED BY A F-005HELL FINISH NON-YELLOWING LICENSED SURVEYOR. STAKING AND POLYURETHANE. LAYOUT ARE TO ESTABLISH ALL LINES GYPSUM BOARD- MINIMUM ONE GOAT PRIMER AND TWO GOATS FLAT PAINT. Z AND BENCHMARKS. VERIFY ALL GIVEN w DATA ON DRAWINGS. IN CASE OF EXTERIOR WOOD SURFACES- TWO DISCREPANCY, RECEIVE COATS EXTERIOR GRADE STAIN. v CLARIFICATION FROM ARCHITECT EXTERIOR EXPOSED METAL MINIMUM tu PRIOR TO PROCEEDING. EXCAVATE ONE GOAT ZING CHROMATE AND TWO AND BACK FILL FOR WORK INDICATEDGOATS EXTERIOR ENAMEL. Y ALL MATERIAL SHALL BE OF BEST z W ON DRAWINGS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY QUALITY PITTSBURGH, PRATTLAMBERT, DUTCH BOY. CA50T5, AND BUILDING SITE. STOCKPILE ALL MCKLU5KYS, OR APPROVED EQUAL. 1 j } EXCAVATED MATERIAL. NEW AND EXISTING BACK FILL MATERIAL AND CONTRACTOR IS TO PROVIDE � O 'J TOPSOIL ARE TO BE FREE OF WEEDS, SAMPLES OF ALL PAINTS AND STAINS ZFOR ARCHITECT'S AND/OR OWNERS TREE ROOTS, ROCKS AND DEBRIS. O ALL SURPLUS MATERIAL THAT IS APPROVAL. UNSUITABLE FOR BACK FILL MATERIALN \ NOTE: IN SHALL BE REMOVED FROM THE SITE. FOUNDATIONS CHAPTER 4 DESIGN N N N p PROTECT ALL TREES WITHIN EIGHT BASED UPON PRESUMPTIVE LOAD FEET OF THE BUILDING. PROPER BEARING VALUES OF SANDY GRAVEL APPROVALS MUST BE: OBTAINED AND/OR GRAVEL AT 2000 LBS PER BEFORE COVERING ANY EXCAVATED SQUARE FOOT. CONTRACTOR TO WORK. CONSULT ENG I NEER IF DIFFERENT 501L MATERIALS ARE FOUND UPON CONCRETE EXCAVATION OR TEST HOLE, FOR NO CONCRETE OR MASONRY WORK ALTERNATIVE FOOTING AND SHALL BE DONE DURINO FOUNDATION WALL MESION TEMPERATURES OF 40 DEGREES F. Z AND FALLING. NO COINCRETE SHALL �- BE PLACED ON FROZEN SURFACES. NO THIS PROJECT COMPLIES WITH THE v ADDITIVES SHALL BE ALLOWED INTERNATIONAL RESIDENTIAL CODE, VERSION WITHOUT WRITTEN PERMISSION OF THE 2015 AND THE 201-1 UNIFORM CODE SUPPLEMENTARCHITECT ALL CONCRETE 15 TO BE AND 2016 SUPPLEMENT TO THE MIN. 3,500 P.S.I. A7 :25 DAYS $ 4,000 NEW YORK STATE ENERGY CONSERVATION PSI FOR GARAGE SLAB. PROVIDE ALL CONSTRUCTION GODS SLEEVES AND FOUNDATION VENTS A5 REaUIRED BY NYS CODE. UNLESS ((� INDICATED, ALL FOUNDATION GENERAL NOTES O t"I '' T FOOTINGS ARE TO BE: A MIN. 5" DEEP nn�/ PROJECTING 6" ON EACH 51DE OF THE I. NO GALV. NAILS OR CONNECTORS IN FOUNDATION WALL. FIZOVIDE TWO #4 AGO. LUMBER ARE PERMITTED. ALL Q 1� DEFORMED BARS CONTINUOUS IN THE CONNECTORS AND FASTENERS FOR A00 O FOOTING. ALL 4" THICK CONCRETE LUMBER MUST BE STAINLESS STEEL OR 7 SLABS TO HAVE 6X6 10/10 WELDED �`-- Z WIRE REINFORCING. ANCHOR BOLTS IN HOT DIPPED GALVANIZED G-185. �ILU CONCRETE SHALL BE HOOKED 5/8" X "`- LU 12" AT MAX. 5' 0.0. PROVIDE BITUMEN 2. ALL FRAMING SHALL COMPLY WITH n/ THE 2015 INTERNATIONAL RESIDENTIAL I V EXPANSION JOINTS BETWEEN SLABS GLI MAT 1 G AND O EOORAPH 1 G DES I O N GRI TER I A _ AND FOUNDATION wALLs. GODS TABLE 8501 .20) INTERNATIONAL RESIDENTIAL MODE O z z NOTES: 5. ALL EXTERIOR PORCH/DECK/ I. OBTAIN ALL PERMITS PRIOR TO STAIR FRAMING TO BE ACQ m WIND DESIGN SUBJECT TO DAMAGE FROM THE START OF WORK. LUMBER-U.O.N. GROUND SPEED TOPOG SPECIAL WIND SEISMIC L p SNOW (MPH) RAPHIG WIND BORN DESIGN WEATHERING FROS LINE TERMITE � WINTER ICE FLOOD AIR MEAN 0 NOTE: ALL NON-ENGINEERED LUMBER 4. ALL ANCHORS, STRAPPING AND LOAD EFFECTS REGION I DEBRIS CATEGORY a DEPT p DESIGN BARRIER HAZARDS FREEZING ANNUAL tu TO BE DOUGLAS FIR #2 OR BETTER CONNECTORS AND HARDWARE TO BE SIMPSON 5TRON0 TIE OR AN APPROVED m TEMP 0 REQUIRED h INDEX I TEMP J X MANUFACTURE AND TO BE INSTALLED AS BOF FT MOD TO FEMA w Q Z • 30 130wIt NO NO I MILE B - FROM SEVERE BFG HEAVY I5 YES FLOOD 1500 OR 55.4 V - z PER MANUFACTURE WRITTEN — — — INSTRUCTIONS- UNLESS OTHERWISE NOTED COAST MAP LESS U.J PANEL# cl) < o p p - ' OR APPROVED WIJIVALENT INSTALLED-N, < A C >f it p C,_ FLASHING / \ TODD O'CONNELL,AIA 1200Veterans Memorial Highway ASPHALT SHINGLES -"�/ \ Suite 120 TO BE SELECTED / / \ \ Hauppauge,NY 11788 OVER 15# BUILDING FELT / \ P(631)650-6666 F(631)650-6667 51DING TO MATCH PRE-FAB DC(516)658-0325 WELLING / \ 4x3 ALUMINUM GUTTER W/ 5x4— ALUMINUM x4 ALUMINUM LEADER TO BE / \ SELECTED BY OWNER 5`%r OTHERS d.. F I RST FLOOR_ GARAGE SLAB ELEV. ELEV. +11.5 m Hj EL. ±11.0 O z # EAST EL EVAT I O SCALE: 1/4" = 1'-0" 0 o z m Qw o U- u°� vwoo ��yyWWvHQ�zrp W ti1D F �JN �� V_ Qz�F1 2TVnz V wv m°� � o z, - p u)a d �nU oN �U� W, vo - i �d� w N~inOp�mU�Fp JUcj N Q* Q� ww 'o E3)0'0' E3)0'0' O T � m FIRST FLOOR _ Z ELEV. +13.0 w V (EL. ±11.0) (EL. ±10.5) j tu w Q w NEST ELEVATION SCALE: 1/4" = 1'-0" w f v 0 O N d N N ° \ Z LHQ \ \ \ \ Ov- \ O 5`%r OTHERSHE - Lu OL _F I RST FLOOR . -^ O v z ELEV. +15.0 ,1 J ° (EL. ±1 1.0) GARAGE SLAB ° ±O. ELEV. +I I.5 tu SOUTH EL EVATION z � Z3 (� 111 z • Lu 4 " SCALE: 1/4" z O 0 0 ° K _6-TOTM�R f; H7i i. 7 P C. DD 0 CONIULL d TODD `C0 'fit LL,AIA 1200 Veterans Memorial Highway Suite 120 Hauppauge,NY 11788 P(631)650-6666 F(631)650-6667 C(516)658-0325 E3� OTHERS �Ya , FIRST FLOOR_ ELEV. +13.0 lI1 GARAGE SLAB (EL. tll.0) ELEV. +11.5 N Z O NORTH ELEVATION SCALE: 1/4" = 1'-0" z N O }- v Z M wQ w o � J�111 P V_ Q F0 viz w v tu °Q�m OS _ F< jUIWU VNO OLU�YL F x o> 0 °o -��'0. v zda°N yo o ozPW3:Q OTHERS HERS KK 4" CONCRETE SLAB z UNEXCAVATED N/bx6 10'(0 W.W.M. Z_ OVER 6 MIL V.B. ON 4" _ F.F.FL.: EL. 13.0 x COMPACTED GRAVEL dJ 10" POURED GONG ON COMPACTED 501E FOUNDATION WALL Z GAR.F.FL.: EL. 11.5 8" POURED CONG Z W FOUNDATION WALL f CRAWL SPACEZ 2" P. GONG. RAT SLAB v ttl — PROVIDE EXPANSION 12x24 P. CONG. FOOTING O' _ JOINT AT WALL w KEYWAY;MIN.A56'BELOW m 12x24 P. GONG. FOOTING GRADE.(TYPICAL) W/(2) #4 REBAR W/2"x4" KEYWAY;MIN. 56" BELOW Q W &RADE. (TYPICAL) 2 0 51EGT I ON A-A Q � Z L SCALE: 1/4" = I'-O" vU z0 O is N � O c\v Q N N 0 47 FLASHING / / ZQ ASPHALT SHINGLES TO BE SELECTED / 0 OVER I5# BUILDING FELT 211X6" R.R. a 16" O.G. (O/ 2"X6" R.R. ® I6" O.G. D 4x3 ALUMINUM GUTTER W/ 3x4--- V/ Z ALUMINUM LEADER TO ER / O TH RS 0 � : SELECTED BY OWNER ` (2) 2"X8" ACG 2"X6" G.J. ® I6" O.G. 2"X5" AGQ LEDGER ` O LAG TO EXIST WITH " 41 J� n AND 6" LAG BOLTS I' O.G. < 1L RAIL TO CODE STAGGER TECO JOISTS TO OZ LEDGER WITH ZING COATED Z DECKING TO SELECT OR HOT DIPPED GALVANIZED nI lu 2"X6" ACO F.J. ® 16" O.G. F.F.FL.: EL. 15.0 1 I 1 O LU HURRICANE STRAP n (� Z t- G_ RAWL SPACE V m' K (2) 2"X8" AGQ 24 X24 XI2 P. GONG. m 2 P. GONG. RAT SLAB 10" GONG POURED OPROVIDE EXPANSION SPREAD FOOTING FOUNDATION WALL 0 JOINT AT WALL 12"0 SOLID�3 F0 LLED: �8 12x24 P. GONG. FOOTING 0 CONCRETE MIN. 6 L3 W/(2) #4 REBAR W/2"x4" W d I—BELOW GRADE (TYP) KEYWAY;MIN. 56" BELO6RADE. (TYPICAL) >s ZOIn Z EAST ELEVATION w kD Z LU SCALE: 1/4" = I'-O" m 4 O p 0 p S. Ko AJPP OV D AS NOTED p PLUMBER CERTIFICATION DATE: / B.P.# S ✓ ON SLEW CONTENT BEFORF FEE: l_ BY; CERTIFICATE OF OCCUPANc, NOTIFY BUILDING DEPART T AT SOLDER USED IN WATER 765-1802 8 AM TO 4 PM FOR THE SUPPLY SYSTEM CANNG FOLLOWING INSPECTIONS: EXCEED 2110 OF 1% 1. , 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING 8 PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST -,-PLUMBING BE COMPLETE FOR C.O. ALL-PLUM13ING WASTE ALL CONSTRUCTION SHALL MEET THE j`WATER LINES NEED REQUIREMENTS OF THE CODES OF NEW :[ ( ORE COVERING YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. 'DO NOT PROCEED,WITH' RAMING`UNTIL SURVEY t 0",FOdNDATION LOCATION :14A5-BEENrAPPROVED ,. COMPLY WITH ALL CODES OF NEW YORK STATE & TOWN CODES TRUSS PILACARDING REQUIRED AS REQU RED AND CONDITIONS OF SOUTHOLD TOWN ZBA ` ELECTRICAL. L IOqITRffSTEES INSPECTION REQUIRED Blower door and ductwork '�IV1�5� testing required. OCCUPANCY OR malh k,� USE IS UNLAWFUL � -� Must provide Manuals WITHOUT CERT IFICAT4 3� F OCCUPANCY yard , s�l&cE D_ J and S as per ® NYS Energy Code DRAINAGE INSPECTIONS ARE REQUIRED Contact TOS Engineering at 765-1560 before Al exterior lighting Backfill,OR Provide Engineer's Certification installed,replaced or that the drainage has been installed to Code. repaired shall conform to Chapter 172 of the Town Code PFS-TECO PFS Corporation d/b/a PFS TECO An Employee-Owned Company Michael Hatcher November 7,2019 Westchester Modular Homes,Inc. 30 Reagans Mill Road Wingdale,New York 12594 Re: Westchester Modular Homes,Inc.,Wingdale,NY NYSDOS Systems Approval No.M0659-2016-073 Submittal: 19190 Stern Residence at 3080 Bay Shore Road in Greenport,NY in Suffolk County Dear Mr. Hatcher, Enclosed please find one (1) electronic copy of the accepted documents for the above referenced manufacturer. PFS Corporation has completed a review only of the enclosed documents and found them to be within the approved systems documents on file with New York Department of State Codes Division and comply with the Uniform Fire Prevention and Building Code which incorporates the 2015 International ' Residential Code as modified by New York State, 2017 Uniform Code Supplement and 2014 National Electrical Code. The review provided by PFS Corporation is to verify compliance within the approved systems documents only. The Design Professional of Record is responsible for the accuracy and compliance of the attached plans. To the best of our knowledge, these plans have been found to be within compliance with the State of New York Rules and Regulations, Department of State, Title 19 (NYCRR), Chapter XXXII Division of Code Enforcement and Administration, Part 1209 Regulations and Fees for Factory Manufactured Buildings. This is a file copy for your records, review and approval. Should you have any question, please feel free to call this office at any time. Sincerely, I DigitallysignedhyMichelleFloyd Michelle M. Floyd Michelle Floyd DN cn=Michelle Floyd,o=PFS-TECO,ou, emaikchelleFloyd@pfstecocam,c=US Staff Plan Reviewer Date 201911 07083204-05'00 michelle.floyd@pfsteco.com Northeast Regional Office Enc: As stated above. Cc: PFS-File copy Donald Thomas, Jr., AIA (DOS) 570.784.8396 • 1115 Old Berwick Rd. • Bloomsburg,PA 17815 PFS-� T rCd TESTED WWW.PFSTECO.COM MARKS YOU CAN BUILD ON r DIVISION OF BUILDING STANDARDS AND CODES STATE OF NEW YORK DEPARTMENT OF STATE ONE COMMERCE PLAZA ANDREW M CUOMO GOVERNOR 99 WASHINGTON AVENUE ALBANY,NY 12231-0001 ROSSANA ROSADO TELEPHONE.(518)474-4073 SECRETARY OF STATE WWW DOS NY GOV April 2, 2019 Mr. Mike Hatcher Westchester Modular Homes, Inc 30 Reagans Mill Road Wingdale, NY 12594 RE: SYSTEM APPROVAL M0659-2016-073 Replaces previous System M0659-2010-118 Dear Mr Hatcher: In reference to your written application for approval received August 30, 2016 to construct Factory Manufactured Detached One-and-Two-Family Dwellings and Multiple Single-Family Dwellings (Townhouses)System of Models designated M0669-2016-073 is hereby approved to allow such construction in compliance with the NYS 2016 Uniform Code (2015 IRC &2017 UCS-NYS) This approval is authorized under Title 19 NYCRR Part 1209 and will remain in effect until April 2, 2021 unless sooner revoked, and is subject to renewal at that time.The conditions of this Systems Approval also include the following Construction Classification- Type VB Maximum Ground Snow Load: 80 PSF Seismic Design Category B, C, DO and D1 Townhouses shall be designed to Seismic C or DO (Per 2015 IRC Section R301.2(2) Basic Wind Speed 115 mph to <139 mph Vult Wind speed >140 mph will require engineered design Individual projects located in regions having a basic wind speed of 140 miles per hour or greater shall be submitted to the Division for review and approval Exposure Category- Exp D Climate Zone 4, 5, and 6 Additional Conditions- See the System Cover Sheet for Wind Design Methodologies used in, "Hurricane Prone Regions" and "Non-Hurricane Prone Regions " 1. The manufacturer will submit their Monthly Permit Report summarizing(listing)all permit sets with information about project location, dwelling type, production serial number, and approval number. 2. The Division will periodically request permit plan sets be submitted for individual review Any deficiencies that are found will be reported to the Manufacturer and corrective actions shall be immediately undertaken. Every sheet of each permit plan set submitted shall be signed and sealed by a licensed design professional registered to practice in New York State The design professional must also provide a statement on the cover sheet of the permit plan set that certifies the plans have been developed from the original systems set of plans and specifications Additionally,the certifying design professional shall not be in any way affiliated or associated with the manufacturer's third party quality assurance agency The following statement may be used to provide this certification, "The plans and specifications of this permit plan set are derived from and consistent with the systems set of plans and specifications approved and on file with the Department of State, which were approved on April 2, 2099 under Systems number M0659-2096-073." �IIEWYORK Department STATE OF OPPORTUNITY. ®f State Page 1 of 3 The approval identified above is limited to all construction that takes place in the factory. Site related work including installation and connection of the building and/or components, foundations, mechanical connections, stairs, decks, etc. is the responsibility of the Code Enforcement Official. The presence of the insignia of approval shall be presumptive evidence that the factory manufactured home or component complies with the provisions of the 2015 IRC and the NYS 2017 UCS If the code enforcement official believes that any factory manufactured component is in violation of one or more provisions of the above referenced code, he/she should contact the DOS for further review and/or determination 3 All trusses designed for use in Modular Buildings shall meet the requirements of the 2015 IRC and the NYS 2017 UCS and the design methodology associated with the ASCE 7-10 design standard Individual permit plan sets shall provide as a minimum the following information' Cover Sheet which provides information on- • The homeowner/project name, project address including Zip Code and County location • Structural design criteria listing applicable design loads such as ground snow load,seismic design category, wind speed, live loads, dead loads,flood hazard, etc • Applicable building codes and design specifications • Energy code information including method of compliance, the climate zone used for thermal design parameters, and a statement by a design professional certifying that the plans are in compliance with Chapter 11 Energy Efficiency of the 2015 International Residential Code and the 2016 Energy Conservation Construction Code Supplement of New York State • The Occupancy Classification, Type of Construction and square footage • Applicable general notes • Index of drawings • Manufacturer's title block • List of items NOT being provided by the modular manufacturer • Verify the intended foundation type and show height above grade, and if the AHJ has determined whether the home is three stories above grade and required to be equipped with an NFPA 13D Sprinkler System. • Additionally, you must verify the location of the building on the lot according to the 2015 IRC Section R302 "Fire-Resistant Construction" Identify the lines used to determine fire separation distance and provide protection complying with Table R302.1(1)"Exterior Walls"and Table R302 1(2)"Exterior Walls—Dwellings with Fire Sprinklers"and Table R302 6"Dwelling-Garage Separation". Foundation Plan (informational only) showing: • Identify all uniform and concentrated gravity loads in addition to all sliding, uplift, and overturning loads imposed on the foundation by this specific model, all of which need to be used by a design professional in developing the final foundation design • Anchor bolt location and spacing, specialty anchor locations and types • Stairwell location and framing enclosure if required to complete the conditioned space enclosure Floor Plans showing• • Location of the"insignia of approval" • Square footage area of rooms • Amounts of required/provided light and ventilation and emergency egress window locations • Location and amounts of wall bracing based on Table R602 10 1 and length requirements based on Table R602 10.5, including the requirements specified in Section R602 11 for Seismic Design Categories"DO and D1" • Location/type of fire rated wall assemblies • Header and beam sizes • Attic access locations • Locations of cathedral or vaulted ceilings • Applicable project specific notes Building Cross Sections showing • Identification of structural members and roof system • Materials used in roof and wall assemblies • Insulation locations and types, sizes and "R"values • Field completed insulation assemblies • Building integration details (module connections) Page 2 of 3 c • Location/type of horizontal fire separation and required fire blocking • Roof truss bracing and structural connections (uplift, lateral, etc.) • Attic ventilation Applicable project specific notes Building Elevations showing, • Floor to floor wall heights • Finished grade line with distance to 15'finished floor to show need for compliance with R313 5 for automatic sprinkler system. Show building mean roof height(MRH) • Siding materials • Window types, ventilation and egress area, U values • Statement concerning code required field completed items(stairs, landings, decks, handrails, lighting, etc) • Label emergency egress windows • Applicable project specific notes Electrical Plans showing • Smoke and carbon monoxide detector locations • GFCI outlet locations and arc fault protection provided • Junction box locations for field connections and miscellaneous future installations • Ventilation fan capacity and outlet locations • Electrical load calculations • Electric panel, Lighting and outlet locations • Applicable project specific notes Mechanical/Plumbing Plans showing • Drain,waste and venting layout including all pipe sizes (specific to permit set) • Potable water supply piping (specific to permit set) • Type and location of domestic hot water heating system • Type and location of HVAC equipment and duct sizing information • Heat loss calculations (if HVAC is provided by manufacturer) Miscellaneous Plans and Details showing, • Manufacturers truss drawings including special requirements addressed such as sliding, drifting or unbalanced snow load conditions • Completed "Notice of Utilization of Truss Type Construction"form (Title 19 NYCRR Part 1265) • Summary of references to system for selection of structural members • REScheck energy compliance reports (specific to permit set) • Window and Door Schedules providing manufacturers' information It should be noted that each page of drawings and calculations shall be signed, sealed, and dated by a New York State registered design professional This approval is subject to the condition that all construction is to be in conformance with the New York State 2016 Uniform Code (2015 IRC &2017 UCS-NYS). A copy of this letter shall accompany all plans and specifications submitted as part of a permit application to the local jurisdiction. Prior to shipment from the factory each manufactured home, model and component shall have securely attached thereto a NYS Insignia as stipulated in Part 1209 of Title 19 NYCRR, paragraph 1209 5 The Insignia of Approval Order form is available at* http//www dos.ny.gov/DCEA/pdf/insigniaofApprova]OrderFormDOS 1962 pdf Please Note: Use the new System Approval Number(at the top of this letter)when ordering Insignia Sincerely /II John R Addano, PE—Director Don Thomas Jr, AIA—Senior Architect Enclosures One (1) stamped set of plans (pdf) and calcs cc. Harold Raup and Renee Moist—PFS Corp Page 3 of 3 } J CREScheck Software Version 4.6.5 �J( Compliance Certificate Project tl/ Energy Code: 2015 IECC Location: �a 1`� Greenport, New York Construction Type: -'kSingle-family Project Type: New Construction c Conditioned Floor Area: 2,031 ft2 '�� Glazing Area 18% �,�� `• � *,�� Climate Zone: 4 (5572 HDD) Permit Date- Permit Number. Construction Site: Owner/Agent: Designer/Contractor: 3080 BAY SHORE ROAD ARNOLD STERN VINCENT L. GIORGIO GREENPORT, NY 11944 CEDAR KNOLLS WESTCHESTER MODULAR HOMES 900 MARCONI AVE 30 REAGANS MILL ROAD RONKONKOMA, NY 11779 WINGDALE, NY 12594 • • e o Compliance 8.5%Better Than Code Maximum UA 401 Your UA 367 Maximum SHGC* 0.40 Your SHGC 0.30 The%Better or worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home Envelope Assemblies Gross Are-a Cavity Cont. Assembly or U-Factor UA Ceiling 1• Raised or Energy Truss 1,472 38.0 0.0 0.025 37 Ceiling 2: Cathedral Ceiling 559 30.0 0.0 0.034 19 Wall 1: Wood Frame, 16"D.C. 2,072 21.0 0.0 0.057 93 Window 1:Wood Frame.Double Pane with Low-E 231 0.300 69 SHGC: 0.31 Door 1: Solid 22 0.210 5 Sldellte: Glass 18 0.200 4 SHGC: 0.09 Door 3: Solid 44 0.160 7 Door 4• Glass 21 0.300 6 SHGC. 0.24 Door 5: Glass 112 0.290 32 SHGC: 0.33 Floor 1: All-Wood Joist/Truss:Over Unconditioned Space 2,031 19.0 0.0 0.047 95 Project Title: Report date: 10/28/19 Data filename. M:\Check\19190.rck Page 1 of 10 4 Compliance Statement- The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.5 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Vincent L. Giorgio - Designer 10/28/19 Name-Title Signature Date Project Title: Report date: 10/28/19 Data filename. M.\Check\19190.rck Page 2 of 10 CREScheck Software Version 4.6.5 �(J Inspecti®n Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section-" Plans Verified " Field Verified # Pre-Inspection/Plan Review' Compli7Comments/Assunptions & Req.ID Value Value- , 103.1, Construction drawings and 00complies 103.2 documentation demonstrate ,,,. - ?❑Does Not [PR111 energy code compliance for the ❑Not Observable -9) building envelope.Thermal ] envelope represented on f. ❑Not Applicable construction documents. ' r ' 103.1, Construction drawings and ?❑Complies 103.2, documentation demonstrate X]Does Not 403.7 energy code compliance for " ' 4❑Not Observable [PR3]1 lighting and mechanical systems. Systems serving multiple `❑Not Applicable dwelling units must demonstrate 3. compliance with the IECC r Commercial Provisions. 302.1, ; 3Heating and coaling equipment is Heating. Heating: ❑Complies _403:7 1 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR.21z -= on loads calculated per ACCA Cooling: Cooling: Manual or other methods Btu/hr Btu/hr ❑Not Observable ,I approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 111 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 3 Low Impact(Tier3) Project Title: Report date: 10/28/19 Data filename: M.\Check\19190.rck Page 3 of10 z Section ' # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303'.2:1:,V j A protective covering is installed to '❑Complies [F011]z' protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable, grade. ❑Not Applicable I 403.9 (Snow-and ice-melting system controls;❑Complies [FO12]z installed. ;❑Does Not _ ;❑Not Observable, ❑Not Applicable Additional Comments/Assumptions: C 11 High Impact(Tier 1) 2 1 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 10/28/19 Data filename: M.\Check\19190.rck Page 4 of 10 r Section - -Plans V,erifi'ed Field Verified ' #. Framing%•13ough=l'n lnspection - s, ;Complies?3} Comments/Assumption`s, &^Req.ID, value' Value 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FRl]1 ❑Not Observable ❑Not Applicable 402.1.1, :Glazing U-factor(area-weighted U- U- :❑Complies See the Envelope Assemblies 402.3.1, average). ';[]Does Not table for values. 402.3.3, 402.5 ❑Not Observable [FR2]1 ❑Not Applicable 303.1.3 'U-factors of fenestration products 3❑Complies [FR4]1 are determined in accordance T V• "'f '' ❑Does Not with the NFRC test procedure or �,; taken from the default table. i, - `;_;;''' _y-' a u , - . ❑Not Observable ❑Not Applicable 402.4.1.1 'Air barrier and thermal barrier ;.;;"'` ';,-<� •. �: '.�'� =u�','•,t+❑Complies [ ] d per manufacturer's ,, ' •,:,'r.;,; ;k„ y` ❑ FR231 'installed 1=" Does Not instructions. v, �.�. _:fi,:A. '[_]Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built r =~`: ';;; ,:.'--_ x` ''❑Complies [FR20]1 is listed and labeled as meeting -. x`�,,•. �:- �.{:,a:i.�Y=�,,' '';i,�,'t-,.`„s:�•ti�❑Does Not AAMA/WDMA/CSA 10U.S.2/A440 1' 's:'"-;a .t,i4 ° '' `r "''z'^'•`', s�;"' or has infiltration rates per NFRC ':i,',r -�_ • ;";�; -� ”'"' ENot Observable 400 that do not exceed code *i °1❑Not Applicable limits. 402 4"5'• , IC-rated recessed lighting fixtures ❑Complies [FR- 2Y .i sealed at housing/interior finish - °_ ,, '; .'}❑Does Not " and labeled to indicate.52.0 cfm leakage at 75 Pa. ,,-. _ ":,,,,��'r, ,'�t` ,,'•°z`t�.'° `,�. , "'1�'`j❑Not Observable =,; ,,,,!,a❑Not Applicable 403.3.1 Supply and return ducts in attics r,`,?`- ; _ ❑Complies [FR12]1 insulated >= R-8 where duct is "' >= 3 inches in diameter and >_ ❑Does Not R-6 where< 3 inches. Supply and' r t hf. E y. -�❑Not Observable return ducts in other portions of �;,; � -,'=.�❑Not Applicable the building insulated >= R-6 for ~ ° diameter>=3 inches and R-4.2 _ - '? for< 3 inches in diameter. 403.3.5 Building cavities are not used as ; ❑Complies [FR1513 ducts or plenums, 'OD es Not ❑Not Observable `c';❑Not Applicable r 403:4-'r'': )HVAC piping conveying fluids R- R- ❑Complies above 105°F or chilled fluids UDoes Not "z: below 55 °F are insulated to>_R- r,x.F 3 ❑Not Observable ;❑Not Applicable 403.4.1 Protection of insulation on HVAC - '' .,:``''' r''❑Complies [FR24]1 piping. 3❑Does Not =.5❑Not Observable ❑Not Applicable 403:5:3" I Hot water pipes are insulated to R- R- '❑Complies ,[FRid8`2, _R-3. ❑Does Not ❑Not Observable � r sr l ❑Not Applicable :403:6= .Automatic or gravity dampers are `.`- ,; '"{`_, - -,;"_ '- UComplies [FR1;4jz', s installed on all outdoor air 4 t ❑Does Not intakes and exhausts. `'),'p"`>J ;�,,:•�' ��`,; �'' ,,z ,�_ "�i❑Not Observable a❑Not Applicable 1 High Impact(Tier 1) ;-2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date- 10/28/19, Data filename: M:\Check\19190.rck Page 5 of10 Additional Comments/Assumptions: 111 High Impact(Tier 1) 4 2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 10/28/19 Data filename: M:\Check\19190.rck Page 6 of10 l Section - #: Bnsulati6n Plans-Vewified F1e11&Verified'' " Ina ectioii �' '� 'Conime is A &Regl� J: e, �` -Valued Value. Complies, = n ! ssumptions' �3;0 :1r All installed insulation is labeledw'';'w;,��, ❑Complies tN3j, C z=h :)orthe installed R-valuesis`>❑Does Not provided. ❑Not Observable n �{��F a.5 g ; a ,.r., .;=fi,` ;�r,`x°�rF.,,xa;:" ro. ❑Not Applicable 402.1.1, 'Floor Insulation R-value. R- R- ❑Complies See the Envelope Assemblies EJ Wood 402.2.6 ❑ Wood j❑Does Not table for values [IN1)1 E] Steel ;❑ Steel ❑Not Observable ❑Not Applicable 303.2, 'Floor insulation installed per �_, ' � ,= P , :x<•''' p �_ fi. ~ =: ,n;:~, ` ❑Complies 402.2.7 manufacturer's instructions and � ti �'"' '`r'rt~ r "�" zr �•° . " ; >' �^";?,';;ks•"r: ,:%r�� ,v.� .?�'x"��x`t,y,. ❑Doe,Not [IN2)1 in substantial contact with the l:"•?�' � „w�r,�<i';,"_,�,w f, underside of the subfloor, or floor r;x �"r'�` _ � " ``='` -'' ' Not Observable framing cavity insulation is in El Not Applicable contact with t he top side of � ;" :.3,,,..•~ „,. `��-_.•. sheathing, ;-,� or continuous insulation is installed on the w''� ' 'a''.` underside o �,��; �n �h- �.f ,4.��°x�"°;', f floor framing and extends from the bottom to the top of all perimeter floor framingr ' members. 402.1.1, 'Wall insulation R-value. If this is a R- R- '❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1A of the ❑ Wood ❑ Wood ❑Does Not table for values 402.2.6 wall insulation on the wall [IN3)1 exterior, the exterior insulation ❑Mass EJ ❑Not Observable requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per s;" ` _:.�`;• _ .°.�x5 i. t"" s,❑Complies fir;. ❑ [IN4)1 manufacturer's instructions, •ya Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) '2,+ Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date: 10/28/19 Data filename: M:\Check\19190.rck Page 7 of 10 Section Plans Verified Meld Verified r, `i #, Panel Bnspection Provisions 'Complies? Comments/Assumptions -Iteq.ID Val Value 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies See the Envelope Assemblies 402.2.1, F1Wood F-1Wood ❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.6 ❑ [FIM Not Applicable , 303.1.1.1,'Ceiling insulation installed per ,ff.'s❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI211 Blown insulation marked every '❑Not Observable 300 ft2. 5t �'❑Not Applicable 402 23- . Vented attics with air permeable xi° { u <Y x❑Complies [F122]? insulation include baffle adjacent � - x ��, -"-;❑Does Not „oto soffit and eave vents that ' �• _" extends over insulation. `' r y❑Not Observable rlNot Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies [F1311 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies [FI1711 ach in Climate Zones 1-2, and ,❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ❑Not Applicable 403.3.4 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies [F1411 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies [F12711 determine air leakage with ft2 ❑Does Not either. Rough-in test-Total ❑Not Observable leakage measured with a ❑Not Applicable pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0 1 inch w g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated ;" ;❑Complies [F12411 by manufacturer at<=2%of ;❑Does Not design airflow, ❑Not Observable ❑Not Applicable 1403;1.1 ;Programmable thermostats : ;❑Complies [F191? I installed for control of primary ❑Does Not heating and cooling systems and - a❑Not Observable initially set by manufacturer to code specifications. ❑Not Applicable 403:1.2-„ '!Heat pump thermostat installed �, )❑Complies [FIlOj on heat pumps. ' ` s❑Does Not 'a❑Not Observable �;❑Not Applicable 403.5.1` Circulating service hot water . 5❑Complies [FI11]? •' systems have automatic or .; "'" ' '❑Does Not accessible manual controls. I '❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2_I Medium Impact(Tier 2) j 3 1 Low Impact(Tier 3) Project Title: Report date: 10/28/19 Data filename: M.\Check\19190.rck Page 8 of 10 J Section ^Plan`s Veiffied'�, ,<Fiefd-Verified= #, Final'fnspection Provisiueis 'Complies? Comments/Assumptions &-Req:1D, Value" - Value 403.6.i' ,jAll mechanical ventilation system i;,� ='" `�` 'u ?;;'i`=' ;-_�.. x'�=; ,;❑Complies [Fl2 I fans not part of tested and listed ., ,K ❑Does Not HVAC equipment meet efficacy 4 and air flow limits. ;` : a r` - ,,.•k' yq-'❑Not Observable - } '�','`"i ¢y;❑Not Applicable rt.�r, �,'•Fr� �.=.i�, ,403:'2" ,1 Hot water boilers supplying heat t., ;` =y: ,,"r=`= :;:,: ;' ;;❑Complies [F126]2 ,through one-or two-pipe heating is -Y;;❑Does Not :I systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor = ;:` "' :�❑Not Applicable ° � 'r temperature. 3 403.5:1.1'' Heated water circulation systems ❑Complies [FI2812,;{ i have a circulation pump.The ❑Does Not system return pipe is a dedicated ❑Not Observable = ` s return pipe or a cold water supply; `'�`' '' pipe.Gravity and thermos " `-f'' `' s - " - ❑Not Applicable syphon circulation system k-; s are not present. Controls for circulating hot water system !pumps start the pump with signal !for hot water demand within the =- j occupancy. Controls �, , ;•,' '', ``','','•`;;,:. a� i automatically turn off the pump when water is in circulation loop 4sj is at set-point temperature and no demand for hot water exists. 403:5.1,2- Electric heat trace systems ❑Complies [F,129]2 °: comply with IEEE 515.1 or UL 1 ��- ' `w; ❑Does Not $515.Controls automatically �F - 'j J adjust the energy input to the '-. ' ❑Not Observable heat tracing to maintain the i?-[]Not Applicable S: desir d�;�'• �� a water temperature in the piping• 403.5.2 Water distribution systems that ❑Complies [F13012 have recirculation pumps that t '= a❑Does Not _ pump water from a heated water F4„ 'supply pipe back to the heated f'• Y;❑Not Observable , water source through acold a: x _, 'V }; -, ❑Not Applicable water supply pipe have a ; demand recirculation water --system. Pumps have controls that manage operation of the ,`s Y �- pump and limit the temperature of the water entering the coldr- � rr.lwater piping to 104°F. a z 403:5:4'' i Drain water heat recovery units {';❑Complies [F13L12 '•-'Rested in accordance with CSA % - `l~- ❑Does Not B55.1. Potable water-side _+ "''. pressure loss of drain water heat t `-j❑Not Observable ' recovery units <3 psi for - ;: •,,' ,,❑Not Applicable A individual units connected to one '''" or two showers Potable water- side ater side pressure loss of drain water I heat recovery units< 2 psi for individual units connected to three or more showers. '+_ 404.1 75%of lamps in permanent ,,, ;❑Complies [FI611 fixtures or 75%of permanent - - 10Does Not fixtures have high efficacy lamps. "5) ,Does not apply to low-voltage lamps. -?,[]Not Observable lighting, �r° .::� � '� "'"y❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ;' ;+` '❑Complies [F12313 no continuous pilot light. ❑Does Not J _ -,3❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) ,'2•1 Medium Impact(Tier 2) 3 1 Law Impact(Tier 3) Project Title: Report date: 10/28/19 Data filename: M:\Check\19190.rck Page 9 of 10 section Plans Verified Field Verified #- Final Inspection Provisions TIComplies? Comments/Assumptions &Req.ID Value° Value , „4013 ;-11 Compliance certificate posted. xm` :{❑Complies [FI7j? # ,❑Does Not _ ;❑Not Observable ;, )❑Not Applicable 303.3, 'Manufacturer manuals for '-I❑Complies [FI1813 mechanical and water heating i ❑Does Not systems have been provided. ,`,; "�J❑Not Observable j❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) ,-2 1 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Report date" 10/28/19 Data filename" M:\Check\19190"rck Page 10 of10 2015 IECC Energy Efficiency Certificate InsuMione Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): 1e• Window 0.30 0.31 Door 0.29 0.33 0 • O t 0 0 0eft 'Efficiondy Heating System: Cooling System: Water Heater: Name: Date: Comments Job Truss Truss Type Qty Plv West Chester 212 86091 HM983407 HINGE MONO 1 1 9 HS 14 -15 Universal Forest,P�oducts Inc,Grand Rapids,.10525.Steve Minahan 8 030 a Oct 5 2016 MiTek Industries,Inc Tue Dec 20 08 20 09 2016 Page 1 of 1 Copyright 02016 Universal Forept Products,Inc.All Rights Reserved 1-4- 12-4-0 -1-15 O ' O 5 10 9 4 r r � r � O r W3 2x6 2x6= 3 0 2 SMH18D N `rI1- MTH18E 11 O 9 2x6 11 5x5= 8 7 1-4-0 7-5-84-10-8 13-8-0 Plate Offsets(X.Y)— 1 0-6-0.0-1-11, 2 0-2-7,0.0-5 7 0-0-11,0-1-21, 8 0-6-5,0-2-111, 9 0-4-8,0-1-01 SPACING-2-0-0 SPACING-:1-4-0 SPACING-.1-0-0 SPACING- 2-0-0 C51. DEFL. in (Ioc) Well Ud PLATES GRIP LOADING(psf) LOADING(psf) LOADING(psf) Plate Grip DOL 1 15 TC 094 Vert(LL) -0 36 8-9 >453 240 MT20 197/144 TCLL 381 TCLL 572 TCLL 762 Lumber DOL 1 15 BC 094 Vert(CT) -0 73 8-9 >223 180 MT18HS 197/144 (Ground Snow--55 0) (Ground Snow--82 5) (Ground Snow--110 0) Rep Stress Incr YES WB 082 Hcrz(CT) -0 01 7 n/a rile TCDL 100 TCDL 150 TCDL 200 Code IBC2015/TP12014 Matnx-R Weight 68 lb BCLL 00` BCLL 00 BCLL 00' FT=0`i BCDL 100 BCDL 150 BCDL 200 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2'Except* TOP CHORD Structural wood sheathing directly applied or 5-4-6 cc pudins Except [P] T3 2x4 SPF No 2 6-0-0 cc bracing 4-6 BOT CHORD 2x6 SPF No 2 BOT CHORD Rigid ceiling directly applied or 2-2-0 cc bracing WEBS 2x4 SPF Stud WEBS 1 Row at midpt 4-7 REACTIONS. (Ib/size) 1=912/03.8,7=669!0-3-8,6=0/Mechanical Max Harz 1=604(LC 9),6=-246(LC 14) Max Uplift/=-258(LC 9),7=592(1_C 9) Max Grav 1=1014(LC 14),7=793(LC 14) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-1601/284,2-3=-1063/151,3-4=-10111133,4-10=-630/130,5-10=-5841131,5-6=-314/148 BOT CHORD 1-9=-813/841,8-9=-813/841,7-8=440/492 WEBS 2-9=01828,2-8=-678/378,4-7=-820(733 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(Ilo)l Maximum Tension(Ib)/Maximum Shear(Ib)/Mawmum Moment(Ib-in) 4=8201`73310/0,5=4341140/16310 NOTES- 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111 mph @241n o c,TCDL=3 Opsf,BCDL=3 Opsf,(Alt 171 mph @16in o c,TCDL--4 5psf, BCDL=4 5psf),(AIL 180mph @121n o c,TCDL=6 Opsf,BCDL=6 Opsf),h=30ft,Cat II,Exp D,enclosed,MWFRS(envelope)gable end zone and C-C Extenor(2)zone,C-C for members and forces 8 MWFRS for reactions shown,Lumber DOL=1 60 plate gnp DOL=1 60 E-signed by Kevin Freeman 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=38 1 psf(roof snow),Category ll,Exp D,Partially Exp,Ct=1 1 3)Roof design snow load has been reduced to account for slope ` F NW r 4)Unbalanced snow loads have been considered for this design 0 5)All plates are MT20 plates unless otherwise indicated '� O 6)See HINGE PLATE DETAILS for plate placement Q' ` w, FR k, ,A 7)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 8)All additional member connections shall be provided by others for forces as indicated C� 9)This truss has been designed for a 10 0 psf bottom chord live load nonconcurrent with any other live loads 10)'This truss has been designed for a live load of 20 Opsf on the bottom chard in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members 11)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 258 Ib uplift at faint 1 and 592 Ib uplift at joint 7 r 12)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/TPI 1 13)Graphical pudin representation does not depict the size or the orientation of the pudin along the top and/or bottom chard 14)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSIfTPI 1 0 15)Take precaution to keep the chords in plane,any bending or twisting of the hinge plate must be repaired before the building is put into seance Q '� 16)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary supports All field-installed members must be property fastened pnor to applying any loading to the truss This design anticipates the final set position 17)Revision of HM983406,Increased wind SIO The professional engineenng seal indicates that a licensed professional has reviewed the design under the standards referenced within this document, 12!20/2016 not necessarily the current state building code The engineering seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee ® WARNING - Verify design parameters and READ(VOTES Universal Forest Products,Inc 2801 EAST M RD,NE Truss shall not be cut or modified without approval of the truss design engineer PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAAPIDSPIDS,.MI 49525 This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for IiPong methods and system design Builder responsibilities are defined under TPI1 This design is based only upon parameters shown,and is for an individual building component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of America and Truss Plate Institute Recommendation available from WTCA,6300 Enterpnse LN,Madison,WI 53719 J\suppor=tekSuppltemplateslufp tpe UNIVERSAL FOREST PRODUCTS, INC. Jab Truss Customer MFG 86091 HM983407 WEST CHESTER 212 The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code The engineering seal is not an approval to use a design in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee We1111118111 COIi °°````��OF• I/NEC �`OIS OF.41 ��i� �cH OF Mq pF NEW ly .�. .� KEVINW. ti� �4 y KEVIN W. N 9 FR MAN r✓, KEV N W. rn 3*• • _ * . FR MAN • ,� _ o I F MA s ,�i S•'•�;ENS�Q°Cryo °°°°, '` ••t 9•.r��+ � S, G'/STERF"G\C��C� S' NAL ONA 1E `�� i S�,e�..... �� ` S�ONAL EN �O E �t3NALE 111111111 0% ��/IPPPPsi/rrg ,11Q1111111/f//// ao,r�0NWEg4- KEVIN W. FREEMAN ` 4 ��°� or- VER s"1�'�. 4� REGI5 EU y jo .re4 °°��P'<<C;.IV..F%3Qe�4 t0 PROFESSIONAL p�; ' ec �. 2y?�KEVIN .SRF MAN 7445 "* N 8024 z: U-E .TERED s, •. ENS�L%J� AL ENGINEER p'ii�S�O1VP.� (CIVIL) Corporate Engineering 2801 East Beltline, NE Grand Rapids, MI 49525-9736 (616) 364-6161 Fax(616) 365-0060 ufpi.com i Job Truss Truss Type Ory' PN Westchester 212 99107 HME82301 HINGE MONO 1 1 Universal Forest Products Inc,Grand Rapids,MI 49525,Mike Patten 8 220 a Aug 13 2018 MiTek Industnes,Inc Wed Oct 30 13 42 58 2019 copyright@2019 Universal Forest Products,Inc.All Rights Reserved 0-11-12 6-10-4 4-11-12 0-d-8 4-6-12 5 6 2 00 12 SMH18D T2 4x5 LI 4 6-5 10 3 0 -0-2 0 = 10 J,I N o T1 W3 c 0 1 2 W1 d 0 N V p o B1 III O — 8X8= 9 8 7 1 5x3 11 3x5 11 SMH18K 6-10-4 2-7-4 0-11-12 11-10-0 Plate Offsets Y— 3 0-1-8.0-2-01, 4 G-1-4.0-0-01. 0-2-120-0-14 9 0-1-120-0.12 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in Qoc) I/deft L/d PLATES GRIP TCLL 38 1 Plate Gnp DOL 1 15 TC 057 Vert(LL) -0 16 8-9 >853 240 MT20 197/144 (Ground Snow--55 0) Lumber DOL 1 15 BC 0 84 Vert(CT) -0 24 8-9 >580 180 MT18HS 1971144 TCDL 100 Rep Stress Incr YES WB 050 Horz(CT) 0 02 7 n/a n/a BCLL 00' Code IBC2015/rP12014 Matnx-R Weight 51 Ib FT=0% BCDL 100 IBC2012/rP12007 LUMBER- BRACING- TOP CHORD 2x6 SPF No 2 TOP CHORD Structural wood sheathing directly applied or 4-7-14 oc purlins [P] BOT CHORD 2x6 SPF 165OF 1 5E BOT CHORD Rigid ceiling directly applied or 8-9-11 oc bracing WEBS 2x4 SPF Stud REACTIONS. (Ib/size) 2=78610-3-8 (min 0-1-8),7=682/Mechanical Max Harz 2=160(LC 9) Max Uplift2=-377(LC 7),7=-309(LC 9) Max Grav2=864(LC 14),7=814(LC 14) FORCES. (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=-25/0,2-10=-1848f749,3-10=-1769!759,3-4=-155/32,4-5=-50/3,5-6=-1510 BOT CHORD 2-9=-874/1729,8-9=-874/1729,7-8=-37149 WEBS 3-9=-187/642,5.7=-301/227,3-8=-19231958 REQUIRED FIELD JOINT CONNECTIONS -Maximum Compression(lb)/Maximum Tension(lb)/Maximum Shear(lb)/Maximum Moment(Ib-in) 5=301/227/0/0 NOTES. 1)Wind ASCE 7-10,Vult=140mph(3-second gust)Vasd=111 mph,TCDL=6 Opsf,SCOL--6 Opsf,h=30ft,Cal ll,Exp D,Enclosed,MWFRS(envelope)gable end zone and CC Extenor(2)zone,C-C for members and forces&M WFRS for reactions shown,Lumber DOL=1 60 plate grip DOL=1 60 2)TCLL ASCE 7-10,Pg=55 0 psf(ground snow),Ps=38 1 psf(roof snow),Category 11,Exp D,Partially Exp,Ct=1 10 3)Roof design snow load has been reduced to account for slope 4)Unbalanced snow loads have been considered for this design 5)This truss has been designed for greater of min roof live load of 20 0 psf or 2 00 times flat roof load of 38 1 psf on overhangs non-concurrent with other live loads 6)All plates are MT20 plates unless otherwise indicated 7)See HINGE PLATE DETAILS for plate placement 8)Provisions must be made to prevent lateral movement of hinged member(s)during transportation 9)All additional member connections shall be provided by others for forces as indicated 10)This truss has been designed for a 10 0 psf bottom chard live load nonconcurrent with any other live loads 11)'This truss has been designed for a live load of 20 Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bo chord and any other members 12)Provide mechanical connection(by others)of truss to bearing plate capable of vnthstanding 377 Ib uplift at joint 2 and 309 Ib uplift at)Dint 7QB6D �7 13)This truss is designed in accordance with the 2015 International Building Code section 2306 1 and referenced standard ANSI/rPI 1 d 0� 14)This truss is designed in accordance with the 2012 IBC Sec 2306 1 and referenced standard ANSI/TPI 1 V ROFESSIONAL ' 15)Take precaution to keep the chards in plane,any bending or twisting of the hinge plate must be repaired before the building is put into service 16)The field-installed members are an integral part of the truss design Retain a design professional to specify final field connections and temporary support, KEVIN EREJiMAN All field-installed members must be properly fastened prior to applying any loading to the truss This design anticipates the final set position I:N 'tilers�sueJ�D The professional engineenng seal indicates that a licensed professional engineer has designed the truss under the standards referenced within this document,not necessarily the current state building code The engineenng seal is not an approval to use in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee e�ee> ® WARNING -Verify design parameters and READ MOTES Universal Forest Products,Inc 2801 EAST BELTLINE RO,t E PHONE(616)-364-6161 FAX(616)-365-0060 GRAND RAPIDS,MI 49525 Truss shall not he cut or modified without approval of the truss design engineer This component has only been designed for the loads noted on this drawing Construction and lifting forces have not been considered The builder is responsible for lifting methods and system design Builder responsibilities are defined underTPl1 This design is based only upon parameters shown,and is for an individual budding component to be installed and loaded vertically Applicability of design parameters and proper incorporation of component is responsibility of building designer-not truss designer Bracing shown is for lateral support of Individual web members only Additional temporary bracing to insure stability during construction is the responsibility of the erector Additional permanent bracing of the overall structure is the responsibility of the building designer For general guidance regarding fabrication,quality control,storage,delivery,erection and bracing,consult SCSI 1-06 from the Wood Truss Council of Amenca and Truss Plate Institute Recommendation available from WTCA,6300 Enterprise LN,Madison,WI 53719 J lsupportlMilekSupp\templates\ufp 1pe 0 a). r Universal Forest Preduchr Job Truss MFG Customer 99107 HME82301 212 WEST CHESTER The professional engineering seal indicates that a licensed professional has reviewed the design under the standards referenced within this document,not necessarily the current state building code.The engineering seal is not an approval to use a design in a specific state The final determination on whether a truss design is acceptable under the locally adopted building code rest with the building official or designated appointee. `,�tt16I11lIflp��rJ CONj�"!kf �� of KEVIN KEVIN W. KE raw FR MAN $* = CID F lN 3� ! tv Paa. ar '' s`�� ....•� ®��.�` �� Jar=�� ONAL��'�`• '��aNAI�� 'i `��OIUAI `�� oNA� nruu�w4►+"t ttt4t111lIJ o� JJ OF NEF pF i�3E z yo ,t��t�ltlfllu m, F`� QRS Wfj�•; '� i �'�`P �,� F � 'Q KEVIN W. FREEMAN `�da��pF '�'r'L`�'y •� �C � 7`6� . 4 t— No. 7445 *: U o24 ME 2c � bv • � � n W �i\% A _ �� '�6 5510NAL ENGINEER [lilt Js r r 1 1 t t t tr, �FFSS14^% (CIVIL Corporate Engineering 2801 East Beltline,NE Grand Rapids, MI 49525-9736(616)364-6161 Fax(616)365-0060 ufpi.com NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION IN RESIDENTIAL STRUCTURES (In accordance with Title 19 NYCRR PART 1265) Local Authority having jurisdiction logo: TO:Name of Authority having jurisdiction: OWNER OF PROPERTY: Arnold Stern SUBJECT PROPERTY(ADDRESS AND TAX MAP NUMBER): 3080 Bay Shore road Greenport, NY 11944 PLEASE TAKE NOTICE THAT THE(CHECK ALL THAT APPLY): Q New Residential Structure ❑ Addition to Existing Residential Structure ❑ Rehabilitation to Existing Residential Structure TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT PROPERTY REFERENCE ABOVE WILL UTILIZE (check each applicable line): x❑ Truss Type Construction (TT) ❑ Pre-Engineered Wood Construction (PW) ❑ Timber Construction (TC) IN THE FOLLOWING LOCATION(S) (CHECK APPLICABLE LINE): ❑ Floor Framing, Including Girders and Beams(F) x❑ Roof Framing(R) ❑ Floor Framing and Roof Framing(FR) SIGNATURE: DATE: PRINT NAME: CAPACITY(Check One): ❑ Owner ❑ Owner's Representative WMH DRAWING LIST TOTAL AREA = Z031 SQ. FT. USE GROUP — DETACHED SINGLE PAGE # FAMILY DWELLING z CONST. TYPE = WOOD FRAME Q 1 ELEVATIONS UNPROTECTED z 2 FOUNDATION PLAN GROUND SNOW LOAD = 40 LB /SE F ; U o rL SEISMIC DESIGN CAT. = C � M 0 3A2313 FLOOR PLAN 0 z 3W. 1 BRACED WALL PLAN SOIL SITE CLASS = D 3W. 2 PORTAL WALL DETAILS WIND SPEED (vult) = 136 MPH EXPOSURE CATEGORY = D 4 CROSS SECTION 5A2513 PLUMBING PLAN FLOOD ZONE = NO � 6A2613ELECTRICALPLAN FLOOR LIVE LOAD = . 1st FL. = 40 LB/SFS yg- 8 STD . NOTES & DETAILS 2nd FL. 30 LB/SF Lli CLIMATE ZONE 4 ( 5572 HDD ) .� ;R. .. O DESIGNED TO THE FOLLOWING: NOTES: 00 w 1 . ALL ITEMS NOTED AS B/P REFER TO THE BUILDER AND/OR PURCHASER OF THE Q Q NYS UNIFORM CODE (WHICH INCORPORATES BY REFERENCE): HOME. o •2017 UNIFORM CODE SUPPLEMENT, PUBLICATION DATE JULY 2017 (2017 UCS), WHICH 2. B/P SHA?. L ,,BE RESPONSIBLE TO SUPPLY AND INSTALL ALL MATERIALS ON SITE IN C7� o -REPLACES THE 2016 UNIFORM CODE SUPPLEMENT (2016 UCS) ACCORDANCE WITH MANUFACTURE'S SPECIFICATIONS AND STATE AND LOCAL CODES Z Z • REFERENCES THE INTERNATIONAL CODE COUNCIL PUBLICATIONS (2015 IRC, 2015 IBC, INCLUDING BUT NOT LIMITED TO THE FOLLOWING ITEMS: ALL PORCHES, DECKS, 6 o o Y o 2015 IPC, 2015 IMC, 2015 IFGC, 2015 IFC, 2015 IPMC, AND 2015 IEBC), WITH STAIRS, RAILS AND GUARDS, ALL SUPPORTING STRUCTURE FROM THE BOTTOM OF Z) SPECIFIC CODE PRINTINGS, APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED THE MODULES TO GRADE AND BELOW, ALL SIDING AND CORNERS, ALL PLUMBING Of o IN THE 2017 UCS. PIPING BELOW THE 1ST FLOOR AND ABOVE PANELIZED GARAGE SHEATHING cn 0- cn NYS ENERGY CODE (WHICH INCORPORATES BY REFERENCE): (INCLUDING CLEANOUTS), HOT WATER HEATER, ALL ELECTRICAL SERVICE TO THE c� 00 • 2016 SUPPLEMENT TO THE NEW YORK STATE ENERGY CONSERVATION CONSTRUCTION PANEL BOX LOCATION, ALL EQUIPMENT REQUIRED FOR HEATING AND COOLING OF N CODE, PUBLICATION DATE AUGUST 2016, REVISED AUGUST 2016 (2016 ECS). ALL THE RESIDENCE NOT INSTALLED BY WMH. �-' �-- C Y N REFERENECES WITHIN THE 2016 ECS TO THE 2016 UCS, SHALL BE DEEMED TO BE 3. B/P SHALL BE RESPONSIBLE TO COMPLETE TO FOLLOWING ITEMS PARTIALLY DONE AMENDED TO BE A REFERENCE TO THE 2017 UCS. IN THE FACTORY: INSTALL ALL REMAINING ACCESSORIES, CONNECT PLUMBING VENT o o °�° • REFERENCES THE 2015 INTERNATIONAL ENERGY CONSERVATION CODE (2015 IECC), AS THROUGH ROGF, CONNECT PIPING TO HOT WATER HEATER, INSTALL GWB AT MATING 0 � O z Z PUBLISHED BY THE INTERNATIONAL CODE COUNCIL, WITH SPECIFIC CODE PRINTING, LINE, INSTALL ALL WIRING AND BREAKERS TO ELECTRIC PANEL BOX, AND LOCATE 00 of � �' &_ 00 APPENDICES, AND REFERENCED STANDARDS AS IDENTIFIED IN THE 2016 ECS. ROOF TRUSS TYPE SIGNAGE AT THE ELECTRIC METER (SUPPLIED BY WMH AND � w 0 Z V) x • ASHREA 90.1 -2013, PRINTING AS IDENTIFIED IN THE 2016 ECS. INSTALLED ON SITE BY B/P) CD w N } � • OTHER REFERENCED STANDARDS MENTIONED IN 19 NYCRR PART 1240. 4. ALL CUTTING, BORING, AND NOTCHING OF STRUCTURAL MEMBERS SHALL BE o o m 0 0 3 0 2014 NATIONAL ELECTRICAL CODE CD DONE IN ACCORDANCE WITH R502.7, R602.6, R802.7 OR AS APPROVED BY A ui Z w 0 w N v O o �_ o x o QUALIFIED DESIGN PROFESSIONAL. � a F M M n NOTE. Q 0-) 00 NOTES: UNAUTHORIZED ALTERATION OR ADDITION TO w � cs.� o Lo 1 . THE PLANS AND SPECIFICATIONS OF THIS PERMIT PLAN SET ARE DERIVED FROM AND THIS DRAWING ISA VIOLATION OF SECTION 7209, 0 O v) 00 CONSISTENT WITH THE SYSTEMS SET OF PLANS AND SPECIFICATIONS ON FILE WITH THE ARTICLE 145 OF THE NYS EDUCATION LAW. C�jl > o DEPARTMENT OF STATE, UNDER SYSTEMS NUMBER M0659-2016-073. PROJECT ADDRESS cn _i > ' Q z No2. ENERGY COMPLIANCE IS SHOWN THROUGH THE USE OF RESCHECK SOFTWARE AND IS IN 3080 BAY SHORE ROAD o o COMPLIANCE WITH CHAPTER 11 OR THE CODE. Oo v o ®® 3. BLOWER DOOR TESTING SHALL BE PERFORMED ON SITE BY A QUALIFIED HERS RATER IN GREENPORT, NY 11944 z z o Y O ACCORDANCE WITH N1102.4.1 .2.RATING COMPANY TO BE USED IS RESIDENTIAL ENERGY "SUFFOLK" COUNTYz Lli ®®rrr 1 Q � � Z V CONSERVATION, PO BOX 1013, SMITH TOWN, NY 11787. ANTHONY S. PISARRI , P.E. P. F. S. CORPORATION Q q 0 o z 4. WHOLE HOUSE VENTILATION SYSTEM TO BE DESIGNED, SUPPLIED, AND INSTALLED ON SITE 0v 0 0 BY B/P WITH A MINIMUM CONTINUOUS FLOW RATE OF PER TABLE M1507.3.3(1 ). WITH A DESIGN PROFESSIONAL 3RD PARTY INSPECTION AGENCY zmi MINIMUM CONTINUOUS FLOW RATE OF 60cfm. 3 ROSALIND DRIVE 1115 OLD BERWICK ROAD zJ a :2uj °' Q 5. THERE ARE NO LOT LINE SEPARATION REQUIREMENTS FOR THIS DWELLING AS LOCATED ON CORTLANDT MANOR, NY 10567 BLOOMSBURG, PA 17815 0f)f V'J r a0 THIS LOT. w oo lWlf o wN J w (914) 739-6580 (570) 784-8396 w w Q� Z oz �c� QZ 0) V' ;a o w QO a D o� v �� 0p; o� con NOTES: NOTE: 1. ALL EXTERIOR STAIRS, LANDINGS, RAILS, & VENT FLASHING SHALL BE GUARDS TO BE DESIGNED, SUPPLIED, AND INSTALLED INSTALLED AT VENT PIPE ON SITE BY B/P PER R311.7, 312.1, & R303.8 PENETRATION PER R3103.3 2. ALL STAIRWAY ILLUMINATION AT EXTERIOR DOORS TO BE PROVIDED BY WMH PER R303.8 - --- -- --- - --- --- - U -- - La - - - - _- Q — Itu 9 � — w U_ —N000l L __u_._L__tj----LLjj. N (if 00 CL ORCH BY i LLL LLJL du EE:� LLL Li 1,-7 a Ll Of LLU ? : Ld �'!' A L m } k F U 11 L_L� P,4 FRONT ELEVATION� ---� m tCALE: 1 /4"=1 '— m 0 _ Im H Ld N_ _ cr� O Z Z Z O - - O O U 0' PANELIZED --- - Q o w CRICKET BY WMH __ _ __ _ - w o Of > 12 9 El ®® u; i - � 1111 hillNDN o W) RETURNS BY B P I >" co 1 :.. ., ... o � 3 Lo ® FEN], REA ELE „ATION 00 Of F`'S ESS 111 14DECK BY B P SC 1 =1 —0 �� _ z O Z o x / / w V) F- 0 L z a 0 3 o m CL O O J Z C OU O W 6 '0O V) oQ o � — RIGHT ELEVATION PLUMBING VENT-\ -- _ _j STACK -- - N SCALE. 1 /8'$=11-0)1 — 00M 12 tjw I� c> 000 IT[ D -- < c/)w > � al —.--RETURNS a� =RETURNS BY B/P Q z M F— 21 0" ~® 00 :E zUo AN DECK BY B/P z Y [)!fz � � O ®® Ofw Q Y Id Q o In o :;7 if 11111 1 1!IT!i 11 Ii.IT ..'j IT I I I z m �zwUJo o o cn LEFT ELEVATION o N Of of ~ SCALE: 1 /8„=1 ,-0„ w w V) 0� �� _j Z C� a cn a o� o 30::� o� oT- V)Q 601-0$0 W=609#/LF 0 ----------------------------------------------------------------------------- z -- -------------- ------- ----- LLJ 0 --------------------------- --------------------------------------------------------------------- FOUNDATION WALL z 10/ 0 16, FOO F_ 0+ CRAWL SPACE 0 Ld (EXCAVATED) NOTE COLUMNS LOCATED FOR POINT LOADS ABOVE ARE DIMENSIONED; z ,7_ -6" OTHERWISE, MAXIMUM SPAN BETWEEN COLUMNS IS 8' 0 10'-0" r- -7—ZI 71-4" 2 90-6" 10'-10" W=700#/LF W=700#/LF W=700#/LF W=1,076#/LF 1pD 3, 2 04 (D (0 19,41 Sp=4Jl,llu# 0) L _j _0 cli Clj r------I r— --I r------1 I I I I I I I 1 00 01 P 3� 1- 0 0- 0 -1— 0- 0 -1- -1 .1 L J C4 F_----I F,-- -I LALLY COLUMN I 1 1 < P=2 822 �-�2, 202 0 1 COLUMN FOOTING L L--- IL S/L ui ro� r------------------ UP STAIRS DESIGNED & 0 0 Gd�\ CONSTRUCTED BY B/P L�0'/l 1 6 L- ----------------- r--------- L------------- -------------------- - z - ------ ------I C) I I . — . — . — , _t 1 6 - — - — - — - — - — - — - —-- 0 L 0 z F: L) tL__F 0 V) --- ---------------------- -----------------------\-�-�- - - ui ------ -- -- F-------------- e4 > < ui Li 71-6 pp ?'-ll 1/2"z 13'-6 1/2" V) a- LO C_> "14- 00 I 14'-0" 71-09* 159-019 24t-011 c- PO W=609#/LF 7r 7r W=609#/LF C4 C/) 0 t�o >- 00 < .4- Q> LO x 0 -�t GARAGE Of 00 Lu ;z (UNEXCAVATED) 00 af >_ 121- to 0 z 0 w V) < 0 C�' 0 m 0 0 1 0 0 0 6 Ld z 0 LLI 00 Ld 0 Of 0 0) 0 < N L cf) wl n 0 C)::: I FOUNDATION NOTES: = C14 1) THE FOUNDATION PLAN IS PROVIDED FOR FOUNDATION DESIGN PARAMETERS ONLY. cn 1�0 COMPLETE FOUNDATION ENGINEERING BASED ON SPECIFIC SITE CONDITIONS, APPLICABLE < 0-) 00 c- C LO LOCAL AND STATE CODES, TO BE REVIEWED AND APPROVED BY A REGISTERED ARCHITECT Ld cjo 0 "t OR ENGINEER IN THE STATE OF HOUSE DESIGNATION. < -+_ m 000 C/) w%' 2) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR DESIGN, CONSTRUCTION AND CODE Lij C) af > c) COMPLIANCE OF ALL FOUNDATION ELEMENTS INCLUDING (BUT NOT LIMITED TO) STRUCTURAL, 0 PLUMBING, ELECTRICAL, HEATING, ENERGY CONSERVATION AND FIRE SEPARATION. I U) < _04 LLJ __J < 3) LALLY COLUMN SHALL BE MINIMUM 3 1/2-0 STEEL PIPE WITH 8"x8" TOP PLATE. -i 0 0 D THICKNESS OF THE TOP PLATE SHALL BE DESIGNED BY PE/RA TO SUPPORT LOADS GIVEN. 0 C) 0 z 240-011 4) MINIMUM COLUMN FOOTING SIZE SHALL BE 2'-6" x 2'-6" x 10" DEEP. < Z 0 0 cy :�F 0 1 5) CONCRETE STRENGTH TO BE A MINIMUM 3000 PSI. 01- < ui L < 00z 6) FOUNDATION SILL SHALL BE PRESERVATIVE TREATED LUMBER (SUPPLIED AND INSTALLED Lij 0 0 C) 0) ry BY B/P PRIOR TO HOUSE DELIVERY AND SET). THERE SHALL BE NO PROTRUSION ABOVE m TOP OF SILL PLATE. ----------- 17 7j--- < wo 3,50 L 3, -0(5- 3,500#_ 3,500# L;j OF) 0# F- 6: 2n-j a- :2�J- cn :) ui_j >_ <0 .. 7) THE BUILDER/PURCHASER SHALL BE RESPONSIBLE FOR ENCLOSING THE BASEMENT STAIRS 91-909 90-91, 0 3' '-6 w AND INSULATING THE BASEMENT STAIR WALLS IN ACCORDANCE WITH ALL APPLICABLE w go Ld m: Oct Z C.) CNIJ ENERGY CODE REQUIREMENTS c -310 6'� 9P-3" r2'-01 LLJ Lj U cn 0 a Z 0 - cn L�;J� 0 Lj 0 :-�:Z Ld U') D M LZ C) D 0 V) 60'-0" 5'-3" 13'-5 1/2" 10'-6 1/2" 12'-2" 12'-10" DECK Y B P >_ (2)2x10 HEADER U 24 2T 2-1832 PS81611 24 2T 2-3046 Z w 3 -0�b GRAB BAR CW2442 1,411# 1,411# (EGRESS) (EGRESS) Q fU of N BLOCKING 1 1 I OO L 2 2 (1)2Xs (1)2Xg w Z 1 m maf o E GHT IN 1 I CAR DW PREP 812 (��O0 �� O m Z� o I SB36 SL DP no �V) V. o w 1 4'-U I IA m<l_ Q U a RTICAL GRAB of a0 cD �mz w 1 v BAR BLOCKING ___ I � �I m KITCHEN I DINING ROOM <mw BEDROOM 3 a- I 9'-0" x 12'-11 1/2' O �w > TI LE I I < 13'-9 1/2 x 13 -3 (0 TI LE 13'-l" x 13'-0 1/2" _ Z O 61 sf I I o -I 73sf 0 I I o KITCHEN NOTES: O 0 0o 10 -RAISE CAB'S 3/4" z o I IAT I m -ALL PLY CAB OPTION o w I x 0, a C S9 I w NI M v)aj -2 3/4" CLASSIC CROWN � D 00 a- O I 30I I MI m 4'-0" m0 m �- I m N PINNED RAFTER PD24 D24 (2)1 1/2" x 16" MICROLAM 3,523# QM1 D24 � (2)2x4 0 (2)O6 NIS i� I ��, r AT-N_P<D S�� p Q coN I I:o I n I N ---------------� Kk _ IOW I 25-1/2" x 54 I o TRAY TRUSS I� �=1 198# INS f-AL-6EQ I I N 587# Iv L------- (1�1 1I 2" x 11 1 4" MICROLAM-ROOF[EA� MOD ---- - _ _ _ _ (2)2x3 (2)2x3 i'1�9 1 4"MICRO-ROOF EA. MOD N 00 -. --�- —1 362484 1,198 1,761# 11,761 PANTRY ( )2x in N �ea " ► (2)2x61 1 (2)2x N N I I PINNED RAFTER N � r- V, 2 822# 2,822# I w d Q I I D26 (2)2x5 (2)1 1/2" x 16" MICROLAM (2)2x5 I o CD o dy ix D26 Q I I o = I 1 � ;:•; y co Aa 1 o _ A �F' rj I O I m B I I L o UP I o I I Q O o_ I I i� I I x l CIO O MSTR BDRM I LIVING ROOM m I , BEDROOM 2 1 13'-2" x 16'-10 1/4" 1 15'-6" x 13'-3" 0 ■ / " NI m CABRS 13 4~■ I o 10 -3 x 13 -0 1 2 Q Q cn cocn Lj !� o 0 L----------------- S100SS606 10 SL M1 01 p 0 1,411# 1,411# NI m " DN I Ij z (EGRESS) (EGRESS) 1,245# (1)2x6 (1)2x6 Li-FILLERS, B-LAB B-LABEL I 5 8" TYPE 'X' GWB N `� (1)2x5_ _ _ UX28 DX26 6 zo 2-3046 (1)9 1/4"MICRO-RO 1,245 PS81611 I BY B/P 7,0 4# z v o w (1)2x (2)2x10 HEADER 1 owPOR Q v 7'-0" 7'-0„ 8 -3 00 BY B P o� B/P TO FIRE RATE w w Xm �1 UNDERSIDE OF STAIRS 14'-0" 71-0" 151-01' r 24Q-0 U -'t00 -------------- 36'-0"10, co L:j CV �I >- 0 *ANDERSEN 400 SERIES WINDOWS W_/ GRILLES TOP SASH ONLY* PANELIZED GARAGE 0 U = zLo —ZIP EXTERIOR 8c OSB MATTING WALL SHEATHING C3 BY WMH wco I _ ALL FIRE SEPARATION BETWEEN GARAGE AND � z o Z O x HOUSE ABOVE TO BE DONE ON SITE BY B/P w N o, 0 BE COMPLIANT WITH CODE SECTION R302.6 ~ui V) Of ~ _ O p cv GARAGE WALL PANELS RE SHIPPED LOOSE TO _ O m 0 I T BE SET AND INSTALLED ON SITE � Ow O O W ® 'O -ILL INTERIOR FINISHES, ELECTRIC, AND SYSTEMS d- Q 0' o � O NOTE: L -JONNECTIONS ARE TO BE COMPLETED BY B/P N (n = Q �I O N ALL WINDOWS WITH A SILL HEIGHT LESS THAN 24" _ O -ALL CONSTRUCTION AND INSTALLATION OF -~ — N ABOVE FINISHED FLOOR AND WITH A EXT. HEIGHT OF I PANELIZED GARAGE IS TO BE INSPECTED AND Q 000 „ Q APPROVED ON SITE BY LOCAL CODE OFFICIAL I- GREATER THAN 6'-0" TO GRADE SHALL BE EQUIPPED # pp �'Lo WITH FALL PROTECTION SUPPLIED AND INSTALLED ON N 473# )2x6 (1)9 I/4"MICROLAM=2ND FL. _I (1)9 1/4"MICROLAM-2ND FL. (1)2x6 Q L� -V v 00 SITE BY B/P IN ACCORDANCE W/ R312.2 — __ _ _ o — ' — ' — '___ — cn ----- - --- - 7 z F------9 - � LLJ > N � � 9'x7'OHD i � 9x7 OHD 1-1171 I i IN I it > � o m *COMBINED i III I I Q VENTILATION 0LIGHT & SCHEDULE (SF) N, I1I J� _ Q II i 0 0 v ZU0 LIGHT VENT 1 :2 I �x� ®®F- ry— ROOM AREA , �I • Q o ®® REQUIRED SUPPLIED REQUIRED SUPPLIED 1 r� �� I I i' �� I LIVING ROOM 205 16.4 44.2 8.20 22.11 I ,�' \�� I N 4, 30 �' \�� I Q o 0 CD Z (2 w00 *DINING ROOM 182 14.6 44.2 7.28 22.11R.0.=9'-3" x MAX HT R.0.=9'-3" x MAX HT z m U 0-) o-, ff *KITCHEN 117 9.4 6.6 4.68 3.90 3,500# 3,500# 3,500# 3,500# 3,500# 3,500# Q LdL;j wo O 2'-0„ 9,-3„ 9-6' 9'-3" 2'-0" a ZJ MSTR BDRM 222 17.8 28.4 8.88 14.16 (n o N �w �� BEDROOM 2 134 10.7 20.6 5.36 11.46 LLJ o� o~ w� w , „ � w� � pz0 �J .. II 24 -0 W w aJ z O� �~ Q� cel BEDROOM 3 171 13.7 25.8 6.84 13.26 wa O oz w QCD U Q 07 mow 0 �m off; or-10 60'-0" U Z W Q Z O H W U) Z Q 00 D 14 Ld ,4 µp S ✓ CL , Iry I r----- I I I I I I I I I I r 7 I I I I I I 1 I L________--.� Q Q ------------ ---------------------- ----- 7 V I I 6 ----1 2 062# c04 Q�\ o(2)2x z z ----------------- o yF DN U V- w vo 36'-0" WALLw w SB36 ST I DY J Lo co 23'-0" 15'-0" I 0 cn I � � N z Ld z o *ANDERSEN 400 SERIES WINDOWS W/ GRILLES TOP SASH ONLY* : of � o Q � —J co O 3 -ZIP EXTERIOR & OSB MATTING WALL SHEATHING 11 It —17 0 �� °' U Z 000 0 r) 1 U I r7 00 � Lu SM I �L z o z o x ~ � _ > z N Q o ® O O x O > 0 m m 00N Lu -v O �I N oQ o � ® � � rn r- `. J _ --- N — 04cn ! M Q 2,062# (2)9 1 " 2.062# I- - �Lo (2)2x5 ICRd) H (2)2x5 W Lo FWH 161 v 0 00 ® -�— ao *RAISE 1/2"' I LIJ CD a I I ROOF & DE > O aD Ila I all BY WM � Q z M i- =1.� o o c 1= 2x10 JOIST W/ W J - N I U o U I 3/4-PL D BY I- J Z Q sI I� �I I� WMH /P IS 0 O O ®® LIGHT 8c VENTILATION SCHEDULE (SF) � ¢ - P RESPO ILEFOR Zc� o 0�\ �``' ��{�WEATHER PROTECTION p � I I I ° l I I AND ITCH OF FINISH z Y Q Z Il A 1 LIGHT VENT ;� °°I.� :--o �� OOF MATERIAL o 0_ O ®® ROOM AREA I jl !6 W QREQUIRED SUPPLIED REQUIRED SUPPLIED Q o p36"HT WALL 2 MICC_R__HDR_ 36 HT WALL STUDY 345 27.6 61.8 13.80 34.38 ---- -- - -- ---- z Lv m U m 0_ FULHTFUL HT PO_ T 3 11 P T Q �Z w bj O 0 o a z J a N11 ~ '-11 1/2" 11'-11 1/2" of 0 ..^ LLj 00 D 24'-0" W N � zoQdII I- z wQOU Q (n Z) 3Z) offo.- ao � Z L Design Parameters SIT uctu,e Typp 1-2 Family Detached # Stories 2 Sei srn ic Desig n Category 6 Wind Soeed(3 Second Gust) 136 Wirld EKDOSLIFIR D r----- I Stor�ps Above Grade 2 z Mean Roof Height 196 it Lii Eave to Ridge Help ------ - WALL - ----- I , it 22 it ------- WALL A Po&!Ceilinq Dead Load I-,psf < z 2'-0' GVVB on Intel io,of Walls, YES Qg-RqquiuQmen ts -2015 International Residential Code 0 Braced Wall Lines - Ranch, Cape, or Second Story P= Wall Bracina North/South Direction Wall Height: 8 ft 0 U Adjustment Factors: CS-WSP BRACING UNLESS NOTED w 12- WALLS 1 & 2 ARE PART ROOF DIAPHRAGM V) Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor z 09 1 16 07 Required Braced Required Braced Braced Wall,. Blocking Required 101111 Line Spicing Wall 00 Tabulated "falls('!) Adjusted Prm�ided(it) at Horizontal Seams wall_�1 24 5 81ft 5.81ft NO Passes :D�f I < Wn!l #2 1 24 1 58ft 5.81ft 141ft P40 Passes Wall Bracina East/West Direction Adjustment Factors: WALI BJS ROOF DIAPHRAGM Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor 0.9 1 1,6 0,7 Will Line Spacing Required Braced Required Braced Braced Walls Blocking Req,,jlred at ated Walls(ft) Adjusted Pfo�Aded(it) HoriZontal Searns Wall(it)Tabul, I N 0 J it ".]Passes 5 Slit— Passes < < 24 9AIft -J Braced Wall Lines - First Floor of a Two Story < -a- '40 IL '�;', 0< < Wall Bracing NorthlSouth Direction Wall Height: 8 it To Adjustment Factvrs� WALLS #2 & #3 CONTAIN CS-PORTALS,WALL #3 IS SINGLE STORY 0 r-0 Wall height Factor Walls Factor Exposure Factor Fave Ridge Factor 0 < ------------ 177 .1 r Required Bracmg Required Will BracAd Walls B!ockirg Required at 24'-0" Wat Line Spacing Wall(it)Tabulated &,acinq(ft)Adjusted Provided(it) Horizontal Searrs ROOF DIAPHRAGM Will ?1 24 10,61ft 169 It 19 5 it YES Passes Ld W,;!l P 2 6D 39 8 it 47 it YES Passes WALL B WN! #3 1 60 131", 20.7 It 211,5111 YES Passes WALL C Wall Bracing East[West Direction 60'-0" Adjustment Factors: WALL 0 IS SINGLE STORY, WALL B IS ENGINEERED PORTAL 4' 0' 10'-3 1/2" 114'-7 1/8- 6'-10 5/8 8'-4- Wall height Factor Walls Factor Exposure Factor Eave Ridge Factor 09 I'S 1,6 085 Re uired Bracing Requfred Wall Braced Walls Blockirg Req.ii�e --------- Spacing q d a! Wnd!Line I I VVall A 1 27,2 11 88 ft nglft YES 1passes Ld Ld Wall B 1 24 10.60 ft TT-I OOF PORTAL YES JPasses < < Wall C 1 27,2 10 16 It 10 21 it I 3f-)�51"t N 0 Passes < cr� . . . . . . . 0 SHEAR WALL DESIGN:2015 WFCM(ENGINEERED METHOD) SERIAL# 191901 NOTES z Lo 0 6 2 0 z I-- V) 0 Ld Z) 5; LOCATION Main House Floor, I 1st Floor < 0 LLJ 0� 0 Ld 0� 00 DESIGN CRITERIA V) 131 ' A it 1.1 Wind Speed(Vult) 136�rnph Roof pitch(an 12) 3 04 Exposure Catago4y D NLwnber of Stories Braced 2 C-.> CID 4M 41 — Exposure Facto, 1,6 Iwall Heiv(ft) 8 C Lr) �:4-J il� SHEAR WALL SPECIFICATIONS Wa'I Strength(plf) Plyl-sideFly2-side of C/) "04 0 7,116"WSP with 112"Gypsum[Per Table 3.17D] TEdge Nailing 436 NIA (D C'4 < klin,Segment Ratio(to 1) 35 4*Edge Nai4n 9 z 0 I*t) V) i >- 00 0 Min.Segment L.-ngth(1) 2,291 M 3"Edge Nailing 1160 0 < Ln U). -71 LO 0 (D "4. Load Parallel Load Perpendicular Of 0) 0 00 SEGMENTED(TYPE 1)SHEAR WALL DESIGN to ridge to d T- LLJ oo Building Elelation Left Right Front I Rear DO W z 0 Length of Wall-Lwall(1) 24 1 24 24 T`T-100F Z44Z Of M: z 0 X LJJ V) F 0 LO Eftctiw Length of Full Height S heathing-Lfh 111) 7,74-- 6� a LL- Unit Lateral Load for Roof(lbs)[Per Table 2�SB&A) 146.6667 CD Lij V) (if i�: z < 0 C> 4'-2 5/8"l, 6�- 5/8- 329 3:: M 0- 3"-9- L Unit Lateral Load for Floor(Its)LPer Table 2.5S&AI Total Shear Wall Load per Side(Ibs) 5709 0 0 Ld 0 Ld z L;j� 00 Lii WALL A Req(Jred Shear Wall Strength(pfD 741 :2 W 0 O!f OX 0 CY) (f) 0 < n 0 = I Provided ShearNall Strength(pit) 800 M V)l CD Wall Height Adjvstment[Per Footnote 2) 1�000 -J - - -4- = C4 - LU V) to < 0') 00 Holddown Capacity(Ibs)-Segmented Walls Ist Floor 5931 Cn 11-1% B/P TO FASTEN TYPE "X" c- C LO Perimeter Shear and Uplif�Between Holddown(0f) LLJ 0 .,* GYP BD THROUGH WSP INTO Perimter Shear Nailing on centes for 16d ffls-Toenailed 3 0 moo STUDS W/ MIN 2 X2" LONG, X" 0 No 8d nails in each end of 1114*steel straps @ 48"olc� C/) a)%-� < HEAD GYPSUM BD NAIL OR LIJ Q> ck: No 8d nails in each end of I 1/4'steel straps @ 32"o.c. ALL BRACED WALLS AND ROOF DIAPHRAGM 0 8d 3:. EQUIVALENT GYPSUM BD SCREW .1 > C�l WSP SHEATHING TO BE FASTENED TO 04 't < STUDS/JOISTS W/ 8D COMMONS AT 6" EDGE 04 V) V) NAILING AND 12" FIELD NAILING. BLOCKING AT LLJ -J < SEAMS PER BRACED WALL CHART ON THIS 0 0 PACE --------71 N-------- (-) 0 < PORTAL FRAMES PER CORRESPONDING DETAILS 0 < Ld < C) 0 10, Lij 0 0 0 0-) 0:� L-41 r IT T 3500# 3bUUAF T�3500# 6 3500# Lii C-5 K 3500gL-* 3500# 0 ;�-i -4--;r Z) U5 <b TT-10OF-PORTAL It 0 'M LL- C14 n 36'-0" 24'-0" U-1 3: Ir = 00 z CZ N L:j U-J V) 0 it 0 , �j ,,, _J LLJ UJ a- Cn�b �- < 0 V) z 0 z LLJ <CD C) < V) Li.1--r- 0 1111�0 WALL B Z) 25- (-) 13'-3 3/8" U SIMPSON CS20 STRAP 1 " 13'-9 1/2" Z 5 1 (1)2x6 TOP PLATE SIMPSON CS20 STRAP 3 2" (1)2x6 TOP PLATE 5 1 " Li W/(7)8d NAILS EACH W/(7)8d NAILS EACH Q END(10001b MIN) (3)2x12 x 13-0 3/8"HEADER :: END(10001b MIN) )2x12 x 13-6 1/2"HEADER ___ FASTEN SHEATHING TO I� FASTEN SHEATHING TO i ___R----�r----�--- --- LIILF II II II HEADER WITH 8d COMMON u1Lr HEADER WITH 8d COMMON i 11 11 11 A21 44 +1 HEADER FASTEN TOP PLATE TO A21 n II n OR GALVANIZED BOX NAILS IN nlrr OR GALVANIZED BOX NAILS IN i 11 11 11 I FASTEN TOP PLATE TO V 3"GRID PATTERN AS SHOWN I HEADER WITH TWO 11 11 II 3046 3046 it ROWS OF 16d SINKER 3"GRID PATTERN AS SHOWN i ii ii ii it HEADER WITH TWO W AND 3"O.C.IN ALL FRAMING o :* ----------------- AND 3"O.C.IN ALL FRAMINu o v -- __-- _____ __ _ ROWS OF 16d SINKER MEMBERS ao T ____------ it NAILS AT 3"O.C. _ = it - ----- n n n MEMBERS co ' , - ----- --ii____n__--_R-- ------ NAILS AT 3"O.C. Z f i BLOCK SPLICES IN I 0 ii ii ii it BLOCK SPLICES IN MIN 3/8"THICKNESS WOOD SHEATHING.SPLICES MIN 3/8"THICKNESS WOOD Z �� II II 0 i SHEATHING.SPLICES _ I _ STRUCTURAL PANEL _________________ MUST OCCUR WITHIN 24STRUCTURAL PANEL =__ ___"=====11=___ " _= I = , MUST OCCUR WITHIN 24" " SHEATHING it OF MID HEIGHT. SHEATHING I II 11 11 n n I OF MID HEIGHT. rr 11 ,�, r1 Ir � E Q I I II II , -------J 11---1 I I 11 juI �.. 54 3'-2" g 1'-9" 2'-0 3/4° 5'-11" 2'-0 3/4" CS PORTAL FRAME WALL - BEDROOM 2 CS PORTAL FRAME WALL - BEDROOM 3 SHEATH THIS SIDE SHEATH THIS SIDES gp, Y,3 of i�„ �� 13'-9 11211 SIMPSON CS20 STRAP 5 1/ " 5 1 ) ij W/(7)8d NAILS EACH (1)2x6 TOP PLATE :'a`f ,': END(10001b MIN) ----r (3)2x12 x 13-6 1/2 HEADER::: FASTEN SHEATHING TO i ui i HEADER WITH 8d COMMON i .I' OR GALVANIZED BOX NAILS IN ; 3-A21 i FASTEN TOP PLATE TO -'." h1i HEADER WITH TWO 3"GRID PATTERN AS SHOWN i i i ' AND 3"O.C.IN ALL FRAMING o �t ' ----- ---- I I ROWS OF 16d SINKER O ---- --- -------------- 1 ----- ---- ---- --- -------------- Ir NAILS AT 3"O.C. MEMBERS co I I , BLOCK SPLICES IN T I I i i SHEATHING.SPLICES MIN 3/8"THICKNESS WOOD cfl STRUCTURAL PANEL 1== _____ ____ ____ ___= 1 MUST OCCUR WITHIN 24" Q SHEATHING i n it OF MID HEIGHT. /`V��l o 0 1 , — V I 1 I 1 LL J -------- c --------- Z z Z 1'-7" 6'-61/4" 5'-81/4" z F- o ui CS PORTAL FRAME WALL - MSTR BDMA � g ui U SHEATH THIS SIDES N a V 00 rn _ Lo cn " to C I � � Q d O 3 L j o � U = � W 0) �. z w 00 Of mZ max 24'-0" � F N 1_ ® m w N } � . 51/ " 51 j OfQ4 cLL_ PAD OUT MIDDLE OF HEADER W/2x12 o m a O p (2)1 1/2"x 11 1/4"x 23'-EP MZ ,;w oo w ICROLAM HEADER z o w -v g 0 of to ol FASTEN SHEATHING TO --- - -- 0 < Fni J [ ml HEADER WITH 8d COMMON MIN 1000#HOLD-DOWN _ N FASTEN TOP PLATE TO OR GALVANIZED BOX NAILS IN CENTERED @ BOTTOM OF HEADER - Q Ln M HEADER WITH TWO INSTALLED ON BACKSIEE [— 07 N 00 3"GRID PATTERN AS SHOWN r W -� v Ln ROWS OF 16d SINKER= i AND 3"O.C.IN ALL FRAMING FASTEN KING STUD f0 rrl- 3�: NAILS AT 3"O.C.50 MEMBERS HEADER WITH [6]16d D V rn� SIMPSON CS20 STRAP SINKER NAILS (n W/(7)8d NAILS EACH BLOCK SPLICES IN LiJ >_ _� O END(10001b MIN) r' SHEATHING.SPLICES rl r Q z o FN MIN 3/8"THICKNESS WOOD MUST OCCUR WITHIN 24- No MIN 35001b TIE DOWN STRUCTURAL PANEL OF MID HEIGHT. J z Q DEVICE EMBEDDED INTO SHEATHING (1)5/8"PJ ANCHOR BOLTS ®® 0 � CONCRETE &NAILED INTO WITH 2"x2"x3/16"WASHER Q FRAMING-SIMPSON STHD14 2'_DI' 9'-3" 1'I6" g'-3" 2_pi z Y Q Z < Q ®® APA PORTAL FRAME WALL TT-100F w Q Q oO0 m cUrn � Q !tj Z w o I— o 0 0� ��, z� Li U U_j (n ��' UO WN J--"d- U) W LJ I F¢-m Z 00- cn f- Q U Z w QO UQ 24" GABLE END SEE PAGES 2, 3A, 313, 3W & 3 FOR OVERHANG DETAIL ADDITIONAL FASTENING REQUIREMENTS (2)16C STAPLES PLYWOOD 2'-0" 2dNIo LS 0 12"O.C.P FRAME & PLYWOOD Z CONT RIDGE VENT 18 in'/LF GABLE END WALL TO W (4)12d NAILS 012"O.C. SUPPORT TOP CHORD Q 1x6 FACIA CS20 STRAP W/ (2)12d NAILS ® EACH END 2x4 SUB FACIA Z 4(2)10d NAILS 16"O.C.(BY B/P) MMH8 STRAP 2x4 ON FLAT ® 16" O.C. 1x4 BAND (BY WMH) PRE ENGINEERED & CERTIFIED s ROOF TRUSS DESIGN 024"O.C. W SOFFIT BLOCK DETAIL CRICKET TO BE FRAMED TYP ROOF �E FRONT ROOF TRUSS Q, ACCORDINGLY TO ALLOW PROPER �30 YR SELF-SEALING FIBERGLASS SHINGLES wAC� WALL V) FLASHING BY B/P HEADROOM TO BE MAINTAINED '' OVER 15# ROOFING FELT Z WATERPROOFING & AT STAIRS TO STUDY i-' OVER 5/8" AGENCY RATED SHEATHING PITCH BY B/P BITUTHANE APPLIED CONTINUOUSLY TO EAVES FOR ICE SHIELD ICE & WATERSHIELD - WMH R12 RIGID FOAM INSULATION LU26 HANGER MMH8 STRAP 3/4" T&G DECKING-WMH AGENCY RATED SHTG. ® CLEAR SPANS Q TYP SUB-FLOORING 3/4" v2x6 SUB-FASCIA TYP INTERIOR WALL 0 ,1? [2] 2x4 SPF TOP PLATE �—ALUMINUM FASCIA 22x4 SPF 3 #3 6" O.C. STUD R19 FIBERGLASS INSULATION f o 1/2"SDWB BOTH SIDES VINYL SOFFIT 10.7 in'/ft' VENT TO COMPLY W/ENERGY CODE B/P TO FIRE RATE UNDERSIDE) O (INSTALLED BY B/P W/VAPOR OF STAIRS ON SITE 9" = o I!;TYP MARRI E WALL o BARRIER TO WARM SIDE) o w l ,2x3 [2] SPF 13 TOP PLATES 1 TYP EXTERIOR WALL ALL FIRE SEPARATION BETWEEN GARAGE AND = x ;ii 2x3 SSPFF 3 12" O.C.0st FLR) [2] 2x6 SPF #3 TOP PLATES HOUSE ABOVE TO BE DONE ON SITE BY B ;12x3 SPF 3 ® 16" O.C. 2nd FLR)) � m I I;1/2-AGEN Y RATED SHTG. MAT.SIDE 2x6 SPF #3 ® 16" OC STUDS BE COMPLIANT WITH CODE SECTION R302.6 oo M a � 111/2 GWB INTERIOR SIDE 2x6 SPF #2 SOLE PLATE 2x3 SPF „ 3 SOLE PLATE _ -» =I z z I # 1/2" GWB INTERIOR SIDE „fir ";;;' '•� 12d NAILS TOE-NAILED ® 6"O.C. SUPPORTS a .;; 20 R21 INSULATION WITH VAPOR BARRIER & STAIRS g 8 } 1" RIGID FOAM INSULATION 2x6 PT SILL PLATE Lz BY B/P o # / m (SUPPLIED & INSTALLED BY B/P) 9"\/ o= 2x10 SPF 2 ® 12" 16" OC FLR JST 1/2" AGENCY RATED SHEATHING EXTERIOR SIDE 11 R19 FIBERGLASS INSULATION-/\ NSULATION a WEATHER - PROTECTIVE BARRIER j m = J m SIDING ON SITE BY B/P 0o a TO COMPLY W/ENERGY CODE FOUNDATION WALL LALLY COLUMN (INSTALLED BY B/P W/VAPOR m BARRIER TO WARM SIDE) Ld - 9 FOUNDATION FOOTINGIF •; COLUMN FOOTING v "Nps r (2)12d NAILS ® 12-O.C. R38 INSULATION 2x6 PEAKS 016"O.C. PRE ENGINEERED & CERTIFIED MMH8 STRAP W/VAPOR BARRIER (2)12d NAILS ® 12-O.C. ROOF TRUSS DESIGN 2�4"O.C. 1s AIR BAFFLE BY WMH �.1 �I �I 0 LU26 HANGER o MMH8 STRAP COMPRESSION STRIP LU26 H NG LU26 HANGER! o e „ ® CL AR PANS 12 ® CLEAR SPANS !\ Z �` 2x10 RAFTERS ®16"O.C. o O Y c0 Z U Lv = Q 0 Ld U SEE TRUSS BLOCK DETAIL w (2)12d TOE-NAILED ® 16-O.C. cn D_ U rn 00 IC/) cD N N oM ROOF TRUSSES OR FLOOR CEILING O >- OQ ASSEMBLY ABOVE TOE-NAILED TOp TOP PLATES W/10d's ® s"o.C. SIMPSON CS20 STRAP W/ Q O 3� In [6] 8d NAILS EACH END O `t = BEAM IN MODULAR rn U Z WINDOW/DOOR NOTES: ASSEMBLY - SEE PLANS 00 1. ALL WINDOWS AND DOORS TO BE SIMPSON MMH8 STRAP BETWEEN [6] 16d's FACENAILED 2x6 SPF#2 PLATE - FASTENED TO BEAM Of 00 INSTALLED PER MANUFACTURE'S BEAM & HEADER (INSTALLED BY B/P) W/ [2] 12ds FACENAILED ® 16"O.C. Z O z o x INSTRUCTIONS FOR ANCHORAGE PER GWB FASTENING NOTE: 0_ _ — 'D p R609.7 - WALL & CLG GYPSUM FASTENED PER TOP PLATE SPLICE & R38 INSULATION F- (n p> COMPRESSION STRIP W/VAPOR BARRIER SIMPSON CS20 STRAP W/ �2 � F- H" c V- 2. MULLED UNITS TO BE INSTALLED TABLE R702.3.5 (UNLESS OTHERWISE 0 Lij � } -� '- USING (1) 2x4 SUPPORT MULLION PER NOTED B/P TO STRAP HEADER TO JACK STUDS [6] 8d NAILS EACH END It I2x6 COLLAR TIE ROOF PITCH MAY VARY �j p m 0- O O ANDERSEN COMBINATION DESIGNS FOR w/ 1-1/4"x 20ga STEEL STRAPS SEE ELEVATION DWG #1 O J Z W O 400/200 SERIES D/H WINDOWS AND FLAMESPREAD NOTES: w/ (5) 8d NAILS EA END MICROLAM BEAM 0 W O O Ld WILL SUPPORT A PRESSURE OF 1. WALL AND CEILING FINISHES SHALL LU26 D_ 0 LLJ 0' o ol 42/30psf HAVE A FLAME SPREAD INDEX OF NOT (4) 8d TOE-NAILED EA SIDE [502.3(1)] HANGER 2x10 SPF#2 CEILING Q (1) to U 3. ALL WINDOWS AND DOORS LABELED GREATER THAN 200, PER R302.9.1 FROM MANUFACTURER TO COMPLY 2. INSULATION MATERIALS SHALL HAVE A TYP. RAFTERS ® 24"O.C. -c = N (n M WITH R609.3 FLAME SPREAD INDEX OF NOT GREATER SHIPPED LOOSE HEADER -SEE PLANS 4. ALL WINDOW INSTALLATION AND THAN 25, PER R302.10.1 [?] SIMPSON CS20 STRAP i [6] 12d Q 0-) 00 FLASHING TO BE COMPLIANT PER (2) 2x6 SPF#2 W/ [6] 8d NAILS EACH END FACENAILE R609 JOIST/HDR NOTES: SHIP LOOSE HEADER JACK STUDS AS PART OF I LLJ TRUCTIONNS 5. WIND PRESSURE FOR WINDOWS/DOORS 1. ALL FLOOR JOISTS ARE 2x10 ® 16"O.C. MODULAR CO [3] 2x4 SPF#2 POST S/L AIR BAFFLE Q 0000 [PER TABLE R301.2(2)] SPF#2 PER TABLE R502.3.1(2) W/MAX WINDOW & DOOR HEADERS TYPICAL ( BY WMH .- 0 SPAN OF 15'-5". SEE PLANS FOR LOCATIONS AND SIZES [2] SIMPSON CS20 STRAP R30C INSULATION Q v ENERGY NOTE: 2. ALL WINDOW/DOOR HEADERS ARE W/ VAPOR BARRIER W - ALL INSULATION VALUES BASED ON [2] 2x10 SPF#2 PER TABLE R602.7(1), 2x8 SPF #2 W/ [6] 8d NAILS EACH END > Z M ATTACHED RESCHECK COMPLIANCE UNLESS OTHERWISE NOTED. RIDGE i (n REPORT ANGLE BRACKET EACH W J _ Q O FASTEN RAFTER TO RI SIDE OF RAFTER w// 1/2" 2x6 SPF #2 i DIAMETER BOLT THRU RAFTER U O 0 ®® PERIMETER BEAM DETAIL DGE RAFTER ®16"o.C. I (2) 4"x 3/8' BOLTS TO TOP PLATE O Z v �y W/(3) 16d TOE-NAILED LL [3] 2x6 SPF#2 POST IN WALL Y < Z ®® PERIMETER BEAM I [6] 16d FACENAILED FROM Q < O U (2 2x10 SPF#2 FASTEN RAFTER TO PLATE FASTEN RAFTER PLATE TO w Q Y PLATE TO DOUBLE JOISTS p 0 � Z /) EACH TRUSS TOP CHORD I [3 EACH SIDE OF POST] Q EACH MODULE W/(3) 16d TOE-NAILED W/(2) 16d FACE-NAILED Q m UCO 1/2"0 BOLT & NUT 2x8 RAFTER z & WASHER ® 32" O.C. PLATE Q w FLOORS, 48" CLG/ROOF z z w� Uj OO o STEEL PLATE & LAG CRICKET REVERSE GABLE PIN RAFTER (n 0 U I- ofw BOLTS BY B/P CROSS SECTION 0 o o o Z�o N II FASTENING DETAIL (AT INTERIOR WALL SIDE) W �J pir 0ti fluw LALLY COLUMN [i] V) I� Z oz w� QO o� o0 �� pp: po 60'-0t0 DECK BY B/P U Z W Q SHOWER I J L-- SHOWER Z DW O 1 1%2 VWC I „ KIT SINK 3�„ 1UB/SHOO F. ' 3 2DKITCHEN DINING ROOM 11/2V 11%2"v BEDROOM 3Ld SH�DR VI LAV L�V�� I BSMRAATNIC I 1 1/2"D Z 1 1/2"V I I 1 1 1/2 V — I I I f >-- LAVLAV 1 1/2"D I I B.SINK 1 1/2"D 1 1/2"V I I 1 1/2 �" 1 1/2"V Q I I A.A.V. I I I i ----------------, I I I I Ell I I W 3HER I _ 1 2V I I of 1 . I I - 01 ». I I 0 � I I MSTR BDRM LIVING ROOM � I , BEDROOM 2 ---------------- I I I 6 z J Iz z 6 0 � z v � w 3"V THRU I I I ROOF i Q o w 0 PORCH L _ _ BY B/P i V) a 14'-0" 7'-0" 1 '-0' 2401 0" J c, 00 THRU _-____ - -- -- N ROOF 36'-0f0 ( z I > SUPPLIES & DRAIN LINES FROM BATHS I CC N N ABOVE SHALL BE STUBBED DOWN L >- Cr-0)o TO MAIN > THROUGH SHEATHING ONLY. B/P IS Q 3 o Z VENT > RESPONSIBLE FOR CONNECTIONS BETWEEN PANELIZED GARAGE (> = z d 00 > N KIT SINK \ wC > FIXTURES & FOR DROPS THROUGH I DD � } �, K 3"D > GARAGE & INTO BASEMENT z o z Z v x v <3W "� DW LAV ------ � o m � �' O > 11/2"D SUPPLY DIAGRAM b o Wz 0wIN, � 1 1/2"D TUB SHO VIEW LAV 'A' - NTS 1 -L t J N (n o Q too � A.A.V. 1 1 2"D FL = FLOOR LINE cnl �_ SHOWER N D W U DIAGRAM B /NK TO 3"V ¢ _ / " Q y^ 1 1 2"D IN REAR 1/2" SHUT OFF VALVE ao V►� \ VIEW 'A' - NTS COLD I Ld c� v LAV, T D = DRAIN N ----- HOT 0 ® cn 0� 1 1/2 D V = VENT --------------- ---------------� w FV = FUTURE VENT > SP = STAND PIPE Q LAvDW = DISH WASHER I I I I -J _ 1 1/2"D I �� I I �� I � J Z Q WC = WATER CLOSET WASHER I I I I 00 ®® FC = FIELD CONNECTION BY B/P 2 D I �x� I I �x� I ZOO �- ----- DRAIN BY B/P B/P = BUILDER/PURCHASER N, I I I �� I z Y �� DRAIN BY WMH KIT O ®® VENT BY B/P SHOWER LAV WC DW SINK B.SINK TUB SHO TUB SHO LAV WC WASHER �i� \�� I I ice/ \�� I w Q y LL- VENT o pOZ ITP e VENT BY WMH PIPES ONLY I �� I I �� I � � W O O 1/2" I T T T T I I T T z m Urns TYP I I I I I I I I I Q Z ,;j O 0 o I I I I I I I I I a zJ a Q~ Z I I I I I I i I I FL w 0 II II II II II II II II II o z(z) 0 N w24 -0 w ¢_' zoa � � a oo Nm 60'-0" U z W C� Q O 1= w V) z Q CL 00 Q "' t CL ------------ r�r I I I I I I I I L----------a I I I 0 M y --------------------- I I I O N Z Z ----1------------------- ----1---- --------------------------------- i — — — — — Z 0 U U V) W Q Z) W 36'-0" w Of V) a_ STI DY SINK U 't 00 2"D cn /2"V `n to z — Nw cn I 3"V THRUo 1,0I -Li ROOF w rl_ E >- 00 o � o - ~ Z Lo SINK 1 0 °' U �'� z 000 > w 7 � L I 00 z 0z 2 1/ " w V CIOt N C� w > •- TYP - � 0 mn O0 -jHO FL I I OI N (n = Of 0 Ir a 21 D N Q CV p� 0000 W ® V cLo C) ® -,— d —J � opo I I ROOF & DEQ j} " 8--a- o a, I i /BY � Qz M ~ I ~ z 0O:f 0 Z I � ®®z � 0YYQz� � Quo LLI Q ow o 0z ---- ----- ------ ---- U rn 0-, AV z m Q ��ULjj W0 p 0-) o UJ ZJ >- �~ ~ 1 o of m ~ �w L� L;j LTJ c� _} ►_ 0� p N wl: a-1 24'-0" LLJ vwi � Z o z w a 0 aQ (n o� �� o� o� cU) 60'-0" DECK BY B/P wp s 8 08 W I 2 � 1 4 7 a 3 2 9 10 Q 80-110CFM _ FI o 2 6 F 6 O 1 �i 7 (�18 7 1 9 Z O I I EB B EB 0O 10 10 V 17 4 ' 7 K I T C EN 8 G 8 21 80-11 OCFM BEDROOM 3 21 1 6 1 1,3I 7 1 - F 9 ° Z 6 ONLY I I R H 2 9 /�►► }- 17 1 P 1 '5 EB 8 Ja 1 ° 7 Q 6 1 � 1 1 2 1 7 7 9 9 10 0- I 2 G 1 1-—III \N I 1 1 1 ------ 10 6 6 6 5 1 EB 1 0 1 3 I TO BSMNT SO 10SD 10 --- ----- ----� 1 I S/L 7 1 11 11 10 Al _ I I I l e BELL L--_--- - J 1 15 15 1 4 ---- J 10 00- 15 1 J 1 B EB1 11 11 ° 11 N ----- 13 8 S/L S/ 8 I %0 10 Tv bt 15 I 10 12 i I so 10 3 -6' 191 1 WP4 ^' I 1 2 I I 14 201 ?2 0 STAIR-- 1 15 1 1 14 � 1 12 IGB�PBY 1 O 1 MSTR BDRM 1 LIVING ROOM BEDROOM 2 13 I I 13 EB EB 12 12 cr�I �j 1 15 15 1 8 8 1 11 11 t� C) L-----------------1 1 14 14 B 1312 12� z 1 TO PORCH I z qp LIGHTS 6 o Y 13 - 130- 0PORCH 13 I13 1 cim ---�L- -J J > _ Q 0 D W U BY B/P 1 TO GARAGE 14'-0" 7'-0" 15-0" LIGHTS 24'7 0" J U rn 00 -------------- L 36'-0" I c/) c� � to PANELIZED GARAGE W � ~ = z 00 U00 NOTES: 2014 N . E . C . 1 � z 0 z -, X • ALL RECESSED LIGHTS TO BE LED DLR56 ALL OUTLETS TO BE TAMPER RESISTANT * UJ N } F-: .�,° •• (WET LOCATION RATED) * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * L- -J o z o m Z U O � o • ALL OUTLETS TO BE DECORA * ALL EXT. GFI RECEPTACLES TO BE UV RATED * I b I 1 Z O bi d I I N mi LEGEND ~ row � � rn LEGEND CIRCUIT DIRECTORY L- -J _ a� 1 _� = N cn �j10 0 PANEL BOX NO. AMP WIRE CIRCUIT CIRCUIT WIRE AMP NO. Q 0') � N rn 00 110V DUPLEX RECEPTICAL 1 4 8-4 RANGE KIT COUNT R AFI 12-2 20 2 1 ISI tl Il A U v 110V DUPLEX RECEPTICAL- SPLIT WIRED3 KIT COUNT,D R AFI 12-2 20 4 220V RECEPTICAL r (J) 0 00 5 20 12-2 REFRIGERATOR AFI GL-MSTR BDRM AFI 14-2 15 6 K] WALL LIGHT ---------------- ---------------�1 U-1 �J C:f 7 15 14-2 GL-KITCHEN AFI GL-L R,D R AFI 14-2 15 81 \� // > o CEILING LIGHT SURFACE MOUNTED \ / \ / /n z M O 9 15 14-2 GL-BDRM 3,BATH AFI GL-BDRM 3,SD CO AFI 14-2 15 10 V' RECESSED LIGHT AT CEILING 1 \ / I 1 I \ / I � Q i► SNATCH, SINGLE POLE 11 15 14-2 GL-BDRM 2 AFI GL-L R,LAUNDRY AFI 14-2 15 12 I \\ // I 1 \\ // I W J - 44' SWITCH, THREE WAY 13 15 14-2 GL-ENTRY L R AFI GL-MSTR BDRM,ENTR AFI 14-2 15 14 I \ / I I \ / I f— _I Z Q cam SWITCH, FOUR WAY ' I \ / I I \ / 1 O O � I--R 0 ®® 15 15 14-2 GL-MSTR BDRM AFI GL-STUDY[AFI] 14-2 15 16 \ / \ / � O FL FAN/uGHT FIXTURE �RANGE/HOOD FlXIURE 17 15 14-2 GL-STUDY AFI DISHWASHER AFI 12-2 20 18 I /x\ I I /x\ I z \11 Irf Z U V FANLIGHT&HEAT CEILING UNIT 19 20 12-2 WASHER AFI DRYER 10-4 3p 20 1 // \\ I I I // \\ I 0 ry Q ZO ®® ® SPECIAL PURPOSE CONNECTION 21 20 12-2 BATH GFI'S GFI � 0 22 1 /// \\\ 1 1 /// \\\ 1 w Q �— ® JUNCTION BOX 23 24 I / \ I I / \ I Q AC/DC SMOKE DETECTOR 25 26 1 / \\ I 1 / � O O 0 BELL ® DOOR BELL BUTTON 27 28 Tffr m Q TELEPHONE OUTLET 29 30 TELEVISION CABLE OUTLET 31 32 z J Q Ld O O CD THERMOSTAT 33 34 �'LL� 0_Li U 'w� ~ �p Z� ..^II 13? VACUUM SYSTEM OUTLET 35 36 24'-0" Li c� =r o O N Qo CEILING FAN do LIGHT 37 38Lii 1�1 w Q Z O a � Q FLOOD LIGHTS �/-� 0 CEILING FAN 39 40 cn w Q 0 O z LLI Q O O Q 60'-0" U Z W C� Q O 1= W V) Z Q la- co . ..._.. „. N f ' t -F Llij (L ------------ .. I r I I I I L O I I I I I I I I I F 7 I I I I I I ----------a r -----, TO S AIR 6 LIGHTS BY B/p t\ Z NO Z Y -----_------------------1----___—_—___ _---__ ___ _a _ _ — _ _ _ 0 F Q U w 16 T 17 a = 5 _ 36'-0" 1 w w v 16 o 16 10 I 17 TO 1 ST FLR do ST DY 17 100 7 J a) 17 BSMNT SD 17 I cV 3'-3" � I o N co 2 014 N . E . C . _ � I Q � �- � 0to3 * ALL OUTLETS TO BE TAMPER RESISTANT * 10o Lo tr � (, = Z 00 * ALL LIGHT FIXTURE BOXES TO BE HEAVY DUTY [50# MIN.] * ° 0 1 00 � * ALL EXT. GFI RECEPTACLES TO BE UV RATED w w (nZ M � 3'-3' 5'-6" 5' 6" 5'-6" 3'_3" _ Z o a o O O 17 17 17 17 p of wZ ow �-�,� �;j CD w v I N (n OQ ~ 0 � � � rn 16 r� 17 N -i M Q 1 17 W —jU v 't 0 } Too N 1sil 16 I ROOF & DE �dm j O a, 7WIVILd (f) � QZZ - J Z Q 04 I TO PORH I �- LIGHTS BY JB/P 1 O 0 0 0 ®® I I z Y Q Y Z ®® 1 I I 0 � 1 ry QTY Ld I I Q o 0W 00 0 ---- ----- ------ ---- m U o) � Q �jZ wo O o (n p �-„J r Of LLJ Q U I ISI LLI -i U' 0 C9 til w J wl �f 24'-0" W N �� Z oz w0 a0 Q� Q u (1�1 /A co o� �p o� o� 0� D_ ANDERSEN WINDOW SCHEDULE EXTERIOR DOOR SCHEDULE WINDOW SERIES STYLE GLASS SF VENT(SF) "U"VALUE SHGC ROUGH OPENING UNIT AREA(SF THERMATRU DOORS A21 400 AWNING 2.6 0.90 0.29 0.31 2'-0 5/8" x 2'-0 5/8" 4.0 DOOR TYPE SIZE CLASS(SF) VENT(SF) "U"VALUE MATERIAL REMARKS 1832 400 DOUBLE HUNG 3.3 2.03 0.30 0.31 V-10 1/8"x 3-4 7/8 6.14 DX302 (S606) HINGED 3 -O" x 6'-8" 2.18 20 0.21 FIBERGLASS 3 LITE / 2-PANEL 2432 400 DOUBLE HUNG 5.1 2.94 0.30 0.31 2'-6 1/8"x S-4 7/8" 8.40 S100SL SIDELIGHTS 1'-2" x 6'-8" 3.86 N/A 0.20 FIBERGLASS FULL GLASS O 3046 400/DOUBLE HUNG 10.3 5.73 0.30 0.31 S-2 1/8"x 4'-8 7/8" 5.70 SF DX30 B-LABEL HINGED 3'-0" x 6'-8" N A N/A 0.16 METAL FIRE RATED 90 MIN. ANDERSEN DOORS DOOR TYPE SIZE GLASS(SF) VENT(SF) "U"VALUE MATERIAL FWH31611 FRENCHWOOD HINGED PATIO 3'-1"x 6'-11" 11.45 16.72 0.30 WOOD VINYL PS81611 PERMA-SHIELD GLIDING 8'-1"x 6'-11" 44.20 22.11 0.30 WOOD VINYL O = THESE UNITS MEET OR EXCEED A CLEAR OPENABLE AREA OF 5.7 SQ. FT., WIDTH OF 20 & HEIGHT OF 24'. - ALL THERMATRU DOORS HAVE LEVERS W/ KEY SET UNLESS OTHERWISE NOTED ON PLANS. WINDOWS FOLLOWED BY 'T' IN FLOOR PLANS ARE TEMPERED - ALL GLASS IN DOORS TO BE TEMPERED FLOOR PLAN NOTES 1) THE BUILDER/PURCHASER IS NOTED AS B/P. 7) ALL AREAS TO BE FINISHED OR BUILT BY B/P ON SITE TO BE IN COMPLIANCE WITH ALL 2) SEE FLOOR PLANS FOR LABEL LOCATIONS, ABBREVIATIONS ARE AS FOLLOWS: APPLICABLE CODE REQUIREMENTS INCLUDING (BUT NOT LIMITED TO) GARAGE, ADDITIONS, Fs-Ll STATE LABELS Fia-cl INDUSTRIALIZED BUILDINGS COMMISSION PORCHES & FIRE SEPARATIONS. TO BE INSPECTED AND APPROVED BY LOCAL BUILDING IA THIRD PARTY INSPECTION AGENCY WARRANTY LABEL OFFICIALS DP DATA PLATE KTA CONNECTICUT LABEL/THIRD PARTY INSPECTION AGENCY 8) ALL INTERIOR AND EXTERIOR HANDRAILS OR GUARDRAILS ARE INSTALLED BY B/P HAVING SPINDLES SPACED 4" APART. HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR 3) MAXIMUM HEIGHT OF EGRESS WINDOW SILLS IS 3'-6" ABOVE FINISHED FLOOR. THE FULL LENGTH OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER OF THE 4) REFER TO ORDER SELECTION FORM FOR SPECIFIC APPLIANCES SUPPLIED WITH THIS HOUSE. FLIGHT TO A POINT DIRECTLY ABOVE THE LOWEST RISER OF THE FLIGHT. 5) BATH ROOM FANS ARE RATED AT 70 CFM UNLESS OTHERWISE NOTED ON PLANS. 9) ALL FACTORY INSTALLED/SUPPLIED FIREPLACES ARE TO BE COMPLETED ON SITE BY B/P, 6) ATTIC ACCESS(ES) ON CAPE MODELS ARE TO BE DONE ON SITE BY THE B/P. INCLUDING FLUE PIPES AND FIRE STOPS. NOTE: NO COMBUSTION AIR TO BE DRAWN FROM BEDROOMS. SUPPLY NOTES DWV NOTES 1) MATERIALS ARE TYPE A PEX. 1) MATERIALS ARE PVC SCHEDULE 40. 2) WATER SUPPLY SHALL BE SECURELY ATTACHED TO THE BUILDING AT NOT GREATER DISTANCES 2) DRAINAGE AND VENT PIPING SHALL BE SECURELY ATTACHED TO THE BUILDING AT NO GREATER BETWEEN SUPPORT INTERVALS THAN SPECIFIED: SUPPORT INTERVALS THAN SPECIFIED. HORIZONTAL PIPE ® 32" HORIZONTAL PIPE ® 4'-0" FOR 2"0 OR LARGER VERTICAL PIPE AT MID-STORY (10' MAX) HORIZONTAL PIPE Q 3'-0" FOR 1 1/2"0 OR SMALLER 3) WATER HEATER SHALL BE SUPPLIED AND INSTALLED BY B/P. VERTICAL PIPE © 4'-0" 4) ALL SUPPLY LINES ARE STUBBED THROUGH THE FIRST FLOOR. SUPPLY LINES BELOW FIRST 3) ALL DRAINAGE CONNECTIONS HORIZONTAL TO HORIZONTAL AND VERTICAL TO HORIZONTAL FLOOR SUPPLIED AND INSTALLED BY B/P. ARE LONG SWEEP OR DOUBLE 45' FITTINGS 5) ALL HOT WATER LINES IN UNHEATED SPACES SHALL BE INSULATED BY B/P. 4) HORIZONTAL VENT PIPE CONNECTIONS TO VERTICAL VENT BRANCH OR STACK SHALL OCCUR 6) ALL TUBS AND/OR SHOWERS SHALL BE SUPPLIED WITH ANTI-SCALD VALVES.] AT LEAST 6" ABOVE THE FLOOR RIM OF THE HIGHEST FIXTURE SERVED BY THE HORIZONTAL 7) ALL DEVICES INSTALLED WITH SELF CLOSING VALVES (I.E. WASHER, DISHWASHER) SHALL HAVE A VENT. WATER HAMMER ARRESTING DEVICE ON THE SUPPLY LINE SUPPLIED AND INSTALLED BY B/P 5) STAND PIPES SHALL EXTEND NOT LESS THAN 18 INCHES AND NOT GREATER THAN 42 INCHES ON SITE, IN ACCORDANCE WITH ALL STATE AND LOCAL APPLICABLE CODES. ABOVE THE TRAP WEIR. 8) ALL FIXTURE SUPPLY LINES 1/2"0 SHALL HAVE INDIVIDUAL SHUT OFF VALVES. ELECTRICAL NOTES 1) ELECTRICAL PANEL IS RATED 200 AMPS (UNLESS OTHERWISE NOTED) AND LOCATED PER PLAN. 9) WIRELESS DOOR BELL TO BE SHIPPED LOOSE (INCLUDES 2 BUTTONS) 2) NON-METALLIC SHEATHED CABLE IS TYPE NM-B. 10) ONE GFI CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P 3) WIRES ARE INSTALLED WITH INSULATED STAPLES. 11) WATER HEATER, FURNACE, BASEMENT GFI, BASEMENT LIGHTS, ETC. ARE THE SITE 4) ELECTRIC SERVICE SHALL BE GROUNDED BY B/P IN COMPLIANCE WITH NEC, STATE AND LOCAL RESPONSIBILITY OF THE B/P. CODES. 12) A CLOTHES WASHER CIRCUIT SHALL BE INSTALLED IN BASEMENT BY B/P IF WASHER LOCATION 5) ALL ELECTRICAL COMPONENTS SHALL BE LISTED AND/OR LABELED BY A NATIONALLY RECOGNIZED IS NOT INCORPORATED IN HOUSE. TESTING LAB AND SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER INSTRUCTIONS 13) RECEPTACLES SHALL NOT BE INSTALLED DIRECTLY OVER ELECTRIC BASEBOARD HEATERS. AND LOCATIONS/USE INSTRUCTIONS. 14) CIRCUIT BREAKERS FOR ELECTRIC BASEBOARD HEATERS ARE ONLY INSTALLED IN PANELS OF 6) ELECTRIC PANEL SHALL BE LOCATED AND MOUNTED IN BASEMENT BY B/P, UNLESS NOTED HOUSES WITH ELECTRIC BASEBOARD SYSTEMS. OTHERWISE. 15) SMOKE DETECTORS ARE INTERCONNECTED AND INSTALLED ON A LIGHTING CIRCUIT WITH NO 7) A SERVICE DISCONNECT SHALL BE INSTALLED AT A READILY ACCESSIBLE LOCATION NEAREST THE INTERVENING SWITCHES ON THAT CIRCUIT. POINT OF ENTRANCE OF THE SERVICE CONDUCTORS. 16) SMOKE DETECTORS SHALL HAVE A BATTERY BACK-UP POWER SOURCE. 8) TELEPHONE, AND TELEVISION CABLES TO BE RUN TO THE ELECTRIC PANEL LOCATION. UNLESS 17) BASEMENT SMOKE DETECTORS ARE SUPPLIED BY WMH AND INSTALLED BY B/P ON SITE. OTHERWISE REQUESTED/NOTED 18) ALL RECCESSED LIGHTS SHALL BE IC RATED AND ALSO RATED FOR WET LOCATIONS. FHW (FORCED HOT WATER) BASEBOARD HEATING NOTES EBB (ELECTRICAL BASEBOARD) TYPICAL B/P FOUNDATION DETAIL 1) BASEBOARD RATINGS ARE BASED ON 190-F WATER TEMPERATURE AT 1 GPM HEATING NOTES FLOW RATE WITH 65' ENTERING AIR. 2) FIRST FLOOR BASEBOARD UNITS ARE INSTALLED WITH HEATING PIPES 1) ELECTRIC BASEBOARD HEATING CIRCUITS ARE _ TOP OF FDTN WALL r 0 STUBBED THRU FLOOR. SECOND FLOOR HEATING PIPES BETWEEN BASEBOARD 20 AMP, 220 VOLTS WITH 12-2 NON-METALLIC w z UNITS ARE INSTALLED IN FLOOR AND/OR WALL PANELS. B/P IS SHEATHED CABLE TYPE NM-B. w 0_ � RESPONSIBLE FOR INTERCONNECTION BETWEEN MODULES AND FLOORS. 2 MAXIMUM WATTAGE PER CIRCUIT SHALL BE 2x6 SILL PLATE A 0_ o Lo o BALANCE OF HEATING SYSTEM IS TO BE DESIGNED, SUPPLIED AND 3750 WATTS 8 00 0 I Cn INSTALLED BY B/P. 3) BASEBOARDS ARE RATED AT 250 WATTS PER FDTN WALL U 3) ALL HEATING PIPES IN UNHEATED SPACES SHALL BE INSULATED BY B/P. LINEAR FOOT. LALLY COLUMN �_ 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. 4) MINIMUM THERMOSTAT RANGE IS 45' TO 757. COLUMN FTG 5) ACCESS PANELS ARE FOR THE B/P TO USE IN THE INTERCONNECTION OF 5) GENERAL LIGHTING RECEPTACLES SHALL NOT BE TOP OF BSMT LAB THE HEATING SYSTEM. THESE PANELS MAY BE PERMANENTLY ATTACHED AND LOCATED ABOVE ELECTRIC BASEBOARD HEATING FINISHED OVER BY B/P AFTER HEATING SYSTEM IS COMPLETED. UNITS. FDTN FTG USE GROUP: BUILDER: HOMEOWNER: SERIAL No. PE RA THIRD PARTY INSPECTION AGENCY DETACHED SINGLE CEDAR KNOLLS ARNOLD STERN 19190 FAMILY DWELLING CONST. TYPE: 900 MARCONI AVE SITE: PRODUCTION No. WOOD FRAME RONKONKOMA, NY 11779 3080 BAY SHORE ROAD UNPROTECTED GREENPORT, NY 11944 DESIGNER: REVISION DATE �' �� '� � '-`� V.GIORGIO STANDARD DATE: N4 TES { k , { ' R t ti4 =23/19 19 SCALE: SCHEDULES & DETAILS s� A PAGE: a Westchester Modular Homes Inc ,, r3r 30 Reagans Mill Road, Wingdale, New York, 12594 CHECK DATE 1 ®® Tel (914)832-9400 Fax (914)832-6698 : . .