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HomeMy WebLinkAbout46493-Z ' S"s L Town of Southold o� oG•, 12/22/2022 - a y� P.O.Box 1179 o ® 53095 Main Rd o + Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43 718 Date: 12/22/2022 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1000 Wells Rd.,Laurel SCTM#: 473889 Sec/Block/Lot: 126.-3-4 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 6/4/2021 pursuant to which Building Permit No. 46493 dated 6/25/2021 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: single family dwelling with unfinished basement, screened porch, covered porches and attached garage as applied for. The certificate is issued to Piscatelli,Michael&Heather of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL R-20-2091 9/22/2022 ELECTRICAL CERTIFICATE NO. 46493 12/1/2022 PLUMBERS CERTIFICATION DATED 12/16/2022 enigno Myyn A ho ed Signature TOWN OF SOUTHOLD �o��siiFFoc��o 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#: 46493 Date: 6/25/2021 Permission is hereby granted to: Piscatelli, Michael 360 Westwood Dr Mattituck, NY 11952 To: Construct new single family dwelling as applied for per SCHD approvals. At premises located at: 1000 Wells Rd., Laurel SCTM #473889 Sec/Block/Lot# 126.-3-4 Pursuant to application dated 6/4/2021 and approved by the Building Inspector. To expire on 12/2512022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,576.00 CO-NEW DWELLING $50.00 Total: $2,626.00 Building Inspector pf SOVry®l 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 sean.devlin[CDtown.southold.ny.us Southold,NY 11971-0959 C®U BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Michael Piscatelli Address: 1000 Wells Rd city:Laurel st: NY zip: 11948 Building Permit#: 46493 Section: 126 Block: 3 Lot: 4 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: DAK Electric License No: 5120ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service X Commerical Outdoor X 1 st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt $0 Ceiling Fixtures $ Bath Exhaust Fan 3 Service 3 ph Hot Water Gas GFCI Recpt 10 Wall Fixtures 14 Smoke Detectors 4 Main Panel 200A A/C Condenser 3 Single Recpt Recessed Fixtures 109 Heat Detectors 1 Sub Panel 100A A/C Blower 3 Range Recpt Gas Ceiling Fan 2 Combo Smoke/CO 4 Transformer UC Lights $' Dryer Recpt 30A 8'LED3 Time Clocks Disconnect Switches 71 4'LED 12 Exit Fixtures Pump Other Equipment: Oven, Fridge, Mini Fridge, Wine Fridge, DW, Hood, W/D, Garbage Disposal, Micro, Central Vac, 200A Panel 40 Circuit/ 37 Used, 100A Sub 20 Circuit/ 13 Used Notes: New Two Story House Inspector Signature: L DZ Date: December 1, 2022 S.Devlin-Cert Electrical Compliance Form so Twitm INN Awx-a Talcplwna(631)765-1802 54:575 Main Rmd Fust(631)765.9502 P,O.Box 1179 Southold.NY 11971,09159 HUn-DING DEPARTIMENIT Ili I� II \Vj TO" OF SOUTROLI) DEC 2 2. 2922 t3tjjLUjwG DEPT -MWMOV:8Ot)VOLD CERTIFICATION Date; Building Fermit No. Lf 1175 (FIL-ase print) Plumber- print) I certify that the solder used in the Nvater supply system contalw less fl=2/10 of I% lead. (Pit—imbers Signature) Sworn to before me thi's day of IIZMn� . 20 2-2- PATRICIA A. WALSH Notary Public,State of New Yc)rk. No. IMMIA5069067 QualifiEdill Suffolk County Notary Public, county Commission Expires Ile. 50UlyOto # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 , INSPECTION [ FOUNDATION 1ST [ ] ROUGH PL13G. ( ] FOUNDATION 2ND [ ] INSULATIOWC-AULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY ' [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: l f VVW av DATE - INSPECTOR . q12 �Fso �yo # # TOWN OF SOUTHOLD BUILDING DEPT. - co765-1802 INSPECTION [ ] F6UNDATION 1ST [ ] ROUGH PLBG. [ - FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ .; ] FIREPLACE & CHIMNEY [ ] FIRE SAFEWINSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) = [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/ REMARKS: w� Dov ov-v' DATE INSPECTOR I�4 # TOWN OF SOUTHOLD BUILDING DEPT. `y�nurrn '' 765-1802 .. .-INSPECTION . /] F UNDATION 1ST [. .] ROUGH PL13G. UNDATION 2ND [ ] INSULATION/CAULKINGAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] .FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION - [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O K'7 REMARKS: (� �2yq- r DATE /04, 3 0 INSPECTOR OF SOUIyo� lJ� 6 v000 # * TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 = INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH.PLBG. [ ] -FOUNDATION 2ND [= ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ``] FIRE RESISTANT,PENETRATION ELECTRICAL (ROUGH) [ ] CODE VIOLATION ] PRE C/O REMARKS: 4AYlogd[01- 0- DATE DATE ILi .INSPECTOR # # TOWN OF'SOUTHOLD BUILDING DEPT. 765-1802 INSPEC ON [ ] FOUNDATION 1ST [ RO GH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/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. -(/t r� V tivv DATE ti ��a` INSPECTOR' �o�� yon u I ��� "vu'QJIJ OF SO//l # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: )moke 14 A AMA L C cM, orv� J'�-e 1_J4- DATE S �'! ��/ INSPECTOR 1 F' t r' t 5��ry S^ �4 a ► 'tea et � •.w � 't N rt i # � f �, a �. •�, t -3 a-: .a �..�� She• R� �f i 1000 Wells Road j Laurel, NY 11948 f Builder: Mike Piscatelli THIS HOME IS CERTIFIED TO MEET THE NEWYORK i 2020 ENERGY CODE Building Features Ceiling Attic, R-30 Duct Supply R-8.0, Return R-8.0 c/) Above Grade Walls R-18 Duct Leakage to Outside Untested Forced Air -mo 7 c rl-,) TI. Foundation Walls N/A Total Duct Leakage 37 CFM @ 25Pa (Post-Construction) Co t = Framed Floor R-30 Heating Air Source Heat Pump• Electric- 11.5 HSPF; I r� I Slab N/A Cooling Air Source Heat Pump • Electric•21 SEER -1 D Infiltration 1277 CFM,k(2 80 ACH50) Water Heating Residential Water Heater- Natural Gas • 0.67— Energy Factor - Window U-Value: 0.31, S1=IS . .3 I I As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of 1 Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein Is consistent with the f building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspected/tested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. I Name: Michael Fauci Signature: _ v21Z-�16;1 Organization: Energy Testing Services Date: 5/9/22 at 3:02 PM 1 E Ekotrope RATER-Version 4.0.1.2908 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. - Energy Testing Services L� 2022 Combustion Safety Testing Form J C i SEP 2 8 2022 b ILUi Certified Home Address: 1000 Wells Road City: Laurel TO 6, Builder Name: Mike Piscatelli Builder Tracking# Combustion Appliance Zone (CAZ)# of Location of this CAZ: Basement (Use additional forms if more than one CAZ or if home has multiple heating systems or water heaters) Date of Test: 2022-05-06 Outdoors Temp During Test: 61 °F CAZ Depressurization (NOTE:Net Change=Test Pressure—Base Pressure) Base Pressure: N/A pa. CAZ Ambient CO: N/A PPM Test Pressure: N/A pa. Appliances/Fireplace Simulated for Test? Yes❑ No❑✓ Net Change: N/A pa. If Yes,Total CFM Simulated (explain in notes) NOTES: Heating System Primary: Yes 0 No❑ Type: Furnace ✓Q Boiler II Heat Pump Q Other❑ t z Venting Type 3 Drat S in 11aQe Sin flag CO co E tcien Fuel TVDe Circle Type) Pascal (Worst Case (Natural) (Worst Case (Natural) Rating:92.0 N❑✓ P❑O❑E[] NQ�OMp S._g NSA Pa. Pass❑✓ Fail❑_ Pass❑I Fail❑ N/A ppm NIA Ppm atel Heater Primary• Yes ✓❑ Type: Standard Tank ✓aIndirect Tankless ❑ Size: 50.0 Style Common Vent❑ No n Instantaneous OCommercial (See Not,5below) (Gallons) ° Stand Alone ✓❑ Efficiency Fuel Type s z Venting Type 3 Drat S rn'llage SOillaQe(Natural) CO CO (Circle Type) (Pascal) (Worse Case) (Worse Case) (Natural) EF: 0.67 NEI PQ O❑E❑ N❑M❑S Z✓ N/A Pa. Pass OFail❑ I PassEFai1L] N/A PPM N/A PPM Oven Oven is Electric or No Oven Exists ❑ Oven Range Hood Vented to Outside Yes❑✓ No❑ Oven CO 2 PPM Ambient CO(During Oven CO Testing)f o PPM 'Heating System Efficiency: Enter AFUE for furnace or boiler;HSPF for heat pump;COP if heat pump is geothermal 2 Fuel Type: N =Natural Gas P=Propane O=Oil E=Electric 3 Venting Type: N =Natural/Atmospheric V =Natural/Atmospheric PLUS Vent Damper M =Mechanically Assisted S =Sealed(Two Pipe) NOTE: If the Venting Type selected is M,no Draft test is required for that appliance. If the Venting Type selected is S,no Draft or Spillage tests are required for that appliance. A CO test IS REQUIRED for all appliances regardless of Venting Type,if the exhaust vent is accessible. 4 Water Heater Style: Commonly Vented with Heating System or Stand Alone(Independently Vented or Orphaned) s Water Heater Efficiency: If Water Heater Type is Indirect,no EF entry is required. If Water Heater Type is Tankless,enter efficiency of combustion source. NOTE: If Water Heater Type is"Commercial'and the unit is 99 gallons or less,enter a maximum-modeled EF of.54 If Water Heater Type is"Commercial'and the unit is 100 gallons or more,enter a maximum-modeled EF of.48 Rater Name: Michael Fauci Rater Number: 8619824 Rater Signature: ��� - Date: 2022-05-09 c Horne Energy Rating Certificate Rating Date: 2022-05-06 Final Report Registry ID: 978129023 Based on Plans Ekotrope ID: PdaPyWGL HERS' Index • Annual Savings Home: performanceYour home's HERS score is a relative 1000 Wells Road score.The lower the number, Laurel, NY 11948 the more energy efficient the home.To $ 3,306 Builder: 55learn more,visit www.hersindex.com *Relative to an average U.S.home Mike Piscatelli Your Home's Estimated Energy Use: This home meets or exceeds the Use[Mstul Annual Cost criteria of the following: Heating 41.5 $1,068 2016 New York ECCC Cooling 0.9 $50 2020 New York ECCC Hot Water 15.9 $17 2015 International Energy Conservation Code Lights/Appliances 19.5 $1,109 _ Service Charges $120 Generation (e.g.Solar) 0.0 $0 .�__- Total: 77.8 $2,365 ®T c/D HERS'Inden Home Feature Summar -n v� Rating Completed �y s M•ree•e.BY Home Type: Single family detached rl-) fZ" Ener Rater: Michael Fauci Co I Model: N/A gy Exisdnuo Community: N/ARESNETID: 8619824Homes 130 Conditioned Floor Area: 2,797 ft2 Rating Company: Energy Testing Services120 uo Number of Bedrooms: 4 1648 Locust Avenue Unit E,Bohemia,NY 11716Reference Prima Heating System: Air Source Heat Pum Electric•11.5 HSPF 631-2442627 ---—— Home 100 Primary g Y P• i i 90 Primary Cooling System: Air Source Heat Pump•Electric•21 SEER Rating Provider: Building Efficiency Resources - - eo Primary Water Heating: Residential Water Heater•Natural Gas•0.67 Energy PO Box 1769 Brevard,NC 28712 � Factor 800-399-9620 so House Tightness: 1277 CFM50(2.80 ACH50).so—* __' ao This Home Ventilation: 130 CFM•30 Watts 30 Duct Leakage to Outside: Untested Forced Air P to Above Grade Walls: R-18 22z--&� Zero Energy toCeiling: Attic,R-30 cl� Home u Window Type: U-Value:0.3 1,SHGC:0.3 Michael Fauci,Certified Energy Rater �„1 eViJ 1°"E"°`�' Foundation Walls: N/A Date:S/9/22 at 3:02 PM Framed Floor: R-30 Ekotrope RATER-Version.-4-0.12908 0 • • • 1000 Wells Road.Laurel NY RatingHERSO Index Score: Date: May 6,2022 Registry55 HERS •0 Annual Estimates: Rating Company: Electric(kWh): 11,339.4 EnergyTesting Services Natural Gas(Therms): 391.0 Rating Provider: CO2(Tons): 7 2 Building Efficiency Resources r Rating Provider Address: Approx.Energy Cost. $2,365 PO Box 1769 Brevard,�2 I � SEP 2 8 202 i , t Home Feature Summary: MomEw" Single family detached,4 TO bedrooms,2,797 ft2 ssa Exisdn r rao Heating:11.5 HSPF Homegs 130 Cooling:21 SEER 120 »n Hot Water:0.67 Energy Factor Reference . , 100 Hom90 o Air Leakage: ` so 1277 CFM50(2.80 ACH50) 70 Ventilation:130 CFM•30 W fiD =_ �, Duct LTO:Untested Forced Air This Home Above Grade Walls:R-18 30 20 Ceiling:Attic,R-30 Zero Energy 'D Window:U:031•SHGC:0.3 Home 0 Foundation Walls:N/A Lam,—"In Ekotfope RATER-Version: ekotrope 4.0.129W 1000 Wells Road Laurel NY Rating Date: May 6,2022 55 HERS Registry ID: •0 Annual Estimates: Rating Company: Electric(kWh): 11,339.4 EnergyTesting Services Natural Gas(Therms): 391.0 Rating Provider: Building Efficiency Resources CO2(Tons): 7.2 Rating Provider Address: Approx.Energy Cost: $2,365 PO Box 1769 Brevard,NC 28712 - Home Feature Summary: -,A- MomEnerpr Single family detached,4 � 3so bedrooms,2,797 ft' E omng 1&0 Heating:115 HSPF Hes iw Cooling:21 SEER 220 Ito Hot Water:0.67 Energy Factor Reference Home I ' 90° Air Leakage: so 1277 CFM50(2.80 ACH50) 70 Ventilation:130 CFM•30 W 60 Duct LTO:Untested Forced Air Lo ThlsHome Above Grade Walls:R-18 30 20 Ceiling:Attic,R-30 Zero Energy 2 0 Window:U:0.31•SHGC:0.3 Home ° IKi°e1� Foundation Walls:N/A o,ou conn •1••"RATER-Version: ekotrope 4.0.1.2908' Thomas LaGuardia f� 108 Colonial Drive East Patchogue, New York 11772 631767 6179 RE: Insulation Inspection January 13, 2022 1000 Wells Road Laurel, New York It is certified that an inspection of the INSULATION at the above referenced property took place on January 13,2022 and it was found to, meet or exceed compliance with the2020 Residential Code of New York State and the 2020 Energy Conservation Construction Code of New York State.. Thomas LaGuardia P.E. �� �I Il_n FF 11 O SEP 2 S 2022 � � .�. �'�, T � ;*���• --' ENGINEER �® TO'l,, i Thomas LaGuardia 108 Colonial Drive East Patchogue, New York 11772 631767 6179 RE: Rough Plumbing Inspection December 18, 2021 1000 Wells Road Laurel, New York It is certified that an inspection of the rough plumbing at the above referenced property took place on December 18,2021 and it was found to be in compliance with the2020 Residential Code of New York State. Thomas LaGuardia P.E. 'DIA" �. r J { � COAll o ► o i 01/1 ln �� l� llll '� LICE t SEP 2 8 2022 11 ►►..'.�. o� E' ILD14% FIELD INSPECTION REPORT DATE COM ENTS 14 FOUNDATION(IST) T ------------------------------------ FOUNDATION(2ND) t1i z w�/< <c1b ° +� w► < < -v ROUGH FRAMING& oot^- rte` l� PLUMBING _ H 9 4 • r INSULATION PER N.Y. STATE ENERGY CODE M4 flvlk- io�9 � pp � v 3 Mj FINAL, 1 ADDITIONAL COMMENTS ktA SK � ro H z d y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 A. Telephone (631)765-1802 Fax (631) 765-9502 https://www.southoldtomgmy.goy Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only T" PERMIT NO. 3 Building Inspector: JUN 4 2021 "IT Date: Name:mike pi§�qatelfl SCTM#1000-126-03.-04 Project Address:1-000 Wells road,, Laurel ny 11948 Phone#:631-872-7313 1 1 Email:MpjSga�telli optonline.net Mailing Address:360 Westview Drive, Mattituck NY 11952 k t Ir AN-60-In Name:Mike Piscatelli Mailing Address:360 Westview Drive , Mattituck NY 11952 Phone#:631-872-7313 Email:mpiscatelli@optonline.net kYNR§ ?54 11 1 d � 1 11111 111111 . ..... ?RN Name: Todd O'connell Architects Mailing Address:1 2oo Veterans Memorial Highway, Ste.120 Happauge NY 11788 Phone#:631-650-6666 Email:carips(a)_tocarchitects.com Name:Mike Piscatelli Mailing Address:360 Westview Drive, Mattituck NY 11952 Phone#:631-872-7313 Email:mpiscatelli@optonline.net �BNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $400,000.00 Will the lot be re-graded? E]Yes iR No Will excess fill be removed from premises? E]Yes iI V t a Existing use of property:vacant land Intended use of property residential house Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes BNo IF YES, PROVIDE A COPY. s Application Submitted By(print name):Michael Piscatelli ElAuthorizep Agent 91 owner Signature of Applicant: Date: & STATE OF NEW YORK) SS: COUNTY OF ) Michael Piscatel I i being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Contractor / Owner (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this rr (� . day of -C Jun c, ,20aL Notary Public MEGAN DIEHL Notary Public,State of New York PROPERTY OWNER AUTHORIZATION No.01 D16298853 Qualified in Suffolk County (Where the applicant is not the owner) Commission Expires March 17,200 I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 � ' � p '^• BUILDING DEPARTMENT- Electrical Inspector xr � �zy,: T0111IN:OF SOUTHO.LD Town Hall Annex - 54.37,5;Main.Road -PO,Box 1179 `• , _ _ Sobth:old;, New York 1197170959 Telephone-(631) 765 FAX (631) 765-9502 -1.802 rogerr(a�southoldtownny.gov — seand(a�southoldtownn gov APPLICATION FOkELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date_: E `2C� ' •'z Company Name: I' G - Name: - t. i License No.: �-�? email: Phone No: ( • 0• � �. 01 request an email copy of Certificate of Compliance Address.: vt ' JOB SITE. INFORMATION (All information 4Requyired) r Name: lK-e F Address: e Cross Street: Phone'No.: { Bldg.Permit #: email:'' `• 7 Tax Map District: 1000 Section: ' ,Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) 1alop Ne"LN L get 0Sf ' V Check All That Apply: Is job readyfor inspection?; OYES NO: ;.Rough In OFina`I �., Do you need a Temp Certificate?: S ONO Issued On R Zo - 21 Temp Information: (All information required) Service Size �1 Ph 03 Ph- Size:: 0 0 A # Meters Old Meter# New Service0 Service Reconnect Underground.❑Overhead ,# Underground Laterals K1 02 ; OH.Frame [—]Pole Work done on Service?-, DY ON Additional lnformatidn:- i 't PAYMENT DUE WITH APPLICATION Electrical Inspection Form 2020.xlsx PERMIT# 1Address: Switche it � I Outlets GFI's c Surface ^I `�- %� Zi Sconces H H's UC its 1� Q1� ��' e Prwatc�1 c 1 Z- V id Fans � I g HW Exhaust e V( ��� JI { ven W/D G �� Smokes ` 99 I� DW . Mini � 1. Carbon �` � Micro Generator' J\n C mbo Cooktop Transfer AC AH Hood I (� Service r ( � � (� � Amps Have Used Special: !��n S I `�' I t [�-- 2C� L 0 S, 1 � / � Co ments Ll l' ` nr,rs� :SS fAj 2 CCn r // t Hamlet Title Agency, Inc. 601 Portion Road, Suite 207 P- 631-654-5666 Lake Ronkonkoma, NY 11779 F- 631-654-8555 www.HamletTitle.com As Agent for First American Title Does hereby certify to: THE TOWN OF SOUTHOLD THAT it has caused a search to be made in the Office of the Clerk of the County of Suffolk, in the State of New York, against the premises described herein and premises adjacent thereto on all sides from 1954 to date ascertain the fee chain of title respecting said premises described herein; and the premises abutting since 1954 and has found only returns as set forth herein on the following pages as they bear on record title; and DOES certify that the "owners of the premises described herein have the same in single and separate ownership as defined by law during this period of time, except as otherwise shown herein." THIS (-ompany`:s liahility'is•limited to Twenty Five Thousand 1,$25,000.00 j-Dollars for negligence only. NO policy of insurance is to be issued hereunder. Title Number: HTA-6753-S Premises: 1000 Wells Road, Mattituck,New York District: 1000 Section: 126.00 Block: 03.00 Lot: 004.000 r r i Michaelapiazza, PiUsident Hamlet itle Agency, Inc. as Agent for First American Title Sworn to before me this 22 d day of June 2021 Notary Public KATHLEEN PATRICIA LENNON Notary.Public,state of New York No.01-LE6394194 Qualified in Suffolk County Commission Expires 07-01:23 Chain of Title for Subject Premises: 1000-126.00-03.00-004.000 Joyce R. Arnold Deed To Dated: 11/16/1953 Katherine Baylis-Tuthill Recorded: 1/17/1954 Liber: 3636 page 93 Premises and more Katherine Baylis-Tuthill Deed To Dated: 1/5/1968 Dominick Macri Recorded: 2/23/1968 Marie Macri Liber: 6306 Page 534 Marie A. Macri, surviving tenant Deed To Dated: 1/28/2019 Salvatore Macri as trustee of the Marie Macri Recorded: 1/29/2019 Irrevocable Trust Liber: 12998 Page 684 Salvatore Macri as trustee of the Marie Macri Deed Irrevocable Trust Dated: 5/10/2019 To Recorded: 6/7/2019 Salvatore Macri Liber: 13014 Page 634 Salvatore Macri Deed To Dated: 2/4/2021 Michael Piscatelli Recorded: 3/17/2021 Heather Piscatelli Liber: 13095 page 487 LAST DEED OF RECORD Michaela P' a President Hamlet Title`A ency, Inc. as Agent for First American Title Sworn to before me this 22nd day of June 2021 otary Public KATHLEEN PATRICIA LENNON Notary Public,State of New York No.01-LE6394194 Qualified in Suffolk County Commission Expires 07-01-_�p Chain of Title for Premises to the North: 1000-126.00-03.00-003.000 Joyce R. Arnold Deed To Dated: 11/16/1953 Katherine Baylis-Tuthill Recorded: 1/17/1954 Liber: 3636 page 93 Premises and more Katherine Baylis-Tuthill Deed To Dated: 2/9/1986 William Schonewald Recorded: 2/19/1968 Ruth Schonewald Liber: 6305 Page 521 Louis Ann Ireland, individually and as Deed Executor of the E/O Ruth Schonewald Dated: 8/16/2011 And William Schonewald, Janet Bishop Recorded: 8/28/2011 And Ruthann Budd, as heirs Liber: 12669 Page 413 To Adam Bishop LAST DEED OF RECORD 4 I . i Mic�aela Pi za, Presi Hamlet Tit ni Agency, Inc. as Agent for First Aican Title Sworn to before me this 22nd day of June 2021 Notary Public KATHLEEN PATRICIAENNON Notary Public,State of New York No.01-LE6394194 Qualified in Suffolk County Commission Expires 07-01 Chain of Title for Premises to the South: 1000-126.00-03.00-005.000 Joyce R. Arnold Deed To Dated: 11/16/1953 Katherine Baylis-Tuthill Recorded: 1/17/1954 Liber: 3636 page 93 Premises and more Katherine Baylis-Tuthill Deed To Dated: 2/19/1963 Ida Mongello Recorded: 2/19/1963 Liber: 5311 Page 209 Marie Macri as Executor of the Agatha Mongello Deed Aka Ida Mongello, late of Nass. Co. Dated: 4/1/2004 To Recorded: 2/7/2006 Michael J. Mongello Liber: 12439 Page 705 Michael J. Mongello Deed To Dated: 12/15/2009 Joseph Finora Recorded: 1/12/2010 Grace A. Finora Liber: 12612 Page 705 Joseph J. Finora Deed Grace A. Finora Dated: 8/8/2016 To Recorded: 9/29/2016 Michael Piscatelli Liber: 12881 page 892 Heather Piscatelli,his wife Michael Piscatelli Heather Pisccatelli, his wife Deed To Dated: 10/15/2020 Jonathan Kardon Recorded: 12/9/2020 Amy K on�isw Liber: 13081 page 735 LAST EEDORD f i�,ha a azza, PreVa Hardt Ti le Agency, Inc. as Agent for Firs rican Title Sworn to before me this 22 d day of June 2021 Notary Public KATHLEEN PATRICIA LENNON Notary Public,State of New York No.01-LE6394194 Qualified in Suffolk County Commission Expires 07-01- Chain of Title for Premises to the Northeast: 1000-126.00-03.00-009.000 Joyce R. Arnold Deed To Dated: 11/16/1953 Katherine Baylis-Tuthill Recorded: 1/17/1954 Liber: 3636 page 93 Premises and more Katherine Baylis-Tuthill Deed To Dated: 5/23/1973 John E. Clark Recorded: 5/30/1973 Patricia A. Clark Liber: 7408 Page 44 LAST DEED OF RECORD K, MichaeVitlAgency, a, resi Hamlet Inc. as Agent for First American Title Sworn to before me this 22nd day of June 2021 L Notary Public KATHLEEN PATRICIA LENNON Notary Public,State of New York No.01-LE6394194 Qualified in Suffolk Countyp Commission Expires 07-01-2 Chain of Title for Premises to the East: 1000-126.00-03.00-019.000 Joyce R. Arnold Deed To Dated: 11/16/1953 Katherine Baylis-Tuthill Recorded: 1/17/1954 Liber: 3636 page 93 Premises and more Katherine Baylis-Tuthill Deed To Dated: 3/20/1971 William Schonewald Recorded: 3/24/1971 Ruth Schonewald his wife Liber: 6904 Page 1971 William Schonewald Deed Ruth Schonewald,his wife Dated: 10/22/1971 To Recorded: 10/29/1971 Lester E. Hubbard Jr. Liber: 7036 Page 468 Gloria M. Hubbard,his wife Lester E. Hubbard Jr. Deed Gloria M. Hubbard,his wife Dated: 10/22/1991 To Recorded: 10/29/1991 Lester E. Hubbard Jr. Liber: 11361 Page 36 Thomas J. Stack Referee Deed To Dated: 3/10/2017 CIT Bank NA Recorded: 6/26/2017 Liber: 12918 page 303 Deed CIT Bank NA nka Onewest Bank NA Dated: 11/8/2017 To Recorded: 11/29/2017 Jayme Figurny Liber: 12940 Page: 1 Micha la P azza, Pre ' t Hamlet le Agency, Inc. as Agent for First American Title Sworn to before me this 22n day of June 2021 /NotaryPublic Wl�-NNON Notary Public,State of New York No.01-LE6394194 Qualified in Suffolk Count Commission Expires 07-01- Chain of title for premises to the East continued..... Jayme Figurrly Deed To Dated: 2/24/2021 Joanne Chatham Recorded: 4/29/2021 Paul Chatham Liber: 13102 page 163 As tenants by the entirety LAST DEED OF RECORD Michaa zza, Presid nt Hamlet itl Agency, Inc. as Agent for First Am ' an Title Sworn to before me this 22nd day of June 2021 k&4z�t--az: � - Notary Public KATHLEEN PATRICIA LENNON Notary Public,State of New York No.01-LE6394194 Qualified in Suffolk County Commission Expires 07-01. Chain of title for premises to the WEST: WELLS ROAD Mi aela z , Preside Hamlet itle Agency, Inc. as Agent for First American Title Sworn to before me this 22n day of June 2021 Votary Public KATHLEEN PATRICIA LENNON Notary Public,State of New York No.01-LE6394194 Qualified in Suffolk Count Commission Expires 07-01 co'i4e,I 3 /1 I J�qQ-�.r� SG haneUia I � ej- 12 09 - 3 - 3 3 -5 h ° Ml 110 > t` Flo l ! M, Y' e1,110 ab�7- C J Poog. Arc- Ac,,K--(" -Ff2;j S C• g ?oaf-. -�20// 60, UI 3 - � ArrL,6lc-] Tom , /� (s3 _ 7/ � no lel I /�—. ( 7- /7 SURVEY OF CERTIFIED TO:MICHAEL PISCATELLI&HEATHER PISCATELLI HAMLET TITLE AGENCY, INC. DESCRIBED PROPERTY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SITUA TE A t JOB NO.:2020-248 MAP NO..: OF NEIN LAUREL FILED: ��P� w H 0 TOWN OF SOUTHOLD REVISIONS: 'f- SUFFOLK COUNTY, NEW YORK ADD CERTIFICATIONS 1212312020 cc S.C.T.M. DIST.: 1000 SEC.: 126 BLK.:03 LOT 04 RELOC NORTH PL FENCE 1130121 REV. PROP. DWELL&LOC. 5131121 °g a 20 10 0 20 40 60 80 100 120 140 160 180 SCALE. 1"=40' DATE.NOVEMBER 15, 2020 lr_ IVO.05053 �O LOT AREA:25,842 SQ.FT. =0.593 ACRE Fp LAND SV, ELEVATIONS HEREON REFER TO NA VD 1988 JEFFREY W HADERER L.S. NYS LIC. NO.:050538 ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE IMPROVED AND SERVICED BY PUBLIC WATER NO SURFACE WATER EVIDENT WITHIN 300' NO VISIBLE WELLS WITHIN 150'OF SUBJECT BOUNDARY TWINFORKS SUFFOLK COUNTYDEPARTMENTOFHEALTH SERVICES LAND SURVEYING OFFICE OF WASTEWATER MANAGEMENT SUCCESSOR TO HANDS ONSURMNG,MARTIND.HAND L.S. RALITERNAIATELAT NDS-FIGURE OUTDETAILs 188 W.MONTAUKHIGNWAY, UMTE3 HAMPTONBAYS,NEW YORK 11946 STOPPER OR SLATE OR OTHER END PLUG SUITABLE COVER (V)631-369-8311-(F)631-369-8313 email.-twinforkslandsurvey@yahoo.com COPIES OF THIS SURVEYMAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE SEWER PIPE CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. 5'ELBOWS 45°ELBOW 2 O vOZ ICAO FORMPR Novi BksNO X60�� N� OT PDP �- EpENGE o�v z S1°G o� T •. , N 6 pROa D p.FOR 5$1oN \ \ � N � \ \ (21 RpOMapP ST, OOMs) \ 2S( �c9 2 \ � �GJ� 5R �Olz -�pEsj°NMS SOA _ CP \�Q / �i qt g O' �� p G,o AY \� - - \� t N Aa �j �2�� S.C.D.H.S.ENDORSEMENTS TEST HOLE DAT EL:18.5' p No�p c�i.0 �•� HUMUS N\ " ro�\ ryo .� � (PT) SE° SANDY OR "a LOAM� (SM) , \. 0 40. 16t 20� W/MIXED SA D -2.1 OC } GPSU14E J w I GNP'�N 1a� I Ho,�/ w �� �Olesl �p (SP) -17.0' PpsE E�1N� UNE N o lL TEST HOLE BORING 0 oO SHAWN M.BARRON M.S.�� DECEMBER 7,2020 NO GROUNDWATER ENCOUNTERED OF �N T017'BELOW SURFACE GRADE J oro y• R S 6913,10 ORF0�P(EL OT to LIN •� S�TR�FES REWROED ORALE UNAECORDWARENOTGUARANTIEM UNLESS PHYSICALLY EVIDENT AT THE TIMEOFSURVEY. THEOFFSET(OR pMENSI0N51 SHOWN HEREONFROMTT/ESTRUCTURES TO THE PROPERTY LINES ARE FORA SPECIFIC PURPOSEANDUSEANDTHEREFORE ARENOTINTENDED TO GUIDE THE ERECTIONOFFENCES,RETAINNG WALLS,POOLS,PATIOS,PIANi1NO AREAS.ADDITIONS TO BUILDINGS AND ANY OTHER CONSTRUCTION. UNAUTHORRED A ALTERATION OR ADDITION SURVEYI WOU SA VIOTION OF EDUCA OTION TtAAOF THB NAYY WFt BTAT9 R, ^ COMESOFTHIS SURVEYM4PNOTBEARING \,KJ` THELANDSURVEYORS NO BE O EIRBOSSI 0 , TOBESEDSEALSECOPY. BECONSIOERED 9922 O TOBEA VALID nnEICATE ONI.YTCAnONSINDICATEDNERO,MTHE RUN \rVJ\ IS`TOTHE P�RSON((SS)FORWHOMTI/ESURVEY P ISPRECOWA Y. ONHISBEHALP TO THE TITLLENDING INSTITUTION HEREONAL AN PND LENDINGINSTITUTION THE LENDING INAND 10 TMEASSIGNEES O0 ARENOTT ANSI' TOnON CERnFIM77TN3 AREOR SUBSEQUENT OWNERS ONAL INSn1UnONS OR SUBSEQUENT OiYNERS. SURVEY OF CERTIFIED TO:MICHAEL PISCATELLI&HEATHER PISCATELLI HAMLET TITLE AGENCY, INC. DESCRIBED PROPERTY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SITUATE A T JOB NO.:2020-248 MAP NO..: OF NF�Y LAUREL FILED: TOWN OF SOUTHOLD REVISIONS: g����! W Hq o'Q,� SUFFOLK COUNTY, NEW YORK ADD CERTIFICATIONS 1212312020 <11 S.C.T.M. DIST.: 1000 SEC.: 126 BLK.:03 LOT 04 v 20 10 0 20 40 60 80 100 120 140 160 180 SCALE: 1"=40' DATE.NOVEMBER 15, 2020 s LOT AREA:25,842 SQ.FT. =0.593 ACRE ; ®1An9®�U� ELEVATIONS HEREON REFER TO NAVD 1988 97 (� JEFFREY W. HADERER L.S. NYS LIC. NO.:050538 ALL PROPERTIES WITHIN 150'OF SUBJECT BOUNDARY ARE IMPROVED AND SERVICED BY PUBLIC WATER NO SURFACE WATER EVIDENT WITHIN 300' NO VISIBLE WELLS WITHIN 150'OF SUBJECT BOUNDARY r YNNFOW .- SUFFOLK COUNTYDEPARTMENT OF HEALTH SERVICES LAND SURVEYING , OFFICE OF WASTEWATER MANAGEMENT SUCCESSOR TOHANDSONSURVEYNG,MARTIND.Hf1NDl S. RESIDENTIAL STANDARDS-FIGURE 6 ALTERNATEA-CLEANOUTDETAIL 188 W.MONTAUK HIGH WAY, UMTE3 HAMPTONBAYS, NEW YORK 11946 STOPPER OR SLATE OR OTHER END PLUG SUITABLE COVER (V)631-369-8312-(F)631-369-8313 email.•twinforkslandsvrvey@yahoo,com COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING y THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE SEWER PIPE CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. ELeows _JUwFOU C©UNTY DC ARTItiENT OF HEALTI.9 SERVICES PERMIT FOR A Apar/AL 07 CONSTRUCTION FOR,A SINGLE: FAMILY PZs-IDL-PaCE CNLy 45•ELBOW FEB 1 1 2021 DATE 2- APPRoVED .10o Irv- f e« QViAxt rpt r13 Op/ aL'-EDROaf:�� �o r:;F'lf'c?Z ; T 6IPE1 YEA B i=zR0M DAT OF AP P R0VAL v0Z f� O MER�y of �o FP.R\ OzPR <,L0 NDP BgH ►ANQ oL /ENCS oil - f8E N `yam N O m N P�pVIDpX0R5Ns 0bQ 0 2 \ \ lwlu R ao"N�SgEDRpOM81 \ z6v 2Q ��Q v co � I � � N _ yU N 4.5 /G Q T�mL�0 S.C.D.H.S. ENDORSEMENTS \ =m z Q 50' o TEST HOLE DATA HUMUS N PR vEWpY '� ry o,�4=� \ (PT) \ -0.1' cr\\ ��C9y* <a w ea SANDY NffLOA+\• �\\ �` a \ � .ate �� 5 M� V oma � �v2o MIXED SAND O . 0 1 PGPStLNE j �Hp�NUNKFE �a416 ��L W/GRA VEL (SP) -17.0' UIQ E� o o m TEST HOLE BORING BY 4 �P/ oppsV�gUNE /•' o No+o �O�� SHAWN M.BARRON M.S. �p1 •. m F ?� DECEMBER 7,2020 NO GROUNDWATER ENCOUNTERED OS of •• ,I Y of N T017'BELOW SURFACE GRADE pR,O o°V L i S 6g°13� ORFOGP�L�� 0-11 VN e 1S \ oz `s I�NDM ONP L P P co �m P STREASBASUANDVIt RESRECOSRDEDORACE QQQyy��� p Q UNRECORDEDARENOTGUARANTEED UYSICALLYEVIDENTATTHE fEF7UJ/7d T16¢R ACOFSUSURVEY. DIEOFFSETIOR DIMENSIONS)SHOWN HEREON FROM TIIr STRUC'L.TOTHE PROPERTYIINES ARE FR ASPEC/FIC :=IEAND USE AND.1UH FORE INTENDED TO GUIDE THE JAN ERECDROFFENCES.RETAINING 0A{�1 1 p 02, WALLS,POOLS.PATIOS,PLANTING @Y tl FTO L AREAS,POOLS.PA TO BUILDINGS ANDANY OTHER CONSTRUCTION. E UNAUTHORIZED SURVE AL TERATIONOR ADD DON TO TlYS SURVEYIS AVIDLARON OF I EDUCAN NLAor W,NE NfW YOrtNBIATC �FF r�• V COPIES FTHIS 4d COPESRIRSSURVEYMAPNOTBEARING ^`I7 j �L �D®�1'/(s4���'sq•gnr ���V � 32SOOr O THELANDSURVEYORSINKWSPAL OR BOOSSmSEALSALLPOTBECONSIO CONSIDERED ��� ONLY TOMEPE/NO'CAIED HERONSNALL RUN •2j ISPREP ME PER THESURVEY P RPE COAPANY. OVERNMENTAL TO NC D]]F COMPANY,GOVERNMENTAL CONN AN? LENLYNOINSTIIUTIONLI7L HEFEON,AN? TD THEAS GN OF 77fE1END'NG INSTI• TUDON.CER17FICATIONSARENOT TRANSFERABLE TO A WWDONAL INSTITUTIONS OR SUBSEQUENT OWNERS. SURVEY OF CERTIFIED TO:MICHAEL PISCATELLI&HEATHER PISCATELLI HAMLET TITLE AGENCY, INC. DESCRIBED PROPERTY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY SITUATE A T JOB NO. 2020-248 LAUREL FILED: OF NEIN TOWN OF SOUTHOLD REVISIONS: YO SUFFOLK COUNTY, NEW YORK ADD CERTIFICATIONS 12/23/2020 g'<P �`( W S.C.T.M. DIST.: 1000 SEC.: 126 BLK.:03 LOT 04 RELOC NORTH PL FENCE 1/30/21 c:r` REV. PROP. DWELL&LOC. 5/31/21 kw 20 10 0 20 40 60 80 100 120 140 160 180 FOUNDATION LOCATION 8/12121 SCALE. 1"=40' DATE.NOVEMBER 15, 2020 7 LOT AREA:25,842 SQ.FT. =0.593 ACRE `S�O(qNp Svc ELEVATIONS HEREON REFER TO NAVD 1988 JEFFREY HADER L.S. NYS LIC. NO.:050538 TWIN FORKS LAND SUR VEHNG SUCCESSOR TO HANDSONSURM NG,MAR77ND.HAND L.S 188 W MONTA UK HIGHWA Y, UNIT E3 HAMPTON BAYS,NEW YORK 11946 (i)631-369-8312-(F)631-30-8313 email.tivinforkslandsurvey@yahoo.com COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. D CCE D'VR D AUG 2 4 2021 BUILDING DEPT. 21-- T01VN OF SOUTHOLD O v02� � O n OF FOF,MP 1 014 OR 51soo 16�40 �NQ N PQPM �. tiF�jOE ao NOT pn _y S10cK� T� 2 VD 0A �Q \ \ 24 � 0 k1- 10G 0 cp \ 2 _ \� AX 40 o z Pma Nya� 01 77- %oomm h �IV ii r - '�ioV+ \ \ 40• IV a w oy� m a f3� 723,,v $p. GE i 3o . � 1 � GNp,N�1NKFEN 18�16� N y 1k0� O \ W v0� 0 OF O-c` \ s NOVA 0 osCp,TE mo f y \� o � �, MNOlsVA e i y \ P r Ln •O SEASEIfENT RRS�RACE OARANTEED MUSS CRLNEVILEHTUNRECORDEDARETGU A TIVEOPSURVEY. THEORSETLORLYAfENSIONsI SHOWN NE.FROMTNESTRUCTURES TO THE PROPERTYIINESAREFORA SPECIFIC PURPOSEANDUSEANDTHEREFORE ARE NOT INTFNOEO TO GNOE THE ERECTIONOFFENCES.RETAINING WALM POOLS,PATI,PLANTING AREAS,IDp77ONS TO BUILUMS AND MY OTHER CONSTRUCTION. WORRTERATINOHADDITION TO TfOSSURVEYISA VIOLA ONOF EOUCAnIT IroONLAW,M.NNV TAtE IAW CORES OF INS SURVEYMAP NOTSEARING R. O� TOR OBEA VMD I LEC.TISE� DERED f c39200, O TOBEAVwO n MCATY. /\ JSPREPCATIONS fNIN(:ATIDHQtON STHE RUN TME OTH£FER014 FORWLAGENCSURVEY P RP WINSANOONHISREHALFTOTHE iR1ECOMPANY,GOVFANMENTAI.AGENCYAND IENlVNOINSn1UnON LISTED NFAEON,AND TOTT/EASSIGE OF N 7UDOCERTnGnOUAF?gNorTRANsFE o700wm»owv-INsnrunoNsoRsuscau ENT SURVEY OF CERTIFIED T0:MICHAEL PISCATELLI&HEATHER PISCATELLI HAMLET TITLE AGENCY, INC. DESCRIBED PROPERTY OLD REPUBLIC NATIONAL TITLE INSURANCE COMPANY JOB NO. 2020-248 SITUA TE A T MAP LAUREL FILED:NO.: OF NEW yo TOWN OF SOUTHOLD REVISIONS: c� -( W .q0 'Qi. SUFFOLK COUNTY, NEW YORK ADD CERTIFICATIONS 1212312020 S.C.T.M.DIST.:1000 SEC.: 126 BLK.:03 LOT 04 RELOC NORTH PL FENCE 1130121 REV.PROP. DWELL&LOC. 5131121 20 10 0 20 40 60 80 100 120 140 160 180 FOUNDATION LOCATION 8112121 SCALE.- 1"=40' DATE:NOVEMBER 15, 2020 FINAL SURVEY. 8123122 <' LOT AREA:25,842 SQ.FT. =0.593 ACRE LAND 5V� CURRENT ZONING:R-40 JEFFREY W. HADERER L.S. ALLOWABLE LOT COVERAGE:20%=5,168 SQ.FT NYS LIC.NO.:050538 LOT COVERAGE:4,252 SQ.FT. =16.5% INCLUDED IN LOT COVERAGE. DWELLING:3,135 SQ.FT. POOL:754 SQ.FT. REAR BRICK PORCH: 199 SQ.FT. FRONT BRICK PORCH:128 SQ.FT. Y WNFONKS HOT TUB:36 SQ.FT. LAND SIN VEYING NOT COUNTED IN LOT COVERAGE: SUC SSOR TOMMSONSURMNG,MARTWD H4NDLS 7.9'X 12.0'CONC.SLAB:96 SQ.FT. 188 W.MON TA UK HIGH WA Y, UMTE3 CE.•89 SQ.FT- H"PTONBAYS,NEW YORK 11946 (V)631-369-8311-(F)631369-8313 email.•twmforkslandsurvey@yahoa com SANITARY TRIANGULATION DIMENSIONS COPIES OF THIS SURVEY MAP,EITHER PAPER OR ELECTRONIC,NOT BEARING ST LP1 LP2 THE LAND SURVEYORS INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CORNER A 14' 30' 14' CONSIDERED TO BEA VALID COPYAND SHALL NOT BE USED FOR ANY PURPOSE. 4- CORNER B 61' 83' 76' SANITARY SYSTEM LOCATION AS PER INSTALLER. WATERLINE LATERAL,&UNDERGROUND UTILITY LOCATIONS AS PER OTHERS AND ARE NOT GUARANTEED BY TWIN FORKS LAND SURVEYING. NOTE: F:nlPx THE LOCATION OF CESSPOOLS, WELLS AND OTHER 1D UNDERGROUND INSTALLATIONS, IF ANYARE SHOWN IN a W 0 ACCORDANCE WITH SOURCES BELIEVED TO BE ACCURATE.HOWEVER, THIS OFFICE DOES NOT ASSUME nRESPONSIBLITYFORTHEIRACCURACY N O 0 "j)p�0 fy tD +tea n -D C• y .� yamA, ERI.y OF p MpN _ �, ^t FORM OpN 2 <,� 0�OR j3pov \ E �g0��F�,cE 9s N 0 = m p N ppM stpcE �, NK FNZ� oo '� � � w cy o P oFN SNE FSE PNEP �p4 1 �� �oR �(�' , (�j 1 On v � EpU1P• O 9p�� 2"m m r- � �R I �� g°13 z o 2 DIPN �, l, I I I o m 6 x \2 ; \ p MON• GR S�v�c opN J UNGGA- og 9m co o B m • M�R� � �S R �ZO Na ��? y �� �-�� S' a Q - G)G;p2� _ oA0 UNG/moi • -v Z mRSER�• s� _ :< p�Tk � c3`� - �\ 10 N N% p �` ; C3 � o m v 02 �Z m a? •�• �� Zo a�° � cP_ c� C9h ® p2 w •a�q � t � �\ '` < 1 B 8 " o�'oy 2no�- d • �1� JF4�nl,� '`mZ�� � '�=o`n ,.,,o..q,, � � \ �� pz a ti cp �' 9a� pHFENOE Oyu �� c� �o Q 2 ►'rl v O \ W t,omEBy� N® NEpGE aFE� o1a 2 lZ� IP l Oo D�� a� 6 oST g � -NA 0p co i/ c O S PE\ L N �< ov mo L tR o s BpRV4 N OF s tRtiSs � a ova of 10„NJ RMERI. \ o ,.� 9°� F TE 9 Es r 6 3 OR O P L -� OF S NOM ON EL Q1sO A °a, r•'z•`y-� % MbUESURF A STRUCTURESRECORDEDOR UREORDARENTGUA -3 UNLESSIYSCAUYIDNTACrE D® IMEMSURVEY. /•"••.1THRWEr�OR IXMFNUIONS)SHOWN ky HEREON FROM THE STRUCTURES TO THE PROPERTYMESAREFOR•'•'-1•' �,�' ® �ANDUSEANDAEREFOREC o`y-1 ARENOTINTENDED TO GUIDE THE =� T- WAUS.POOM PAPOS.%ANTING ANMT.IO.i0TRLMC WS ' C-D E'�;� UNAUTHORREDALTERARONORADOITION STO EC SURVEY IS A VIOUTION OF BECKON e� q t`v IM80FTNENEWYOPXCTATE I1 � EWCARONLAW. CORES OF THE SURVEYMAPNOTaEAR" OR -O . ^' T SMSSAUD TITLED COPPY. CONUIOEREO '6e d 9 O 1 _ CFATIF/CATIONS INpCATEO HERON SHALL RUN '-� y� �•?�A \/\J 16MP�AR D�0 N B�EIIAIF�'T°TMEF/EUDRVEI' •a4 [H �r\ TIRECClA'ANY,GOVERNMENTAL AGENCYANO P V LFNDINOINSi1TURON UTED HEREON PND TD THE ASSIGNEES OF 7HE IENC/NG MS iF TOA DO'ROA'ALI0. NSR�UDONU OR 6UEN; OVMERU. L t Generated by REScheck-Web Software Compliance Certificate Project Piscatelli's Residence Energy Code: 2018 IECC Location: Laurel, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,543 ft2 Glazing Area 13% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1000 Wells Road Joseph Turner Laurel, NY' Drafting &Design Consultants 4576 MIDDLE COUNTRY ROAD Calverton, NY 11933 443-865-3108 d2consultants@optonline.net usingCompliance: Passes UA trade-off Compliance: 3.2%Better Than Code Maximum UA: 466 Your UA: 451 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 Area Cavity Cont. Assembly or U-Factor UA Ceiling: Flat Ceiling or Scissor Truss 1,745 30.0 0.0 0.035 61 Ceiling 1: Flat Ceiling or Scissor Truss 204 30.0 0.0 0.035 7 Ceiling 2: Cathedral Ceiling 226 30.0 0.0 0.034 8 Ceiling 3: Cathedral Ceiling 450 30.0 0.0 0.034 15 Ceiling 4: Cathedral Ceiling 160 30.0 0.0 0.034 5 Wall:Wood Frame, 16" o.c. 2,187 15.0 3.0 0.061 112 Door: Solid Door(under 50%glazing) 21 0.320 7 Door 5: Solid Door(under 50%glazing) 21 0.340 7 Door 1: Glass Door(over 50%glazing) 42 0.300 13 SHGC: 0.30 Door 2: Glass Door(over 50%glazing) 42 0.300 13 SHGC: 0.30 Door 3: Glass Door(over 50%glazing) 21 0.300 6 SHGC: 0.30 Door 4: Glass Door(over 50%glazing) 21 0.300 6 SHGC: 0.30 Window:Vinyl Frame 102 0.300 31 SHGC: 0.30 Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 1 of10 Gross Area Cavity Cont. Perimeter Window 1:Vinyl Frame 85 0.300 26 SHGC: 0.30 Wall 1:Wood Frame, 16" o.c. 618 15.0 3.0 0.061 34 Window 2:Vinyl Frame 54 0.300 16 SHGC: 0.30 Floor: All-Wood Joist/Truss 2,201 30.0 0.0 0.033 73 Floor 1:All-Wood Joist/Truss 342 30.0 0.0 0.033 11 Compliance Statement. The proposed building design d cribed here is consistent with the building plans, specifications, and other calculations submitted with the permit application.The ro ed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with th ma tory requirements listed in the REScheck Inspection Checklist. Name-Title Si t e Date - OF NEw DE_FR y0 n — Z � OA 502 RC�SSOAN Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 97.0% 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 Verified Feld VerifiedPre Inspection/Plan Review �'---PiansComplies Comments/d!§sumptions _. .. &:Req.ID Value Value., 103.1, 'Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate { ', ❑Does Not [PR111 energy code compliance for the building envelope.Thermal s❑Not Observable envelope represented on ❑Not Applicable construction documents. s 103.1, ;Construction drawings and ;.'.';;,., ;❑Complies ;Requirement will be met. 103.2, documentation demonstrate i ",[]Does Not 403.7 energy code compliance for 3 [PR311 ;lighting and mechanical systems. ; ❑Not Observable (Systems serving multiple i []Not Applicable 'dwelling units must demonstrate ;compliance with the IECC I_ ;Commercial Provisions. _3Q2c1,`, ..I Heating and cooling equipment is; Heating: Heating: ❑Complies ;Requirement will be met. 403.LT; sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not [PR2]2` _ ,i on loads calculated per ACCA ; Cooling: Cooling: Manual or other methods Btu/hr Btu/hr ❑Not Observable , J approved by the code official. ❑Not Applicable , Additional Comments/Assumptions: 11 High Impact (Tier 1) 2 Medium Impact(Tier 2) r-Q Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 3 of 10 Section # Foundation Inspect�oei Complies?; _:Comments/Assumptions 303:2.1,,, ;A protective covering is installed to ;❑Complies ;Exception: Requirement is not applicable. [17011]? ?protect exposed exterior insulation ;❑Does Not and extends a minimum of 6 in. below _ grade. ;❑Not Observable; j :❑Not Applicable 403;9` ;Snow-and ice-melting system controls';❑Complies ;Exception: Requirement is not applicable. M212 .,,!,installed. ❑Does Not I❑Not Observable; ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) "2.'1 Medium Impact(Tier 2) =,3 Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 4 of 10 I -.Section- Plans Verified.. Field Verified # Framing./(tough-Irrinspection Cornplies? Comments/Assumptions , & Req.ID Value Value _.. 402.1.1, ;Door U-factor. U- U- ;❑Complies !See the Envelope Assemblies 402.3.4 f❑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, I 402.5 fl Observable � ' [FR2]1 ' Not Applicable 303.1.3 ;LI-factors of fenestration products'. ❑Complies 'Requirement will be met. [FR4]1 `are determined in accordance i❑Does Not • with the NFRC test procedure or i,.°^•' L' 1:,.;: ,,,, ., ❑Not Observable ' ,taken from the default table. - ' UNot Applicable 402.4.1.1 ;Air barrier and thermal barrier i- ❑Complies ;Requirement will be met. [FR23]1 installed per manufacturer'sT Does Not instructions. ❑Not Observable ; -. -.°;f❑Not Applicable 402.4.3 Fenestration that is not site built ;❑Complies ;Requirement will be met. [FR20]1 i is listed and labeled as meeting `_ ' "• " `,`❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC ,400 that do not exceed code ❑Not Applicable limits. 402.4.5 IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR16]z l sealed at housing/interior finish ❑Does Not and labeled to indicate:52.0 cfm jleakage at 75 Pa. '❑Not Observable l "�❑Not Applicable f 403.3.1 ;Supply and return ducts in attics ❑Complies ;Requirement will be met. [FR12]1 �insulated >= R-8 where duct is ;,; -t UD oes Not 3 inches in diameter and >= I ❑Not Observable i R-6 where<3 inches.Supply and f„ ;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. 403.3.2 i Ducts, air handlers and filter - ❑Complies ;Exception: Requirement is [FR13]1 boxes are sealed with ❑Does Not ;not applicable. joints/seams compliant with y ;International Mechanical Code or ,❑Not Observable International Residential Code,as - -:`` - ❑Not Applicable applicable. Building cavities are not used as s = - ❑Complies ;Requirement will be met. [FR15] r J ducts or plenums. ❑Does Not :[:]Not Observable r;•,_ _ r', ;❑Not Applicable 403.4 y-� HVAC piping conveying fluids R- R- ;❑Complies :Exception: Requirement is VR1712 'above 105°F or chilled fluids :❑Does Not not applicable. below 55°F are insulated to>_R- ❑Not Observable '❑Not Applicable 403.4.1 !Protection of insulation on HVAC F; ❑Complies ;Exception: Requirement is [FR24]1 ;piping. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403:5.3. ` i Hot water pipes are insulated to R- ': R- ;❑Complies ;Exception: Requirement is [F.R18]2 ` _ zR-3. ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ;3- Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 5 of10 t t Section";.. Plans Verified Field-Verified # . Framing/Rough-In Inspection Complees' Comments/Assumptions,_ &'Renn f.,t Value. •:Vall_ue M 403.6 'Automatic or gravity dampers are ❑Complies ;Requirement will be met. [FII(-S Iinstalled on all outdoor air ;❑Does Not tintakes and exhausts. p { ;;❑Not Observable ❑Not Applicable `• Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) ;3'. Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 6 of10 Section Plans Verified Field Verifeed = Insulationanspeetion Complies?. Comrhents/Assumptions ' &;Req.ID Value Value 303.1 All installed insulation is labeled t ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values -i❑Does Not provided. f ¢ ❑Not Observable ; tJ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies 402.2.6 ( :`•❑ Wood ❑ Wood '❑Does Not !table for values. [IN1]1 >❑ Steel '❑ Steel .[-]Not Observable ;❑Not Applicable 303.2, Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 :manufacturer's instructions and `' . ❑Does Not [IN2]1 i in substantial contact with the underside of the subfloor, or floor j❑Not Observable ; :framing cavity insulation is in ❑Not Applicable 3 contact with the top side of sheathing, or continuous :insulation is installed on the underside of floor framing and extends from the bottom to the 'top of all perimeter floor framing a`• members. 402.1.1, ;Wall insulation R-value. If this is a; R- R- 5 ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2of the ❑ Wood ;❑ Wood ❑Does Not ;table for values. 402.2.6 :wall insulation on the wall [IN3]1 ;exterior,the exterior insulation E] Mass E] Mass ❑Not Observable i requirement applies (FR10). ❑ Steel E] Steel ❑Not Applicable ; s ; 303.2 !Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. i 7'1:]Does Not _ .,❑Not Observable ; - ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 1 2" Medium Impact(Tier 2) 1,.:3_.J Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 7 of10 Section'. Plans Verified. Field Verified Final Inspection Pr`ovisioris complies Comments/Assumptions'. &:Req.ID" ...; . Value , Value" 402.1.1, Ceiling insulation R-value. R- R- ❑Complies ;see the envelope assemblies 402.2.1, ❑ Wood ;❑ Wood :❑Does Not ;table for values. 402.2.2, 402.2.6 ;E] Steel `E] Steel ;❑Not Observable [FI1]1 :❑Not Applicable ; 303.1.1.1, .:Ceiling insulation installed per " "❑Complies ;Requirement will be met. 303.2 manufacturer's instructions. !:= ❑ [FI2]1 !Blown insulation marked every Does Not 300 ft2. n ❑Not Observable ❑Not Applicable 402.2.3 {Vented attics with air permeable ❑Complies ;Exception: Requirement is [F122)z- insulation include baffle adjacent r ❑Does Not root applicable. to soffit and eave vents that yextends over insulation, t -,❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- R- '❑Complies ;Requirement will be met. [FI3]1 insulation >_R-value of the T❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies Requirement will be met. [FI17]1 ;ach in Climate Zones 1-2, and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ' ❑Nat Applicable 403.3.3 ;Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI27]1 !determine air leakage with 1 ft2 ft2 ❑Does Not not applicable. either: Rough-in test:Total leakage measured with a ;❑Not Observable il pressure differential of 0.1 inch ❑Not Applicable w.g.across the system including ' 'the manufacturer's air handler ;enclosure if installed at time of Itest. Postconstruction test:Total ' jleakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.4 I Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Exception: Requirement is [FI4]1 cfm/100 ft2 across the system or ftz ; ftz ❑Does Not not applicable. <=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. I 403.3.2.1 'Air handler leakage designated ❑Complies ';Exception: Requirement is [FI24]1 ;by manufacturer at<=2°/u of i❑Does Not not applicable. design air flow. . '❑Not Observable -'r❑Not Applicable ,4031.1 „i Programmable thermostats 4 ❑Complies jF19]?,. " .4 installed for control of primary zoDoes Not $heating and cooling systems and ;initially set by manufacturer to I '❑Not Observable I code specifications. ❑Not Applicable 403.1.2--, 'i Heat pump thermostat installed j. : ' ;❑Complies ;Exception: Requirement is [F110]z ` on heat pumps. i T❑Does Not not applicable. ❑Not Observable f ❑Not Applicable Complies ;Exception: Requirement is 403:5 1 pCirculating service hot water ❑ (FI1T]z '?systems have automatic or i❑Does Not not applicable. accessible manual controls. ' ? ❑Not Observable ' - ;2 a• ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ?3. Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 8 of 10 Section Plans Verified F�elil Verified " # Final`Insp ktion Provisions Corviplies? Comments/Assumptions'` &,Req.ID ValueValue 403.6:1,' All mechanical ventilation system; ❑Complies Exception: Requirement is [FI25j2. `. ,fans not part of tested and listedi❑Does Not !not applicable. 'HVAC equipment meetefficacy ;and air flow limits per Table !. ❑Not Observable j R403.6.1. `" _ i❑Not Applicable 403:2- ' Hot water boilers supplying heat ❑Complies 'Exception: Requirement is [17b2 rthrough one-or two-pipe heating s❑Does Not i not applicable. ?systems have outdoor setback control to lower boiler water I❑Not Observable (temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1';Heated water circulation systems : ❑Complies Exception: Requirement is [F128]2 :have a circulation pump.The ❑Does Not not applicable. ,system return pipe is a dedicated` I return pipe or a cold water supply j ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable `.'syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal s for hot water demand within the i occupancy. Controls P automatically turn off the pump - iwhen water is in circulation loop t. i is at set-point temperature and no demand for hot water exists. 403.5.1.2 i Electric heat trace systems ❑Complies ;Exception: Requirement is [FI29]2' i comply with IEEE 515.1 or UL ` a❑Does Not 'not applicable. 1515. Controls automatically f adjust the energy input to the l ,`•,. ,❑Not Observable ; heat tracing to maintain the []Not Applicable desired water temperature in the = `_ "piping, r, 403.5:2 " Demand recirculation water ;❑Complies !Exception: Requirement is F130]2' systems have controls that ❑Does Not not applicable. manage operation of the pump 4 and limit the temperature of the ` '❑Not Observable ;water entering the cold water }❑Not Applicable piping to<= 1049F. 4035`:4 ;Drain water heat recovery units ;❑Complies ;Exception: Requirement is F13 ]X - _..tested in accordance with CSA = (❑Does Not ;not applicable. :< r B55.1. Potable water-side :pressure loss of drain water heat ❑Not Observable ; recovery units< 3 psi for ❑Not Applicable iindividual units connected to one i, . : ,:_• _.; „?or two showers. Potable water- = . ;side pressure loss of drain water heat recovery units<2 psi for individual units connected to - three or more showers. 404.1 '90%or more of permanent ❑Complies ;Requirement will be met. (FI6]1 ;fixtures have high efficacy lamps.: ❑Does Not ❑Not Observable ❑Not Applicable 4:04x7 1 u Fuel gas lighting systems have ❑Complies ;Exception: Requirement is jF123j3 a •' no continuous pilot light ` '❑Does Not not applicable. ❑Not Observable ❑Not Applicable ` 401.3 „°, Compliance certificate posted. _ ❑Complies Requirement will be met. [FI7]2 ❑Does Not f❑Not Observable i ;❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3=' Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 9 of10 1 a Section. Plans`Verified Fie[iil Verified # Final Inspection Provis�ons `'Complles. Comments/Assump'tions, &,Req.ID Value ,Value-3,3;S` Manufacturer manuals for JC omplies ;Requirement will be met. [F)18] mechanical and water heating ❑Does Not �(systems have been provided. r ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) :3= Low Impact(Tier 3) Project Title: Piscatelli's Residence Report date: 05/13/21 Data filename: Page 10 of 10 2018 IECC Energy Efficiency Certificate ,insulation Ra I tin R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 Heating & Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments DATE(MMIDDNYYY) ACOORV CERTIFICATE OF LIABILITY INSURANCE 06/04/2021 THIS CERTIFICATE IS ISSUED ASA 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 CONTACT Lori McBride NAME: Roy H Reeve Agency,Inc. AIc No Ext: (631)298-4700 FAX No: (631)298-3850 PO Box 54 E-MAIL Imcbride@royreeve.com ADDRESS: 13400 Main Road INSURER(S)AFFORDING COVERAGE NAIC# Mattituck NY 11952 INSURERA: Main Street America Assurance Company 29939 INSURED INSURER B: Property&Casualty Ins Cc Of Hartford 34690 DAK Electric LLC INSURER C: PO Box 1050 INSURER D: INSURER E: Mattituck NY 11952 INSURER F: COVERAGES CERTIFICATE NUMBER: CL2151014463 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 CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 AULJL15UIJK POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSD WVD POLICY NUMBER MM/DD/YYYY MM/DD/YYYY LIMITS X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 DAMAGE TO RTE CLAIMS-MADE 7XI OCCUR PREMISES Ea occur ence $ 500,000 X Contractual Liability MED EXP(Any one person) $ 10,000 A MPU6831Q 01/14/2021 01/14/2022 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE $ 2,000,000 ❑ PRO- ❑LOC PRODUCTS-COMP/OPAGG $ 2,000,oOO POLICY JECT OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO - BOUiLY INJURY(Per person)- $ - - -- OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION PER OTH YIN - AND EMPLOYERS'LIABILITY STATUTE ER B ANYPROPRIETOR/PARTNER/EXECUTIVE N/A 12WECAC3250' 01(14/2021 01/14/2022 E.L.EACH ACCIDENT $ 100'.000 OFFICERIMEMBCERIMEMBER EXCLUDED? F71 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 100,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION 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. PO Box 1179 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD APPROVED AS NOTED US E C C U PAN CY OR DATE: lra--� B.P.# l USE IS UNLAWFUL FEE:- /0 BY: �- WITHOUT CERTIFICATE NOTIFY BUILDING DEPARTMENT AT OF OCCUPANCY 765-1802 8 AM TO 4 PM FOR THE FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION COMPLY WITH ALL CCA' 4. FINAL - CONSTRUCTION,MUST NEW YORK STATE & TOWN COC)I- BE COMPLETE FOR C.O. AS REQUIRED AND CONDITIONS ,-, ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW SOUTHOLD TOWN ZBA YORK STATE. NOT RESPONSIBLE FOR SOUTHOLD TOWN PLANNING ='D DESIGN OR CONSTRUCTION ERRORS. SOUTHOLD TOWN TRL!FTr-= N.Y.S.DEC DO NOT PROCEED WITH FR AM ING,UNTLLSURVEY RETAIN STORM WATER RUNOFI- .OF. AS BEEN APPROVED.FOUNDATION LOCATION HPURSUANT TO CHAPTER 236 OF THE TOWN CODE. Fire SeParati®n required as per TRUSS PLACARDING REQUIRED Code All exterior lighting Installed, replaced or PLUMBER CERTIFICATIOi', repaired shall confor-D. ON LEAD CONTENT BEFOR' to Chapter 172 CERTIFICATE OF OCCUPAN( Of the Town Coo, SOLDER USED IN KIATL=F SUPPLY SYSTEM CAAI f r EXCEED 2/10 OF 1'3/- PLUMBING '/PLUMPING Blower door ALL PLUMBING W[--r and ductwork &WATER LINES N TESTING BEFORE CC testing required. Must provide Manuals D, J and 3 as per NYS Energy Code A55 EV I AT ONS : A/G AIR CONDITIONER ACT ACOUSTICAL TITLE AD AREA DRAIN ADJ ADJACENT ct ADJUST ADJUSTABLE AFF ABOVE FINISH FLOOR r--� ALUM ALUMINUM APT APARTMENT �- ATTEN ATTENUATION BRD BOARD �I Ah-p-ROP. TOP OF ROOF BLDG BUILDING ELEVATION-4-1.5V BR BEDROOM BPP BUILDING POWEIR PANEL ® Q to GAB CABINET41 GEM GEMENT (n GER CERAMIC m GH CEILING HEIGHT �--I _ — - OT GJG G JOIST bGL GL05ETI G TILE K O -- — -- - GMU CONCRETE MASONRY UNIT fl- - =--_ - - — - ---- — GFM GUBIG FEET PER MINUTE O O CLS CEILING ---- - --- - ---- GO CLEANOUT lu O O 6 GOL COLUMN _ COMP COMPOSITEn/n/ m UL- - - - — GONG CONCRETE Q to � CONST DOG CONSTRUCTION DOCUMENTS > %O v 2 ASPHALT SHINGLES ANG CONT CONTINUOUS ('� dl COLOR AS SELECTED BY DA DROPPED ARCH ^ -� OWNER. DH DOUBLE HUNG ct v DIAM DIAMETER P. IST FL TOP PLATE DIM DIMENSION j-�(� �- 4X3 ALUMINUM GUTTER K/ b�J ELEVATION:52.0' 3X4 ALUMINUM LEADER TO DTL DETAIL -� BE SELECTED BY OWNER DWG DRAWING FASCIA BOARD ELEC ELECTRICAL W/VENTED SOFFIT ELEV ELEVATION CORNER TRIM AND COLOR EQ EQUAL EXI5T EXISTING O 11 D�11 11111:1 TO BE SELECTED. I � - � EXT EXTERIOR DECORATIVE WINDOW AND FCI FIRE GODS [E]TTINLET T TTTD DOOR TRIM AND COLOR TO FD FLOOR FRAIN BE SELECTED' FE FIRE EXTINGUISHER CABINET LJ J� IL LJL Ll � FFIRE HOSE VALVE Ll 11 LJ1 11 11 11 11 EXTERIOR WALL FF5PSG FIREPROOFED SELF-CLOSING PROP. FINISHED IST FL. _ — — — "TYVEK" OR EQUAL BUILDI NG WRAP GL 6LA55 ELEVATION: 23.0' 5/8" PLYWOOD SHEATHING Vx4" WOOD 5TUD5 ® I6" O.G. GALV GALVANIZED AVERAGE GRADE AROUND HOUSE SFI GROUND FAULT INTERRUPTOR ELEVATION:21.0' SWB GYPSUM WALL BOARD HO HOLLON CORE DECORATIVE COLUMN WRACHM HOLLOW ME AL OVER bXb WD POST. Z THIN BRICK VENEER FINISHES COLOR AND FINISHES AS AND COLOR AS SELECTED BY HMG HOUSING MAINTENANCE OWNER. BRICK VENEER TO BE IN5TALLED PER HR HOUR 5ELECTED BY OWNER. MANUFACTURER'S WRITTEN SPECIFICATIONS HT HEIGHT HVAC HEATING VENTILATION A/C Q HW HOT WATER -t ID IN5112E DIAMETER INC INCLUDING PROP. BASEMENT SLAB — — — — — — ` — — — — — _ I NSUL INSULATION - - -ELEVATION:15.511' - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - --� — — - INT INTERIOR LuQ LTL LINTEL MAS MASONRY ks) Luf=RCNT E:L.t=\/AT 1 ON MATL MATERIAL 1LJ to MATL MATERIAL MAX MAXIMUM u� MECH MECHANICAL to 50ALE: 1/4"=1'-O" MET METAL - MFR MENUFACTURER MIN MINIMUM MO MASONRY OPENING M5 MARBLE SADDLE '� v MTD MOUNTED v MTL METAL N NORTH DL NIG NOT IN CONTRACT NO NUMBER _ I NTS NOT TO SCALE Q ST O DRA�'I� I I X 6 5 OG ON CENTER OD OUTSIDE DIAMETER O OPENS OPENING J�✓ OFF OPPOSITE PL PROPERTY LINE PLA5 PLASTER -1 PLUMB PLUMBING w \ / PNL PANEL A - I : � O Y E SHEET PROP PROPERTY O PSI POUNDS PER SQUARE INCH Q PT PRESSURE TREATED Q PTD FAINTED - aT QUARRY TILE �I I I �I NOTES I R RISER A - 2 : G O N S T R U G T I O N NOTES � GEN�I ERAL O T E S REFR REFRIDGERATOIR REVISIONS ' I _ I REF REFERENCE B � LD I ` O SPEC IF IGATIO S REQ REVISIOD REV REVISION RD ROOF DRAIN RM ROOM RO ROUGH OPENING RTD RATED A - 5 : FOUNDATION PLAN S STOVE SOH SCHEDULE 5D SMOKE DETECTOR SEG SECTION //�� I I I I SF SQUARE FOOT A - 4 : FLOOR PLAN / PLUMBING RISER SPEC SPECIFICATION 5 SQUARE . � OF IAF SRO SINGLE ROOM OCCUPANCY I2� STL STEEL `� °� s : SECTIONS / DETAILS STRFRT STREET FRONT K N SUSP HT SUSPENDED HE I BHT T TREAD z r TO TERRACOTTA THK THICHNF-55 THRS FRM THROUGH FRAME A - & : ELEVATIONS TOG TOP OF CURB TYP TYPICAL UNFIN UNFINISHED VEST VESTIBULE DRAWN M. J. TjRN1=R VB VANITY BA51N SCALE: AS NOTED VCT VINYL COMPOSITE TILE A - � : ELEVATIONS VIF VERIFY IN FIELD Gw'D BY: W/ WITH DATE: 02/24/21 W/O WITHOUT WC WATER CLOSET SHEET NUMBER WD WOOD W/D WASHER /DRYER WIN WINDOW NO WALL OVEN WR WATER RESISTANT WWM WELDED WIRE MESH YD YARD DRAIN Jll .J 4 2021 .TOB ; D5G-21-0005 CLIMATIC&GEOGRAPHICAL DESIGN CRITERIA-2020 NEW YORK STATE RESIDENTIAL BUILDING CODE TABLE R301.2(1) Table 3.4A Rafter and,/or Ceiling Joest to Top Plate Latera[and Table 3.5A Top and Bottom Plate to stuff Lateral Connections Exposure B GENERAL NOTE5 SRCLM I WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM HINTER ICE SHIELD S I MPSON STRONG-TIE Shear Connection Requirements Exposure for Wind Loads 1' DESIGN Y- FLOOD AIR {Prescriptive AI1Finative to Table 3.5) LOAD 5 d TOPO6RAPHIG SPECIAL � HIND-BORNE ZONE m GA��g ,EATHERIN&aDEP ;b TERMITE C, TEMP.Ill ��� h SIN& STRAP-TIE HOLDOWN cPr�scripti�eAltern�tivetoTa�le3.4} �V) I. CONTRACTOR SHALL CHECK. AND VERIFY ALL CONDITIONS AT THE CONSTRUCTION 51TE BEFORE Mor�ATE 700-yr.Wind Speed T- 90 P.S.F. 150 M.P.H. YES 1,500 OR LESS B SEVERE 9'-0" II REQUIRED WA 5419 7Myr.Wind Speed HIO 115 120 1319 Sao 150 160 170 180 195 BEGINNING ANY PHYSICAL WORK. HE SHALL FAMILIARIZE HIMSELF WITH THE INTENT OF THESE TO�``/r 110 115 120 130 140 150 160 170 180T-2 s 3-second gust(mphj 3-second st m h Stud PLANS, SPECIFICATIONS AND ALL OTHER INFORMATION INCLUDING GOVERNING CODES, LAWS, FOR 511 I POUND PER SQUARE FOOT 0.04141 kPa,I MILE PER HOUR- 0.441 M/5 USE "SIMPSOi�I" Rafter Ceilin Joist 41fa1! Number of Common Nails or 10d Box Nails oenailed Spacing WallHei ht ft R p :a ct ORDINANCES, ZONING AND REGULATIONS. g CT } g g t 1 Squired Number of I6d Common Nails or 44d Box Nails per Stud to Plate Connection `+ a.WEATHERING MAY REQUIRE A HIGHER STRENGTH CONCRETE OR GRADE OF MASONRY THAN NECESSARY TO SATISFY THE STRUCTURAL ori In, Height t,tE4 (in,) REQUIREMENTS OF THIS CODE.THE NEATHERIN&COLUMN SHALL BE FILLED IN WITH THE NEATHERIN&INDEX,'HE&LI6IBLE,' MODERATE OR STHD I O ; Required in Each Rafter and/or Ceiling Joist to Top plate Connection "SEVERE"FOR GONGRETE A5 DETERMINED FROM FIGURE RSOI.2i;5).THE&RADE OF MASONRY UNITS SHALL BE DETERMINED FROM ASTM G 54, a 2 2 2 2 2 2 2 2 2 2 T- G 55,G 62,G•75,G 410,G 1241,G 145,G 216 OR G 652. •.e .- HOLD DOWN 8 2 2 2 2 3 3 3 3 3 3 Lo 2 2 2 2 2 2 2 2 2 2 2. ALL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE RESIDENTIAL BUILDING CODE, THE b,THE FROST LINE DEPTH MAY REQUIRE DEEPER FOOTINC75 THAN INDICATED IN FI&JRE R405.IN.THE JURISDICTION SHALL FILL IN THE FROST r ° PORnON 10 2 2 2 z 3 3 3 3 3 ;� _ ; ' .2 - - LINE DEPTH COLUMN WITH THE MINIMUM DEPTH OF FOOTING BELOW FINISH&RADE. 2020 N.Y.S. ENERGY CONSERVATION CONSTRUCTION CODE AND ALL LOCAL CODES, RULES, 0.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE TO INDICATE THE NEED FOR PROTECTION DEPENDIN6 ON NWETHER THERE HAS BEEN 16 8 2 2 2 3 3 3 3 3 3 3 iz 14 2 2 2 2 2 2 2 2 2 3 ;:; It REGULATIONS AND ZONING ERVA A HISTORY OF LOCAL SUBTERRANEAN TERMITE DAMAGE. 10 2 2 2 3 3 3 3 3 3 4 16 2 2 2 2 2 2 2 d.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE WIND SPEED FROM THE BASIC HIND SPEED MAP[FIGURE R301.2(4)A}.HIND 2 2 3 m EXPOSURE GATE60RY SHALL BE DETERMINED ON A SITE-SPECIFIC,BA515 IN ACCORDANCE WITH SECTION R50L2.1.4. 24 8 3 3 3 4 5 5 5 5 5 5 18 2 2 2 2 2 2 2 2 3 3 III e.THE OUTDOOR DESIGN DRY-BULB TEMPERATURE SHALL BE SELECTED FROM THE COLUMNS OF 99-1/2 PERCENT VALUES FOR WINTER FROM 10 3 3 3 4 5 5 5 5 5 6 20 2 2 2 2 2 2 2 3 3 3 'i i M 3. IF, DURING THE COURSE OF CONSTRUCTION, A CONDITION EX15T5 WHIGH D15A6REES OR CONFLICTS APPENDIX D OF THE 2020 NEW YORK STATE RESIDENTIAL PLUMBING GORE.DEVIATIONS FROM THE APPENDIX D TEMPERATURES SHALL BE 1 Nrescripltive limits are based on assumptions in Table 3.4. U 2 2 2 2 2 2 2 2 2 2 PERMITTED TO REFLECT LOCAL CLIMATES OR LOCAL HEATHER EXPERIENCE AS DETERMINED BY THE BUILDING OFFICIAL. O WITH WHAT 15 INDICATED ON THESE PLANS AND SPECIFICATIONS, THE CONTRACTOR SHALL STOP F.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE SEISMIC,DE516N CATEGORY DETERMINED FROM SECTION 85012.2.1. ARr"" 2 When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter end ceiling joist Sha"i et u"I or ercetd 2 2 2 2 2 2 2 2 2 3 m THE JURI5DIGTl0N SHALL FILL IN THIS PART OF THE TABLE WITH(A)THE DATE OF THE JURISDICTION'S ENTRY INTO THE NATIONAL FLOOD the tabulated numb=_r of nails required. 12 z 2 2 3 3 WORK AND NOTIFY THE DE5I6NER/ARCHI TELT. SHOULD THE CONTRACTOR FAIL TO FOLLOW THIS g'INSURANCE PROGRAM(DATE OF ADOPTION OF THE FIRST CODE OR ORDINANCE FOR ANT OF FLOOD HAZARD AREAS),(B)THE DATES) 3 To avoid splitting,no more than 2 toenails shall be inaal`ed in each rale of a rafter or ceiling joist when fastened to a 2x4 ib ld 2 2 2 2 2 2 2 3 3 3 U '`� (h m �' PROCEDURE, AND CONTINUE WITH THE WORK, HE SHALL A55UME ALL RE5PON51BILITY AND LIABILITY OF THE FLOOD INSURANCE STUDY AND(G)THE PANEL NUMBERS AND DATES OF THE CURRENTLY EFFECTIVE FIRMS AND FBFMS OR OTHER U -� q) FLOOD HAZARD MAP ADOPTED BY THE AUTHORITY HAVING JURISDICTION,AS AMENDED. ' ">,.. op p op p 16 = 2 2 2 2 2 3 3 3 4 t fate or 3 toenails in each side when fastened to a 2xG t late, i� = M C ao•WN. ti'.--:r. m e 18 2 2 2 2 2 3 3 3 4 4 Q/ \I 7 ARISING THERE OF. h.IN AGGORDANCE WITH SECTIONS 8405.12,84105.451,841055.5.1,R41o5bs L,R41os.'f 5.l AND Rao58 5L,WHERE THERE HAS BEEN A R®AR , 3 a �eA}i~ 4 WF ere to plate-to-ridge heights exceed 10',til, shall be -ted as follows cENcni J ..t,,; P P g- they Ju HISTORY OF LOCAL DAMAGE FROM THE EFFECTS OF ICE DAMMING,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE HITH r.,•-. ��, I SCONE EAR 20 2 2 2 2 2 3 3 3 4 5 "YES.-OTHERHISE,THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE HITH'HIO." ..':...V.`)' t: um. /tz uw\ WaRI Height >g ;fy 6 2 2 2 2 2 2 2 3 3 3 {�. I.THE JURISDICTION SHALL FILL IN THIS PART OF THE TABLE WITH THE 100-YEAR RETURN PERIOD AIR FREEZING INDEX(BF-DAYS)FROM FIGURE 1\ /I � C 4. THESE DRAWINGS AND SPECIFICATIONS HAVE BEEN PREPARED BY THE DE5I6NER/ARGHITEGT AND 84055(2)oR FROM THE 100-YEAR(414 PERCENT)VALUE ON THE NATIONAL CLIMATIC DATA CENTER DATA TABLE 'AIR FREEZING INDEX-USANER TM So 2 2 2 2 2 3 3 3 4 O •• C Top Plate to Ridge,`' ` TO THE BEST OF H15 KNOWLEDGE AND BELIEF MEET THE REQUIREMENT5 OF THE N.Y.5. ENERGY J.THE JJRR15010METHOD TION SHALL FILL IN THIS PART OF THE TABLE WITH THE MEAN ANNUAL TEMPERATURE FROM THE NATIONAL CLIMATIC DATA CENTER Height(ft) �J11�'"e1tF�°r 24 14 2 2 2 2 3 3 4 a 4 5 • �� Z r � � CONSERVATION CONSTRUCTION GORE. DATA TABLE "AIR FREEZING INDEX-USA METHOD(BASE 52 DES F)." 10' 1.00 1-00 � O � LL U k IN ACCORDANCE NTH SECTION R501.2. 15,WHERE THERE 15 LOCAL HISTORICAL DATA DOCUMENTING STRUCTURAL DAMAGE TO BUIMNC75 DUE 15 2 2 2 3 3 3 4 4 c 5 TO TOPOGRAPHIC WIND SPEED-UP EFFECTS,THE JURI5DICTION SHALL FILL IN THIS PART OF THE TABLE HITH"YES."OTHERWISE,THE 15 1.15 1-25 18 2 2 2 3 3 4 4 5 5 6 !l l JURISDICTION SHALL INDICATE "NO" IN THIS PART OF THE TABLE. 20' 1-40 1-50 20 2 2 3 3 4 4 5 S 6 7 1V 0 'z till 5. CONTRACTOR SHALL EXERCISE GOOD JUDGEMENT IN ORDER TO MINIMIZE DAMAGE TO ANY EXISTING I. TN ACGORDANGE WITH FIGURE R5012(4)A,HHERE THERE 15 LOCAL HISTORICAL DATA DOGUMENTIN&UNUSUAL WIND CONDITIONS,THE 1 Presaiptivelimits are based anassumptions inTable 3.5- - 4' JJR15010TION SHALL FILL IN THIS PART OF THE TABLE WITH"YES"AND IDENTIFY ANY SPECIFIC REQUIREMENTS.OTHERWISE,THE JURISDICTION -1 z 0 C 2 Tabu'ated framing loads and connection requirements shall be permitted to be multiplied by 0.92 for iraming not located AREAS AND CONDITIONS. E�<15TING WORK DAMAGED A5 A RESULT OF NEW CONSTRUCTION SHALL BE SHALL INDICATE 'No• IN THIS PART of THE TABLE. Table 3.1 Nailing Schedule within 8feetofcomers. (� O O a M. IN AGGORDANCE HITH SECTION R5012L2.1,THE JURISDICTION SHALL INDICATE THE WIND-BORNE DEBRIS WIND ZONEW.OTHERHISE,THE 2018 WFCM (-t (:) RESTORED TO THEIR ORIGINAL CONDITION, AT NO ADDITIONAL 005T TO THE OWNER. JURISDICTION SHALL INDICATE "No' IN THIS PART OF THE TABLE. () I-" Number of Numbtr o! Q ' Joint Description team-on Nails Box Hairs Nail Spacing 6. DO NOT SCALE DRAWING5, ;WRITTEN DIMENSIONS SUPERSEDE SCALED DIMENSIONS. (N.T.5.) REFERENCE STANDARD FOR DESIGN OF STRUCTURE Table 3.6 Ridge Connection RequirementsblyDL Wind Exposure � � O ROOF FRAMING Top { ] (seeT:he3.4A) (seeTa7le3AAl "errafter (i?eadLoadAS.stsnptfon5: RttofAssentbhrDL=iClpsfl �0 Rafter to To Piste Tornaled 1) AMERICAN FOREST AND PAPER ASSOCIATION(AF 4 PA) 2018 EDITION Ceiling JoisttoTcpPlate{roe-haled] (seeTab+e3.6Ai (seeT2ble3AA! perjoist /`4 -1. DESIGNER/ARCHITECT HAS NOT BEEN RETAINED FOR ON 51TE INSPECTION OR OBSERVATION OF WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND TWO FAMILY DWELLINGS. Ceiling Joist toPeratlelRxrter(Face-nalrdl IseeTable39A) (me Table 3.941 each 120 -sero Wind Speed ^ � m'it Ceiling Jarttaps over Partitions(Fam-nailed) (seeT:tite3.9A) (xeTable394I t;64 ilp 3-second 110 115 124 13i! 34Q 250 164 1]0 164 195 ct 7a�! V CONSTRUCTION. R501.4 DEAD LOAD. THE ACTUAL WEIGHTS OF MATERIALS AND ® T-T Collor Tie to Rafter(Face-nioled] (2e Table 3.61 (z,vTable3.S pr,tie Roof Span t o DESIGN LOADS: GON5TRUGTION SHALL BE USED FOR DETERMINING DEAD LOAD Blocking to Rafter(Toe-naBedl 2-Bc 2-10d each end Roof Pitch Required Capacity of Ridge Connection(ptf) WITH CONSIDERATION FOR THE DEAD LOAD OF FIXED SERVICE Rim Board to Rafter lEnd-riei ed) iP 2-16d 61 3-I6d each end (ft] �n `, S. DRAWINGS AND SPECIFICATIONS A5 INSTRUMENTS OF SERVICE ARE AND SHALL REMAIN THE PROPERTY FLOOR EQUIPMENT. WAEL FRAMING 12 77 91 105 135 159 205 243 284 327 387 W�f 8501.5 LIVE LOAD. THE MINIMUM UNIFORMLY DISTRIBUTED LIVE , Endwall op °P (Face•naledl 2-16e 2-15d' pe-foot 16 103 121 111 18'_ 226 27d 325 379 436 529 1�''1 OF THE DESIGNER/ARCHITEC:T WHETHER THE PROJECT FOR WHIGH THEY ARE MADE 15 EXECUTED OR NOT. LIVE LOAD 40 lb. : • • T PlPlates atltrytvxxctiore (Face-retied) 4-166 5-Sfid THEY ARE NOT TO BE USED ON ANY OTHER PROJECTS OR SITES OR EXTENSIONS AND EXPANSIONS TO DEAD LOAD 10 Ib. LOAD SHALL BE AS PROVIDED IN TABLE 83015. • : Corner stud StudtoStud(Facr led) 2-16d 2-16d 'an 24'O.Cs 3:12 3d I" 192 211 222 359 342 io 397 56� 5 cc 79* • TABLE 8501.5 Header to Heeder(Fxe-nailed} 15d led 16'o.c.aio"6edges 28 100 212 '_'46 alit 395 479 56S E63 76? 92 TH15 PROJECT EXCEPT BY WRITTEN AGREEMENT ALONG WITH APPROPRIATE COMPENSATION TO TH15 TOTAL LOAD = 50 lb. MIMIMUM UNIFORMLY DISTRIBUTED LIVE LOADS Holddown • a a connected to Top or bottom Plate to Stud(Fnd-Haled) (meeT:'6k 3 SQ4 (sae 7a41r 3 SAI perstud 32 206 243 2E1 363 452 Sal 649 75i! 873 107 ARCHITECT. ROOF (IN POUN05 PER SQUARE FOOT) • : transfer shear BattomPletetaRocrjoit,Bandjoirt,Endjaist 2-Sbt!'t I-i6d r per loot 36 231 273 316 1949 Sn 616 730 852 462 1190 LIVE • • orVocking(race-miied9 32 65 77 E8 113 139 169 199 231 266 321 &ROUND SNOW LOAD 45 lb. USE a 2-16d Common 16 87 Sot Ila 150 366 224 265 30C 354 426 V Q. WHERE J015T HANGERS OR STEEL FRAME CARRIERS ARE USED AND WHERE "TECO" TYPE CONNECTORS DEAD LOAD 10 Ib. LOADI tt ROORFRQMIraCa c ' WIND LOAD 10 1b. halls at 6 o.C.. loisttoStll,Top PlatrorGirder(Tor•na,ledl 4-'-c 4-10d pe*joist � 104. � 128 137 1S8 .232 230 331 3°5 .443 ,.536 `r"'1 OR GUSSETS ARE GALLED FOR ON THESE DRAWING5, ONLY FASTENERS RECOMMENDED BY THE UNINHABITABLE ATTICS WITHOUT STORAGE b 10 &id&gtoJoist(Toe-nailed] 2-Si' 2_1Dd eacha,d 112 24 I31 153 176 22E 279 335 397 463 532 &t3 SEISMIC UNINHABITABLE ATTICS WITH LIMITED STORAGE b,g 20 2) a alockingtoJoist(Toe-naiiled) 2-Ed 2-10d each"d 28 153 i79 20F 263 375 302 A64 540 S20 7750 MANUFACTURER ARE TO BE USED. HABITABLE ATTICS 4 ATTICS SERVED WITH FIXED STAIRS 50 � 4 • Biocidrig to sdlorTo New d) CATEGORY °G" EXEMPT p (Toe+ia6e 3-11x:' 4-16d each bloc 32 174 204 235 941 372 446 534 fill 703 857 BASED ON RESIDENTIAL BALCONIES(EXTERIOR) AND DECKS a 40 Ledger S,riptoBeam(Face-nailed] 3-16d 41fid eachjdst 36 196 230 2E1 338 418 504 595 694 7'97 953 (:) GORE O "NEW YORK STATE" FIRE ESCAPES 40 Joist an ledger to$eem(roe-nailed] 3-8d 3-1W pe-joist 10. PROVIDE A STORM DRAINAGE SYSTEM FOR ALL ROOFS AND PAVED AREAS. &UARDRAILS AND HANDRAILS d 200 h Bend Joist toJoht(Errdy ed) 3-167 4-16d perjo;:t 12 51 60 69 es 149 132 156 132 249 253 SECTION 850122 (SEISMIC, &UARDRAILS IN-FILL COMPONENTS f 50h < � BandloisttoSilorT°pPlate(Toe-nailed} 2-i6t'i 3-164 perfect 16 6II 80 92 118 146 175 209 242 279 337 PROVISIONS) PASSENGER VEHICLES&ARA6E5 a 500 ROCIFSMTHING 20 V5 144 i15 147 ire 220 zea 3103 Sae 421 ROOMS OTHER THAN SLEEPING ROOMS 40 5:17 24 142 219 1319 177 219 253 312 364 42C, 5�6 II. TH15 DESIGNER/ARGHITEGT 'HALL NOT BE RESPONSIBLE FOR CONSTRUCTION MEANS 1VagonalBoar Sheaths be 1410 i cTabic9.w) 5LEEPIN6 ROOMS 30 Diagonal Board Sheathing 28 119 139 161 24E 255 304 369 423 1963 =94 METHODS, TECHNIQUES, 5EQUENCE5 AND PROCEDURES EMPLOYED BY CONTRACTORS IN THE STAIRS 40 G 1"x6"orl"x6" 2-6d 2-SD6 per saapa't 32 136 159 SEA 235 292 352 416 485 557 674 PERFORMANCE OF THEIR VOW, AND SHALL NOT BE RESPON51BLE FOR THE FAILURE OF ANY WINDOW NOTES: I-x1C-wwider 3-fid 3144 persuppart 36 153 179 247 P65 3'_B 396 469 545 627 750 i A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000-POUND LOAD APPLIED OVER A [flu•f�'SH°AIRING GONTRAGTOR TO CARRY OUT WORK IN ACCORDANCE WITH H15 CONTRACT WITH THE OWNER. 2O�1J BITABLE" °` 16 63 ss 63 81 99 119 IRS iia 136 227 B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS NOT Gtpsum W dFbomd 519!coolers So 10010 er. 7'•eCge/i0'felt 16 63 719 85 138 133 ±59 169 218 254 302 } AND IN ACCORDANCE WITH THESE PLANS AND SPECIFICATIONS. MORE THAN 42 INCHES,OR WHERE THERE ARE NOT THO OR MORE ADJACENT TRUSSES NTH HED GONFI&URATIONS WA,tS14EATH!NG 20 79 a. IrA 155 156 1" 2?• ' 373 313 , , Z CAPABLE OF ACCOMMODATING AN ASSUMED RECTAN6LE 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR&BEATER, 1. ALL WINDOWS 51ZE5 ON PLANS WERE TAKEN FROM wr�d Structural Panr6 Ed iod (ee Table 3.11) WITHIN THE PLAN OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO AGT GONGURRENTLY WITH ANY OTHER LIVE 612 219 9T I±± 127 15z 199 239 222 327 37E 1953 LOADREQUIREMENT5, "ANDERSEN" WINDOW CATALOG UNLESS OTHERWISE StnscturalFiberhoardPanels 28 1±1 129 145 1cu 232 279 329 3?2 436 529 G. INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY 0151RIBUTED LIVE LOAD OR A 500-POUND 1/2" 1I e.galy.roo'Fmr aal - 3'e,te f fi'find 32 127 168 169 215 265 319 376 436 541 EA5 Iu CONCENTRATED LOAD ACTING OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE 6RFATER STRESW:S. NOTED. SHALL BE 400 SERIES DOUBLE HUNG, 10.120-•1-ItZ-,ong"7/16'+ieadi D. A 51N&LE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. "HIGH-PERFORMANCE" LOW-E4 SUN WINDOW" WITH 25/32' 11:7-,y. reeFnEnae - 3'ecgef6"find 12 199 155 62 74 o 112 132 491 1765 60 Z) U) E. SEE SECTION R501.I FOR DECKS ATTACHED TO EXTERIOR WALLS. Z GON5TRUGTI ON NO TE5 F. GUARD INFILL COMPONENTS(ALL THOSE EXCEPT TIE HANDRAIQ,BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO U-VALUE OF 0.28, AND SOLAR HEAT GAIN (o120"s5-3/»'lo^5x3"T,heac; / \ J-J ct /18-1 .1 oo / PORCH U ___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ // : \\ `$6 UNEXCAVATED ° \ O — =` c —i r L— — — — — — — — — — — — — — — — — — — -i L — — — — — — — — — — — / \ \ Z / y.�C C - - - - - - - - -- - - - - - - - - - - - - - - - - - � I�_q�� I'_6�� 1 ._6.. /� / �>;DK rJ 10 4.3 - - - - - -°- - - - - - - - - - - - - - JU UNEXCAVATED / ,, FOUNDATION WALL W/ -' 1 i � / ��, 'co 1 #5 REBAR 24" 0.0 HORIZONTALLY I t- - - - - - - - - - - - - - - - - - - - - - - - - - �/ • /� `�6 > 1 AND VERTICALLY ON I6"x5" DEEP I , O P. GONG. FTG. - - - - - - - - - - - - - - - - - - - - - - - - - - - +// �0 / / I 2"� bjO I I v 221-1011 �? 21 _62 c4,, I ( I-„/2" F- / 1 1/2» W. LAV. 10 N /s,, j 1 O Illi 45 rl/2� �y o O �j` < Ct N 1 1 x N x = O BA5EMENT11 Qf NEW 4 P.G. SLAB REINF. W/ x 6x6-W1.4xW1.4 W.W.M. ON WELL x - � /�� 4" VTR. 1 COMPACTED POROUS FILL 1 I s \\ ° \\ `�(o A,, I 4" VTR. 1 4" DIA. STD. + \ \ R� a I WT. 5TL. COL. ON 50" x 50" x 15" DP IIII \�/ �2" P. GONG. FTG. ►III // (� I \ 1 _ _ _ _ _ — �� \\ / �1 1 2" �2" I I 2"J I 1 Lu 72" BUILDING LINE 1 F —I n n F - - 7 n u \�'. / . 1' / I 1 1 1/2" 1 1/2"11 1 11 1/2» 2»� SINK lL 5 I- /4 x II--1/5 LVL G R--. _ _ _ (3) _ �+ �o / \�� LAV. 1 LAV. I 1 LAV. I LAV. W.M. � � I 1 M-3/4 x I /5 LVL G1� 1 `� / / r `l 1 I (5) 1-5/4"x 11-7/5" LVL G IDR. I I (5)11-5/4"x L - - J L - - J L . II-�/5 LVL GI�LR_ — J L — % 1�,� // :// D.W. _ 1 i i i i i i i i �\ `� /2» \-ov1eR 1 to 1 1/2" 2- --s2/4"x " 4" FAI 6 -1— s� / \ 2» %n I I 4 10 -O v 10 -O 10 -O 4 �, \� / c.o. 4" = 5" P. GONG. �+ / / \\ \\ �9% 5" P. GONG. 4" 4" SANITARY STEM V FOUNDATION WALL W/ '-- - _ #5 REBAR 24" O.G HORIZONTALLY O RETAINING W?.LL • � 11.1 _ '8% �\ DK ,/ %' \ \ \\ ON 16"x5" DEEP 4" H. TRAP Q 1 TJI-560 x II-7/5" @ 16" O.G. AND VERTICALLY ON 16"x8" DEEP - �d \\ / >' <C \ \ \ P. GONG. FTG. r P. GONG. FTG. � .� - - - - - - - - FLUM51 N5 RISER D I ARAM N.T.S. - - - - - � \ / / v ,o Z 1 a I N e)" P. GONG. _ —`—p J PORCH <`<' FOUNDATION WALL W/ / \ _ UNEXCAVATED 1 #5 REBAR 24" O.G HORIZONTALLY I �-I� \ \ / / ,'. ° \ � \ (� AND VERTICALLY ON 16"x5" DEEP I ici \\` \ / / <� '' /' \ \\ �`: O O P. GONG. FTG. I / LL • I.� � —� — —— — — — — — \ //• ' / ENERGY NOTES \ `o / I. ALL CONSTRUCTION SHALL COMPLY WITH THE 2020 NEW YORK STATE ENERGY CONSERVATION J • .® ® \ // / CONSTRUCTION CODE. THE AUTHORITY HAVING JURISDICTION SHALL BE PERMITTED TO DETERMINE AN ENERGY N EFFICIENCY PROGRAM IN EXCEED THE ENERGY EFFICIENCY REQUIRED BY THIS CODE. —1 TJI-560 x 11-7/5" ® 16" O.G. r-- - w / \� / 2. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER AND POSTED AN A WALL IN 'THE SPACE 1 I I 1 — — — — — — — — — — I \ WHERE THE FURNACE 15 LOCATED, CERTIFICATE SHALL COMPLY WITH IRO N1101.14 1 5 -611 10 -4" 1 ° ° 1 _ 5�-8�� 8�� q -64 a� 6 -22 / , 2_GA� \\ ;\\ 3. ATTIC OR CRAWL SPACE ACCESS SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT 0 \ \ TO THE INSULATION OF THE SURROUNDING SURFACES. O 1 1 I I -' //° // GARAGF — L_ — — — — — — I I r ��\ / / \\ \ 4. INSTALLATION - THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE SHALL BE INSTALLED IN I I / UNEXCAVATED / ACCORDANCE WITH THE CRITERIA LISTED IN TABLE 402.4.1.1 WHERE REQUIRED BY CODE OFFICIAL, AN y ° ' I I / / / / APPROVED THIRD PARTY SHALL INSPECT ALL COMPONENTS AND VERIFY COMPLIANCE. -- - - - - - - - - - - - -- - - - -� I / / p / ° • / REV1510N5 / / 5. TESTING - BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED HAVING LESS THAN OR EQUAL TO 3 i\ `o // // ACH50 IN CZ 4A, 5, bA. TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. — — — — — — — — — — — — — \ _ \ ,/ b. DUCTS - SUPPLY AND RETURN DUCTS IN ATTIC SHALL BE INSULATED TO A MINIMUM OF R-5 @ 3" OR GREATER IN DIAMETER, AND R-b @ DUCTS LESS THAN 3" IN DIAMETER. \ \\\ ,,p 'o bA. DUCT SEALING - DUCTS, AIR HANDLERS AND FILLER BOXES SHALL BE SEALED. \\\ \\ 7. DUCT TESTING - DUCTS SHALL BE PRESSURE TESTED TO DETERMINE AIR LEAKAGE BY AN APPROVED THIRD PARTY. \p , °• • // 5. BUILDING CAVITIES SHALL NOT BE USED AS DUCTS OR PLENUMS. \ �\\ //• : // Q. MECHANICAL SYSTEM PIPING INSULATION CARRYING FLUIDS > 105 F DEGREES OR < 55 F DEGREES SHALL BE OF NF \ / / INSULATED WITH R-3 MINIMUM. EEC 10. MECHANICAL VENTILATION - SHALL MEET THE REQUIREMENTS OF THE IRC / IMG. ;., ;' 11. EQUIPMENT ALONG - PER ALGA MANUAL S, BASED ON LOADS CALCULATED PER ALGA MANUAL J AS rrii AW_ ' PROVIDED BY A THIRD PARTY HERS RATER. Z N� 12. LIGHTING - A MINIMUM OF 75`� OF PERMANENTLY INSTALLED FIXTURES MUST HAVE HIGH-EFFIGEGY LAMPS. // .•// \\ ,/ 13. ALL HVAC, PLUMBING 4 HIECLDCOL 5Y5TEM5 SHALL MEET THE IRO GHAPFM 11 ENERGY EFFICIENCY, 2020 �SSIO P� NEW YORK STATE RESIDENTIAL BUILDING MECHANICAL CODE, 2020 NEW YORK STATE RESIDENTIAL BUILDING \ / ENERGY CONSERVATION CODE. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO SUBMIT IN DETAIL THE DESIGN, CALCULATIONS, DRAWINGS, WRITTEN STATEMENTS OF THE MECHANICAL, AIR CONDITIONING, DRAWN BY: J. TURNER VENTILATION. HEATING SYSTEMS ( NEN, EXISTING OR UPGRADED) STAMPED BY A PROFESSIONAL ENGINEER IF REQUIRED BY THE OWNER OR BUILDING DEPT SCALE: A5 NOTED FIRST FLOOR AREA: 2,IQ1 50. FT. GHK'D BY: \ / �/0 14. ADDITIONS, ALTERATIONS OR RENOVATION: SHALL COMPLY WITH IECC 2015 UNALTERED PORTIONS OF THE GARAGE FLOOR AREA: '717 50. FT. EXISTING BUILDING IS NOT REQUIRED TO COMPLY WITH THIS CODE. DATE: 02/24/21 SCREEN PORCH AREA: 15-1 50. FT. FRONT PORCH AREA: 150 50. FT. 15. MINIMUM ONE PROGRAMMABLE THERMOSTAT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND SHEET NUMBER COOLING SYSTEM IN ACCORDANCE WITH SECTION N1103 CONTROL SYSTEMS. 'FIRST ��� F FLAN REAR PORCH AREA: 170 SQ. FT.I Ib. ALL EXTERIOR WALL/FLOOR/CEILING JOISTS SHALL BE AIR SEALED AND INSULATED IN ACCORDANCE WITH 0 �. TABLE R402.4.1.1. APPLY A FRESH BEAD OF CAULK TO THE TOP AND BOTTOM PLATE IMMEDIATLY PRIOR IN SCALE: I/4"=I'-O" SSI% INSTALLING INTERIOR GYPSUM WAIL BOARD. JOB #: DDG-21-0005 C, 5ct ,,0 4--J p in m 23._6 1,_8„ \/� Xo m ..� 0 tr a'-2" 3'-8" 8'-II" r4 8'-II" a'-114" /y`� ry 3070PORCH DK m 43 C) �P/ATHEDRAL 2 x 0 6 RD R 2 x 0 6 RD R 2 x 0 GD „ \ �/ CEILING) /o' LL i z O O t -�' Lu TN2556 TN5046 TW3046 m - ,�� '�`�, Q O O 3 G 41 — 3�_a � 5'-a ' 13'_6” PORCH �%j''Y 3/>0 /' Q - - - - - - - - - - - - - '� DINING /' 6 o ROOM 'a` ,' A � �` I Q _ _ _ __ _ _ _ — FWG6070 FWG6070 / -� r � $ / a' o ss�•d CCS m 'u v� MASTER 1► I ., I i /6 ,STH $ I I I I I o 01 ��` \\ /' /' d • MA5TER 1 I I I / �� p�' ,.0 \ / U �Ci sD 4-J /' �0 CCS 2868 w to SD 0 N _3 PKT �' - - - - - - - - - ( –Id GREAT O / 6 Sr — - - - - - - �- - - - - - - - - I • KITCHEN / os / 6 \❑. sD (CATHEDRAL `• ' ,� , \/O LIN. o 1 ! W.I .G. I ti°� I = I I ' ❑ 0 6� \ ,/,, A*- lip, / +/ - -- - - - -.:� � 4 /� D� ��- \ �.,, / oc •.� •vim ,/ \> 77 12 p UA @) sD ,,jjc ❑ i 2. x 10" G.J. ® I6" O.G. OFFICE /6 � 0 r-o Co � IQ _ r DATH2 w � 0 / \ ❑ rj► o III r — \0 v I MUD O o sD � � �'� n , � � •�!� ROOM ,, o ' o� �' �R'' //�\ / � O fiLu z 2870 ° PORG O,o\\ <) ,,ro �21 10 4 2 J�'QO.�h \ / / // / b< 6, SECOND FLOOR AREA: 542 5Q. FT. i _ ❑ I SD (3)2 x10 GDR (3)2 x I GIIf DK SGONZ� LOOR PSN" B Dfi� OM T �v1 #11 o DK 60 3070 SCALE: 1/4"=I'-O" (GATHEbRAL6 CEILI G) 6'-��� 311 61-34 � �` Ra05.1.2 ICE BARRIERS. N.I•G• ° I / IN AREAS WHERE THERE HAS BEEN A HISTORY OF ICE FORMING ALONG THE EAVES GAUSIN6 A BACKUP OF ,yon I �� ,,\\ >� WATER AS DESIGNATED IN TABLE R301 .2(i), AN ICE BARRIER SHALL BE INSTALLED FOR ASPHALT SHINGLES, -2 II -�O $ METAL ROOF SHINGLES, MINERAL-SURFACED ROLL ROOFING, SLATE AND SLATE-TYPE 5HINGLES, WOOD SHINGLES I 60 2-C�j� ❑ AND WOOD SHAKES. THE ICE BARRIER SHALL CONSIST OF NOT FEWER THAN TWO LAYERS OF UNDERLAYMENT +.13r" GARAGE �O CEMENTED TOGETHER, OR A SELF-ADHERING POLYMER-MODIFIED BITUMEN SHEET SHALL BE USED IN PLACE OF REVISIONS TW2 36 I �'fi NORMAL UNDERLAYMENT AND EXTEND FROM THE LOWEST EDGE5 OF ALL ROOF SURFACES TO A POINT NOT LESS THAN 24 INCHES (610 MM) IN51DE THE EXTERIOR WALL LINE OF THE BUILDING. ON ROOFS WITH SLOPE EQUAL TO TA5046-2 OR GREATER THAN 8 UNITS VERTICAL IN 12 UNITS HORIZONTAL, THE ICE BARRIER SHALL AL50 BE ,APPLIED NOT LESS THAN 56 INCHES (c114 MM) MEASURED ALONG THE ROOF SLOPE FROM THE SAVE EDGE OF THE BUILDIN(5. cfJ 2 2'-Q" _i , EXCEPTION: DETACHED A0CE55ORY STRUCTURES NOT CONTAINING CONDITIONED FLOOR AREA. I I '-a" `/O,, 900 + \�� R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT REOUIRED ELSEWHERE IN THI5 CODE TO BE FIRE-RESISTANCE RATED, SHALL � BE PROVIDED WITH A `12-INCH (12.-1 MM) GYPSUM WALL-BOARD MEMBRANE, 5/8-INCH (16 MM) WOOD STRUCTURAL 1-71-211 "qG� PANEL MEMBRANE, OR F-OUIVALENT ON THE UNDERSIDE OF THE FLOOR FRAMING MEMBER. PENETRATIONS OR OPENINGS FOR DUCTS, VENTS, ELECTRICAL OUTLETS, LIGHTING, DEVICES, LUMINAIRES, WIRES, SPEAKERS, moo DRAINAGE, PIPING AND SIMILAR OPENINGS OR PENETRATIONS SHALL BE PERMITTED. OF NEt, IPR (o EXCEPTIONS: I. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY AN AUTOMATIC SPRINKLER O'' SYSTEM IN ACCORDANCE WITH SECTION P2a04, NFPA 13D, OR OTHER APPROVED EQUIVALENT 8,, 9 +, \� �,� SPRINKLER SYSTEM. OG , (o 2. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A CRAWL SPACE NOT INTENDED FOR STORAGE OR �.� $ FUEL-FIRED APPLIANCES. � �p 3. PORTIONS OF FLOOR A55EMBLIES SHALL BE PERMITTED TO BE UNPROTECTED WHERE COMPLYING DRAWN BY: TURNER 6`00'. WITH THE FOLLOWING: SG#LE: AS NOTED FIRST FLOOR AREA: 2,201 50. FT. O,, 3.1. THE AGGREGATE AREA OF THE UNPROTECTED PORTIONS GHK'D BY: GARAGE FLOOR AREA: '11q 50. FT. DOES NOT EXCEED 50 SQUARE FEET (7.4 M2) PER STORY DATE: 02/24/21 SCREEN PORCH AREA: 18'1 50. FT. ',0 3.2. FIREBLOCKING IN ACCORDANCE WITH SECTION SHEET NUMBER FRONT PORCH AREA: 150 50. FT. Q) R302. 11.1 IS INSTALLED ALONG THE PERIMETER OF THE EAR PORCH AREA: 110 S0. FT. UNPROTECTED PORTION TO SEPARATE THE UNPROTECTEDFIR5TFLOOR LA PORTION FROM THE REMAINDER OF THE FLOOR ASSEMBLY. Z—= 50ALE: 1/4"=1'-0" 4. WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.5 MM BY 254 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. JOB #: 550-21-0005 RIDGE BEAM ® EA. RAFTER C!� ASPHALT SHINGLES 4--) 15 # FELT PAPER INSTALL 1" RIGID INSULATION 1/2" GDX PLYWD. 5HEATHING ASPHALT 5HIN6LE5 CUT TO FIT BETWEEN THE 2"x12" R.R. ® 16" O.G. 15 # FELT PAPER ct RAFTERS. FOAM SEAL BOTH MANUFACTURED RECESSED LIGHT ENCLOSURE 1/2" GDX PLYWD. 5HEATHIN6 SIDES ALONG RAFTER WITH ATTIC INSULATION 2"x12" R.R. ® 16" O.G. EXPAND114G FOAM SEALANT. ATTIC TRUSS MAINTAIN EQUAL VENT SPACE ' ' ASPHALT SHINGLES , � ASPHALT SHINGLES � FOR LENGTH OF RIGID 15 # FELT PAPER , ' 15 # FELT PAPER I/2" GDX PLYWD. SHEATHING 1/2" GDX PLYWD. SHEATHING to INSULATION 2"x8" R.R. ® I6" O.G. 2"x8" R.R. ® 16" O.G. VENTED AIRSPACE 2"x6" G.J. @ 16" O.G. 2"x6" G.J. @ 16" o.C. tm c9 INSTALL 1" RIGID ATTIC INSULATION BEAD BOARD SOFFIT , ' R-30 BEAD BOARD SOFFIT INSULATION VERTICALLY 'TO _ HURRICANE CLIPS ,%� 2"x8" G.J. CONNECT INSULATING @ EA RAFTER @ 16" 0.o. �. SHEATHING TO RIGID = _ p INSULATION BAFFLE. — — (3) 2"x12" AGQ GIRDER FOAM SEAL BOTH — 3 O �s 2"x10" G.J. ® I6" O.C. ��' (3) 2"x12" AGQ GIRDER � � u- �- I/2 GYP 1/21, GYP JOINTS v LEXPANDING FOAM SEALANT AT PERIMETER BOARD BOARDju v CONTINUOUS BEAD OF SEALANT 6"x6" AGO POST EXTERIOR WALL A p p a LING - — — DRYWALL CEI W/ DECORATIVE - BOARD 4 BATTEN SIDING H m CONTINUOUS BEAD RECESSED LIGHTING FIXTURE COLUMN WRAP &REAT O1,ER °TYVEK° OR EQUAL BUILDING WRAP y ju OF SEALANT (5) PLACES ROOM 5/8" PLYWOOD 5HEATHIN6 2"x4" WOOD 5TUD5 @ 16" O.G. to 1 1/2" RIGID INSULATION AIR SEALING AT RECESSED LIGHTING IN ATTIC R-15 INSULATION m EXTERIOR INSULATED WALL3/4" T. 4 G. 1/2" GctYP. BD FIN15H Scale: 1 1/2 = 1 -0" SUB FLOORb.n 1" EXT. INSUL. SHEATHING AS ATTIC EAVE BAFFLE AND VENT TJI-560 x II-7/8" ® 16" O.G. W Scale: 1 1/2" = 1'-0" �- I N5UL. y--r ct BASEMENT O - ' R• � LYQ 8" P. GONG. 4" POURED GONG. SLAB (2) 2X6 AGQ SILL PLATE W/ FOUNDATION WALL W/ W/ 6" X 6" 10/10 WWF 5/8 DIA. STL. ANCHOR BOLTS 3'-0" O.G. MAX, CONT. TERMITE #5 REBAR 24" O.0 HORIZONTALLY i — — — — '.• SHIELD OVER SILL SEAL �ONI 'OU �Y � �� L J• AND VERTICALLY ON 16"x8" DEEP — — — - - — — —P. GONG. FTG. ' — �— — — (3) #5 BARS VAPOR BARRIER ON (3) #5 BARS 151 •87 — 6" POROUS FILL TYP. #5 BARS 30" x 30" x 15" DP z Ofi2M L � 6" O.G. BOTH WAYS P. GONG. FTG. Z �'9° 46' 50 , E_ — I SECTION IIA _ All 5 SCALE: 1/4"=1'-0" 00 - U.1 WINDOW UNIT AS v AIR BARRIER L VeLLI CONTINUOUS MINIMAL Q Q0 I W �;�'��/ I EXPANDING FOAM AT W WINDOW PERIMETER 1-3/4"x14" LVL HURRICANE STRAPPING Q CONTINUOUS BEAD RIDGE BEAM@ EA. RAFTER f= 0 15 OF SEALANT t-- / lo, CONTINUOUS BEAD OF ADHESIVE CONTINUOUS BEAD ASPHALT SHINGLES 0 , I —1 l 15 # FELT PAPER 2"x8" G.J. I6" O.G. Q 1— 34. 6 —1 OF SEALANT 1/2 GDX PLYWD. 5HEATHIN6 < 4 j� rbI� �O UO_ t�u 2"xl2" R.R. @ 16" O.G. -- - - - ASPHALT SHINGL ES IvL. Lu RC " " T PAPER � 24.16 PORCH RIDGE BEAM I/2� GDX PLYWD. 5HEATHIN61 20,60 (0. < K � 1L D- I 4 2"x8" R.R. ® I6" O.G. O O O I cv PROPOSED I z 0�o I 5'�-6.5" HIGH KNEE ��WALL -30 ilk I I/2 STORY .o, I 2x4 STUDS @ 16 O.G. 1 SUL. to RESIDENCEQ Q T- J CONTINUOUS BEAD O 551F.1=. EL 24,0' �� V Z (�/ W OF SEALANT R-15 BATT. INSUL. _ Z � � I < < O < I/2" GYP. BOARD FINISH \p lu � WQ —.I L � d� O LLI O Q I Q " _ ssa .FRONT '�Ss, ;''' ��3 I I CONCEPTUAL AIR SEALING STRATEGY PORCH O UPPER WALL SECTION _ O -A u- I 4 . 5' �. 3 I I cv R-3o s' - 11.67' ^a� �4,p� 40 Scale: 3/4" = 1'-0" -! IN5UL. Nil i sk SUB O G� I TJI-560 x W"F.J. ® 12" O.G. �2� REV1510N5 91, 16, 11 15, - - - -- - EXTERIOR WALL W I �� I R-30 I/2" TYPE "X" - ' ABOARD AND BATTEN SIDING — — — — — — — R 15 r - I �, —� I INSUL. GYP. BOARD _� _ �� _ �� TYVEK OR EQUAL BUILDING WRAP 313/4 XII � 8 FRONT YARD SETBACK � � O I INSUL. r 5/8" PLYWOOD 5HEATHING O \�\\ ��DRY�1 F- 1/2" �,'' 2"x4" WOOD STUDS 16" O.G. LVL GDR. ,r3u'I I r_j 1/2 GYP. BD FINISH MUD o a K 0 4 o I 2-GAR ROOM r _ \\ co d- o �O r '' . > ( cn G). 1 3/4" T. 4 G. ' C�ARAG o - �1, _ ' z � Q �i ��'� SUB FLOOR r '' 2X6 AGGt SILL PLATE W/ � UNEXCAVATED 5/8" DIA. 5TL. ANCHOR BOLTS of NFw 3-O O.G. MAX, CONT. TERMITE �fiP .�oFR yo TJI-560 x II-7/8 ® I6 O.G. SHIELD OVER SILL SEAL N 20°46'5D" W 150.00' — - - - - — — - - - - - - - - _ �m n °yam � VAPOR SANITARY AS DESIGNED BY OTHER. CP BARB ER 6" POROUS rL____ �(� 250 INSTALL PER 5.C.D.O.H. WRITTEN O FILL TYP. EXT'G EDGE OF PAVEMENT REGULATIONS. BASEMENT = (3) #5 BARS DRAWN BY: J. TVRICR x CLEARING TO CONSIST OF REMOVAL CONTINUOUS VU AS NO OF ALL SHRUBS AND DEBRIS TO ALLOW FOR NEW CONSTRUCTION. GHK'D BY: DATE: 02/24/21 'LOT PLAN (3) #5 BARS 51ST NUMBER CONTINUOUS SCALE: 1/4"=l'-O" hOB #: DDG-21-0005 PROP. TOP OF ROOF ELEVATION:4a.38' 10 _ Ile -- � m Ifl R mill I 2 ASPHALT SHINGLES ANDCOLOR - - OWNER.AS SELECTED BY Q PROP. 15T FL TOP PLATELl !ln ELEVATION:32.0' _ O 4X3 ALUMINUM &UTTER W/ N 3X4 ALUMINUM LEADER TO U) In BE SELECTED BY OWNER ON IX8 FASCIA BOARD W/VENTED SOFFIT �- C FD I I' 011111 ElCORNER TRIM AND COLOR 11 TO BE SELECTED. � 11 -- 0 0 ❑ DECORATIVE WINDOW AND (.44 ❑❑ DOOR TRIM AND COLOR TO BE SELECTED. tct PROP. FINISHED IST FL. - 011:11❑❑ EXTERIOR WALL ELEVATION: 23.0' - - -- - BOARD AND BATTEN 51DING n 5/5" PL" OR EQUAL BUILDING WRAP a LuJ❑El❑ 9@ 5/8" PLYWOOD SHEATHING ELEYATION:21.0' AVERAGE &RADE AROUND HOUSE 2 x4 WOOD STUDS ® I6 O.G. DECORATIVE COLUMN HRA= OVER 6X6 WD POST. COLOR AND FINISHES AS THIN BRICK VENEER FINISHES SELECTED BY OWNER. AND COLOR AS SELECTED BY OWNER. BRICK VENEER TO BE INSTALLED PER MANUFACTURER'S WRITTEN SPECIFICATIONS �- z PROP. BASEMENT SLAB — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FRONT ELEVATION I Lu0 50ALE: 1/4"=1'-O" z LuQ W 0) %J) PROP. TOP OF ROOF O (� -' - TION:4a.3a tu — � z ASPHALT SHIN&LE5 AND tu COLOR AS SELECTED BY OWNER. - — EXTERIOR WALL BOARD AND BATTEN 51DING "TYVEK" OR EQUAL BUILDING WRAP J - 5/8" PLYWOOD SHEATHING LINE OF CONGEALED 2"x4" WOOD STUDS ® 16" O.G. tutu ALUMINUM FLA5HIN&. 00 00 I 4X3 ALUMINUM GUTTER W/ !(1 3X4 ALUMINUM LEADER TO BE SELECTED BY OWNER REVISIONS 8 FASCIA BOARD �j PROP. 15T FL TOP PLATE ON 1X W/VENTED SOFFIT ELEVATION:33.0' CORNER TRIM AND COLOR TO BE SELECTED. lul �I ❑�❑ DECORATIVE G TIVE WINDOW AND FF7 DOOR TRIM AND COLOR TO F1]L===jJ � BE SELECTED. �' FI] PpFl PROP. FINISHED IST FL. EEVATION:23.0' F]� � c^� ^ O� AVERAGE &RADE AROUND HOUSE 1171 ELEVATION:21.0' 1111 Li N THIN BRICK VENEER FINISHE5 �A�Uo l AND COLOR AS SELECTED BYSSON OWNER. BRICK VENEER TO BE INSTALLED PER MANUFAGTURER15 WRITTEN SPECIFICATIONS DRAWN BY: J. TU6FNER SCALE: AS NOTEP BASEMENT SLAB ELEYATI — � - - - � - - ____ - - - - - - - - - GWD BY: DATE: 02 /24/21 SHEET NUMBER LEFT SIDE ELEVATION JOB #: DDC-21-0005 � PROP. TOP OF ROOF LEVATION:44.38' � m O m � - � m ASPHALT SHINGLES AND O COLOR AS SELECTED BY (� ) OWNER. ORD 4X3 ALUMINUM GUTTER W/ (� ~ m 3X4 ALUMINUM LEADER TO BE SELECTED BY OWNER JNLPRe`P. IST FL TOP PLATE ON 1X8 FASCIA BOARD In � PT VENTED SOFFIT (� LEVATION:55.0' �F-i r Vi CORNER TRIM AND COLOR ct TO BE SELECTED. �''�n DECORATIVE WINDOW AND _ _ DOOR TRIM AND COLOR TO }••� FW- Oj BE SELECTED. tT • 4-J STONE VENEER FINISHES SCREENS A5 :SELECTED BY �„H AND COLORS AS SELECTED OWNER. BY OWNER. STONE TO BE INSTALLED PER MANUFAGTURER'5 WRITTEN PROP. FINISHED IST FL. SPECIFICATIONS. O ELE7ATION:24.0' lr��9 I "J 11 ll_;l­_ I I I I I I I L 1 = 1 AVERAGE GRADE AROUND HOUSE ELEVATION:21.0' Z lu Q� — — — — PROP. BASEMENT SLAB ELEVATION:13.8a' J R 1 C HT 511:;)r- E Lu 0 50ALE: 7-10LuQ JU kn Z ok 1 lu z P. TOP OF ROOF ELEVATION:49.58' � v iL Q J ASPHALT 5HINOLE5 AND 0 �H COLOR AS SELECTED BY OWNER. 00 REVI510N5 4X3 ALUMINUM GUTTER W/ 3X4 ALUMINUM LEADER TO BE SELECTED BY OWNER ON 1X8 FASCIA BOARD W/VENTED SOFFIT CORNER TRIM AND COLOR TO BE SELECTED. SCREENS AS SELECTED B" OWNER. _ DECORATIVE WINDOW AND DOOR TRIM AND COLOR TO BE SELECTED. THIN BRICK VENEER FINISHES OF , III AND COLOR AS SELECTED BY 0OWNER. BRICK VENEER TO BE INSTALLED PER PROP. FINISHED IST FL. MANUFACTURER'S WRITTEN 5PEGIFIGATIONS r' --i ,A, � ELEVATION:24.0' t I I I I It DECORATIVE COLUMN WRAP L EXTERIOR WALL OVER 6X6 WD POST. BOARD AND BATTEN SIDING DRAWN BY: J. TLRRW COLOR AND FINISHES AS TYVEK OR EQUAL BUILDING WRAP SELECTED BY OWNER. 5/8" PLYWOOD SHEATHING SCALE: A5 NOTED 2"x4" WOOD STUDS ® 16" O.G. CHKb BY: DATE: 02/24/21 PROP. BASEMENT SLAB %EET NUMBER ELEVATION:15.641' REAR ELEVATION - JOB #: DDG-21-0005