Loading...
HomeMy WebLinkAbout51130-Z �o��pF SO(/ryo`O Town of Southold P.O. Box 1179 aoe 53095 Main Rd UNTr.� Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47071 Date: 05/19/2026 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1995 Pt Pleasant Rd Mattituck, NY 11952 S ecB lock/Lot: 114.4-7.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 06/21/2024 Pursuant to which Building Permit No. 51130 and dated: 08/28/2024 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 an unfinished basement, front covered porch, side deck, second . floor deck, and an attached garage as applied for. The certificate is issued to: Pt Pleasant Prop Mngmt LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-24-0185 4/23/2026 ELECTRICAL CERTIFICATE: 51130 1/13/2026 PLUMBERS CERTIFICATION: Oscar Zela a 4/19/2025 AuthUized Signature ��oFSaUrya TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT `� a4 SOUTHOLD, NY a BUILDING PERMIT (THIS PERMIT MUST RE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51130 Date: 08/28/2024 Permission is hereby granted to: Pt Pleasant Prop Mngmt LLC 1300 Veterans Memorial Hwy Ste 130 Hauppauge, NY 11788 To: Construct a new single-family dwelling to include HVAC systems as applied for perTrustees non- jurisdiction, DEC non-jurisdiction and SCHD approvals.Amended 12/22/25 to include deck. Premises Located at: 1995 Pt Pleasant Rd, Mattituck, NY 11952 SCTM# 114.1-7.1 Pursuant to application dated 06/21/2024 and approved by the Building Inspector. To expire on 08/29/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION, ELECTRICAL-FINAL, INSULATION, FIRE SAFETY INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL, Fees: SINGLE FAMILYDWELLING -ADDITION ORALTERATION $2,748.50 CO-NEW DWELLING $100.00 ELECTRIC SERVICE $100.00 ELECTRIC -Residential $200.00 Amendment Fee $40.00 Total $3,188.50 Building Inspector �o��oFsa�ryo� TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51130 Date: 08/28/2024 Permission is hereby granted to: Pt Pleasant Prop Mngmt LLC 1300 Veterans Memorial Hwy Ste 130 Hauppauge, NY To: Construct a new single-family dwellingto include HVAC systems as applied for per Trustees non-jurisdiction, DEC non-jurisdiction and SCHD approvals. t Premises Located at: 1995 Pt Pleasant Rd, Mattituck Section\Block\Lot# 114.4-7.1 Pursuant to application dated 06/21/2024 and approved by the Building Inspector. To expire on 08/29/2026. Contractors: Required Inspections: DRAINAGE, FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , ELECTRICAL- FINAL, INSULATION, FIRE SAFETY INSPECTION, FIRE RESISTANT CONSTRUCTION, FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $2,748.50 CO-NEW DWELLING $100.00 Total S2,848.50 Building Inspector o��pF SO(/l�ol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road N P.O.Box 1179 aQ Southold,New York 11971-0959 �Ii�com BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: PT Pleasant Mrgrnt Address: 1995 Point Pleasant Road city: Mattituck st: NY zip: 11952 Building Permit#: Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: High Speed Electric Services License No: ME-67805 SITE DETAILS Office Use Only Commercial Indoor X Basement X Service X Solar Residential X Outdoor X 1st Floor X Pool Battery Storage As-built Renovation 2nd Floor X Hot Tub EV Charger New X Addition Attic X Spa Generator Survey Mezzanine Garage Dock INVENTORY Service 1 ph X In-wall Heater Recpt 63 Ceiling Fixtures 8 Smoke Detectors 3 Pump Service 3 ph Hot Water 1 GFCI Recpt 11 Wall Fixtures 6 CO Detectors Heater Main Panel 200 A/C Condenser 2 Single Recpt RecessdFixtures 92 Combo Smoke/CO 3 Transformer Sub Panel A/C Blower 2 Range Recpt 1 Ceiling Fan 3 Heat Detectors 2 Salt Gen Transfer Switch 200 Mini Split Dryer Recpt 1 UC Lights 3 Fridge 1 AutoCover ARC Blower Heads Switches 63 Pucks Lights 4 Dishwasher 1 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 1 Garbage Disp. ARC/GFI ERV Exit Lights Bath Exhaust 4 Hood Dehumidifier Other Equipment: 1 cook top, 1 washer Notes: Inspector Signature: - Date: January 13, 2026 s pSUFFOI�-c i.. Town Ha11 Annex �� may` Z Telephone(631)765=1802 5437,5 Main Road �,. 1 - P;,O'.Box"I179 Southold,,NY 11971-0959 'BUILDINGbEPARTMENT TOWN',OF,So HOLD`' . ERTTTICATiON:' Building Permit No. (Alease;print). Pluinber: L/Sc lyo o (Please print): [`certify that the solder used in the.water.;spplily system contains_less.tl aii 2%l0 of,1%o,lead. p (Pltunliers Signature) Siwornao�Ueforc me this ;:j'� DANIEL,-21MMERMAN Notary.,Puhlic; Sll�� I� county: NOTARY,,PUBLIO-STATE OF NEW YORKI No.0.1 Z 10028676 ;Oualified'in Suffolk County_ My.commis-- h ExPires'08-16=2026. OF SO(/l�o� # . # TOWN OF SOUTHOLD BUILDING DEPT. "coum, 631-765-1802 I-NSPECTI-ON [ FO ATION 1 ST/ REBAR [ ] ROUGH PLBG. [. OUNDATION 2ND - [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: '�� �✓�/ W✓61 � DATE 10 — INSPECTO SOUjyo� 5 1 / 3 0 , 9 5 4 a # ILDING DEPT. TOWN OF SOUTHOLD BU cou o�y m,�� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [. ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: �V/�'.A� DATE / IS INSPECTOR hoy�00F 50pTyo� — - * # TOWN OF SOUTHOLD BUILDING .DEPT. °ycoutm,�a� 631-765-1802 INSPECTION * [ ] FOUNDATION 1 ST/ RESAR [ ] ROUGH PL13G. [ ] -FOUNDATION 2ND . [ ] INSULATION/CAULKING [ vi"FRAMING/STRAPP-M .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT:PENETRATION. [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: % I o . d� GaVP� ►oil ��- DATE o?= /•a INSPECTOR rg souryo TOWN OF SOUTHOLD BUILDING DEPT. utm, 631-765-1802 INSPECT ON ' [ ] FOUNDATION 1 ST/ REBAR [ ROUGH PLBG. [ .]7FUNDATION 2ND [ ] INSULATION/CAULKING [vi FRAMING /STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ° ] FIRE RESISTANT PENETRATION [ . ] ELECTRICAL (ROUGH) . [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ' ] RENTAL REMARKS: ove laa�(� A w� c s� G►��2f.�/L� a P� S�. � �2 0V r I�UV t�-ce'{, d V�-aw�v�S. iqA� vi kiet tiu,5, w4 . ' o el b o b" q DATE - . INSPECTOR SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. "rout+, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [. ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] :FIRE SAFETY INSPECTION [ ] FIRE,RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION el ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) CODE VIOLATION PRE C/O [ ] RENTAL REMARKS: A44 Ot y (2A DATE .�� - INSPECTOR SO(/T�° # TOWN OF SOUTHOLD BUILDING DEPT. 'gum, 631-765-1802 INSPECTION - [ ] FOUNDATION 1ST/ REBAR [ ] PNSULATIOWCAULKING GH PLBG. [ ] _ FOUNDATION 2ND [ [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE &-CHIMNEY [ ] .FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ]. ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 1pisvtg'borl OL . C 62l� out i A 5]-Ahe_ Oo-.e-- ..prR_r'&ik�k 1-D /l evlde I h Go K1.lo 4 a.0 ct Jv slouum2 cl oo-4 bc DATE ANSPECTOR Of SOUIyO # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION ' [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. ] - FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL 4 ] FIREPLACE&CHIMNEY [ ] -FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] ' FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: (Y!IgM c sw �� his l Q/ . Con�s{T2vc1_ !Sue S C� 77 s oa . 62r �,b/t ��r L si ale.. c/ . / e-a &cly, , ov waulg_, k5k.-Il V�kes oRA 5, e tle44 420,E �0 DATE INSPECTOR 71 C5// O ILDING DEPT. # # /47 TOWN OF BU 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY. [ ] FIRE SAFETY INSPECTION [ . ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [SQ ELECTRICAL (FINAL) [ ] .CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -fwo 6+0 OU5 0 } -ror r G G W006 Lock LAC+ OLA DATE �� -��1 - a-� INSPECTOR SOUIyOIo ✓/� �9F �TO SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION .1 ST/ REBAR [ ] ROUGH PLBG. [ ]. FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [�(J ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: I r� v DATE I a� INSPECTOR o��0FS0UTyol # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [_ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION . [ ] FIRE RESISTANT PENETRATION [ ] -ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) [ ] CODE.VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE 3 .,� INSPECTOR DAVID TURNER ARCHITECT P. C . uj L. V u I 2-26-26 F E B 2 7 2026 s�. Southold Department of Buildings Town Hall Annex Building 54375 Route 25 PO Box 1179 Southold, New York 11971 Re: 1995 Point Pleasant Road Transmittal Revisions to framing plans to show as-built changes as per request of the Building Department Inspector. cerel vid Turner 16162 366 WEST 30TH STREET, FIRST FLOOR • NEW YORE, N.Y. • 10001 PHONE: (212) 594-0840 AFFIDAVIT The State of New York ) ) S.S. County of Suffolk ) I,John T Black, of Mattituck, in Suffolk County, New York, MAKE OATH AND SAY THAT: 1. I John T Black am creating this Affidavit to confirm my residency at 1995 Point Pleasant Rd, Mattituck NY 11952 and to affirm that we will perform soil stabilization on this property. STATE OF NEW YORK COUNTY OF SUFFOLK (Signature) SUBSCRIBED AND SWORN TO BEFORE ME, John T Black on the_� day of J U Signature (Seal) NOTARY PUBLIC My Co m iss on expires: SADMAN SEYAMAKHTAR Notary Public.State of New York Reg.No.01AK0041558 Qualified in Suffolk County Commission Expires 09/12/2029 page 1 of 1 COUNTY OF SUFFOLK } h -p9y9 EDWARD P. ROMAINE SUFFOLK COUNTY EXECUTIVE DEPARTMENT OF HEALTH SERVICES GREGSON H. PIGOTT, MD, MPH Commissioner THOMAS O'DWYER April 30, 2025 PO BOX 1111 SETAUKET, NY 11733 1995 Point Pleasant Road R-24-0185 Inspection Completion Report THOMAS O'DWYER, The Office of Wastewater Management has performed an inspection of your site on 04/30/2025. The inspection of the Sewage Disposal System and/or Water supply, as required by the approved plans and permit conditions, has been completed and found to be acceptable. The review of the "Final Paperwork" may require the need for additional inspections. Please do not hesitate to call (631) 852-5700 with any questions. Regards, Office of Wastewater Management CC: JOHN BLACK DIVISION OF ENVIRONMENTAL QUALITY-OFFICE OF WASTEWATER MANAGEMENT lij 360 Yaphank Avenue,Suite 2C,Yaphank, NY 11980 w 7«xs"'c (631)852-5700 1 Fax(631)852-5755 Building Envelope and Duct Tightness Report 20181ECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 1995 Point Pleasant Road,Mattituck NY 11952 Test Date 12/10/2025 Building Permit#: Compliance Pathway Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Horne Energy Solutions NATE ID# 187 East Main Street ICC ID# Huntington,NY-11743 BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : Check if: Floor. Area Volume Conditioned Basement Basement 1830 12810 ❑Conditioned Crawl Space IA 1830 16470 �Sealed Attic nd 2 731 14699 *The conditioned floor area of dwelling is calculated in 3`d accordance with ANSI Z765,except that conditioned floor Attic 4530 area includes areas where the ceiling height is less than 5 Total Volume 48509 ft' CFM @50 pa 1267 Air changes/hr@50 pa 1.57 Code Compliance: Pass Duct Tightness: Post Construction Test-Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-3: Duct Location Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA Code Compliance: All building envelope tightness has been"verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by t 20 8 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: Date: 12/10/2025 Christophcr.Silviu; ;lrimc Energy Solutions ® Plus ThB N�7-BURN Intumescent Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION l __ No-Burn Plus ThB is an International Building,International W l'a. Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to high temperatures and flame,Plus ThB intumesces creating a char-barrier protecting treated substrates from fire. "-- - Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray PLUS ThEl =' �` M= WHME" polyurethane foam insulation,achieving the fire _ performance prescribed. w!; r ABOUT US No-Burn intumescent coatings provide the high- performance,code-compliant fire protection needed in = new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent PACKAGING/STORAGE coatings char and swell up to multiple times their original Pails: 5 gallons (19 L),58.5 lbs. thickness,which shields the substrate and significantly Drums: 55 gallon drum (208 L),net 45 gallons reduces its rate of combustion. (170 L) 586.5 lbs. Designed with the professional in mind,our simple one- Shelf Life: 12 months in unopened sealed containers, coat spray application achieves the code compliance you properly stored need with a water-based,low VOC emission formula, Storage: 40OF(4°C) -90°F(32°C) available in white and tinted coloring. Best Practices for Safe Handling&Storage PLUS ThB PRODUCT SPECIFICATIONS Code Requirement Compliance Color: White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER-305,TER 1905-03 Intumescent Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER-305,TER 1905-03 White Gray ' Exterior Rated Wall Intertek Design Listing: • •• Assembly BASF/FI 30-09 Finish: Flat Flame Spread (FS) 0 .pH: 7-8 Interior Finish Smoke Developed (SD) 10 Application: Best Practices for Application Class A Film Thickness: Reference Code and Compliance Report Vapor Retarder 5 perms,Class III Dry Time: 60-90 minutes USDA Incidental Food ANSI/NSF 51 Food Zone Materials Overcoat: Water-based with pH of 7-8 Contact Safety: Plus ThB Safety Data Sheet(SDS) VOC Content: 18 g/L VOC Emissions: CDPH (CA Spec 01350)Compliant Code-compliant solutions. Life-saving protection. No-Burn,Ino. TRADEMARKS No-Burn,No-Burn logo and Fire Wise are trademarks owned by or licensed to No-Burn,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Burn,Inc,warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-989-8577 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICAL INFORMATION coverage is limited solely to the cost of product purchased hereunder and specifically excludes incidental expenses and 1-800-989-8577 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,will be stored, www.noburn.com mixed and/or applied as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection. All implied warranties,from No-Burn,Inc.or the applicator are excluded. There may be situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc. are subjected to our Policy & Procedures available at https:l/www.nobu rn.com(policies-procedures/ ©2024 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 19-Feb-2024. The information in this document may change without notice. _ N -BURN:. SUBMITTAL SHEET Page 1 of 2 ••4N.b Ua USA N �-B Plus ThB '?-BURN' Intumescent Coating Spray Polyurethane Foam Insulation Find us in 3. Fire Propagation Characteristics:Passes[NFPA 285] C. VOC Content:18 g/L or less of water in accordance [and][NFPA 2761 testing as part of an approved with EPA 24. MasterSpec assembly. d. Solids Volume: to 70 percent. 2.2 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATION 3. Surface-Burur ning Characteristics:Comply with ASTM E84; A. Open-Cell Spray Polyurethane Foam:Spray-applied testing by a qualified testing agency.Identify products Powered by Deltek Specpoi ntO polyurethane foam using water as a blowing agent. with appropriate markings of applicable testing agency. Minimum density of(0.4 lb/cu.ft.(6.4 kg/cu.m)]<Insert a. Flame-Spread Index:25 or less. SECTION 072119-FOAMED-IN-PLACE INSULATION b. Smoke-Developed Index:50 or less. density,and minimum aged R-value at 1-inch(25.4-mm) PART 1-GENERAL thickness of 3.4 deg F x In sq.ft./Btu at 75 deg F(24 K x sq. 4• Topcoat: recommended i s co p intumescent thermal barrier manufacturerr a as compatible with 1.1 SUMMARY m/W at 24 deg C). substrate materials. A. Section Includes: 1. Manufacturers:Subject to compliance with requirements, a, Decorative Topcoat:6-to 8-mil(0.15-to 0.20-mm) 1. Closed-cell spray polyurethane foam insulation. provide products by one of the following: thick,water-based latex-based paint for interior 2. Open-cell spray polyurethane foam insulation. a. BASF Corporation. b. Carlisle Spray Foam Insulation. conditioned spaces recommended in writing by 3. Accessories including thermal barrier and ignition barrier P Y intumescent thermal barrier manufacturer as coatings. c. Demilec;a brand of Huntsman Building Products. compatible with substrate materials. B. Related Requirements: d. Gaco Western I.I.C. b. Protective Topcoat,Interior:6-to 8-mil(0.15-to 0.20- 1. Section 072100'Thermal Insulation"for foam-plastic e. Icynene;a brand of Huntsman Building Products. mm)thick,heavy-duty protective topcoat,VOC board Insulation. f. Johns Manville;a Berkshire Hathaway company. compliant,for interior unconditioned spaces subject to 2. Section 075700"Coated Foamed Roofing"for spray g. Lapolla;a brand of Huntsman Building Products. constant high humidity,condensation,or direct polyurethane foam insulation used for roofing h. SWD Urethane Company. contact with moisture. applications. i. <Insert manufacturer's name,. 2. Surface-Burning Characteristics:Comply with ASTM E84; PART 3-EXECUTION 1.2 ACTION SUBMITTALS testing by a qualified testing agency.Identify products A. Product Data:For each type of product. with appropriate markings of applicable testing agency. 3.1 EXAMINATION B. Sustainable Design Submittals: a. Flame-Spread Index:[25][75] Insert value,or less. A. Examine substrates and conditions for compliance with < 1. Product Data:For paints and coatings,indicating VOC manufacturer's requirements for surface treatments, b. Smoke-Developed Index:[450]<Insert value,or less. content. 3. Fire Propagation Characteristics:Passes[NFPA 2851[and] maximum moisture content,and other conditions affecting 2. Evaluation Reports or Certificates:For paints and coatings, [NFPA 276]testing as part of an approved assembly. performance of the Work. indicating compliance with requirements for low-emitting B. Proceed with coating application only after unsatisfactory materials. 2.3 ACCESSORIES A. Thermal Barrier Coating:Fire-protective intumescent coating conditions have been corrected and surfaces are dry. 1.3 INFORMATIONAL SUBMITTALS formulated for application over polyurethane foam plastics, 3.2 PREPARATION A. Test and Evaluation Reports: compatible with insulation,and passes NFPA 286,FM 4880,UL A. Verify that substrates are clean,dry,and free of substances 1. Product Test Reports:For each product,for tests 1040,or UL 1715 testing as part of an approved assembly. that are harmful to insulation. performed by qualified testing agency. 1. Basis-of-Design Product:Subject to compliance with 2. Research Reports: requirements,provide No-Burn,Inc.;Plus ThB intumescent 3.3 INSTALLATION a. For spray-applied polyurethane foam-plastic coating. A. Comply with insulation manufacturer's written Instructions insulation,from[an agency acceptable to authorities 2, Performance Criteria: applicable to products and applications. having jurisdiction][ICC-ES][UES/IAPMO][DrJ TER] a. Finish:Flat. B. Spray insulation to envelop entire area to be insulated and fill <Insert evaluation agency>showing compliance with b. Color.[White][Gray][Tinted]. voids. <Insert requirement,. C. VOC Content:18 g/L or less of water in accordance C. Do not exceed maximum thicknesses recommended by b. For fire-protective coatings applied to spray-applied with EPA 24. manufacturer.Do not spray into rising foam. polyurethane foam-plastic insulation,from d. Solids by Volume:70 percent. D. Framed Construction:Install into cavities formed by framing [UES/IAPMO][DrJ TER][Intertek]<Insert evaluation 3. Surface-Burning Characteristics:Comply with ASTM E84; members to achieve thickness indicated on Drawings. agency>showing compliance with<Insert testing by a qualified testing agency.Identify products E. Cavity Walls:Install into cavities to[thickness indicated on requirement>. with appropriate markings of applicable testing agency. Drawings][fully fill void]. B. Field Quality-Control Submittals: a. Flame-Spread Index:25 or less. F. Miscellaneous Voids:Apply in accordance with 1. Field quality-control reports for foamed-in-place b. Smoke-Developed Index:[50][450]<Insert value>or manufacturer's written instructions. Insulation. less. G. Apply fire-protective intumescent coatings in accordance 4. Fire Propagation Characteristics:Passes NFPA 285 testing with manufacturers written instructions and to comply with C. Qualification Statements:For Installer. g as part of an approved assembly. requirements for listing and labeling for fire-propagation 1.4 QUALITY ASSURANCE 5. Topcoat:As recommended in writing by intumescent characteristics and surface-burning characteristics A. Installer Qualifications:A[n authorized]representative who is thermal barrier manufacturer as compatible with specified. trained on applications of spray-applied polyurethane foam- substrate materials. T. Use equipment and techniques best suited for substrate plastic insulation and intumescent coatings,or similar a. Decorative Topcoat:6-to 8-mil(0.15-to 0.20-mm) and type of material applied as recommended by product types[and approved by manufacturer]. thick,water-based latex-based paint for interior coating manufacturer. conditioned spaces recommended in writing by 2. Apply coatings to prepared surfaces as soon as practical PART 2-PRODUCTS intumescent thermal barrier manufacturer as after preparation and before subsequent surface soiling 2.1 CLOSED-CELL SPRAY POLYURETHANE FOAM INSULATION compatible with substrate materials. or deterioration. A. Closed-Cell Spray Polyurethane Foam:ASTM C1029,Type 11, b. Protective Topcoat,Interior.6-to 8-mil(0.15-to 0.20- 3. Apply coatings to produce surface films without holidays, minimum density of[1.5 lb/cu.ft.(24 kg/cu.m)]<Insert mm)thick,exterior topcoat,VOC compliant,for interior laps,brush marks,roller tracking,runs,sags,ropiness,or density,and minimum aged R-value at 1-inch(25.4-mm) unconditioned spaces subject to constant high other surface imperfections.Produce sharp lines and thickness of 6.2 deg F x In x sq.ft./Btu at 75 deg F(43 K x sq. humidity,condensation,or direct contact with color breaks. m/W at 24 deg C). moisture. 3.4 FIELD QUALITY CONTROL 1. Manufacturers:Subject to compliance with requirements, c. Protective Topcoat,Exterior:6-to 8-mil(0.15-to 0.20- A. Continuously monitor wet film thickness(WFr)by performing provide products by one of the following: mm)thick,continuous insulation exterior topcoat as a periodic checks to ensure correct thicknesses are applied. a. BASF Corporation. component of exterior wall systems as Indicated by 1. Measuring Thickness: b. Carlisle Spray Foam Insulation. Intertek Design Listing BASF/FI 30-09 when installed a. Install medallions prior to applying Intumescent c. Demilec;a brand of Huntsman Building Products. behind approved claddings. thermal barrier coating to measure wet film thickness d. Gaco Western LLC. and dry film thickness. e. Ic nene;a brand of Huntsman Building Products. B. Ignition Barrier Coating:Fire-protective coating formulated y g b. Perform thickness measurements by measuring f. Johns Manville;a Berkshire Hathaway company. for application over polyurethane foam plastics,compatible with insulation,and in compliance with]CC-ES AC377, representative sample of installed intumescent g. Lapolla;a brand of Huntsman Building Products. coating material by means of calipers,optical In. SWD Urethane Company. Appendix X.Products identified with testing agency markings. i. <Insert manufacturer's name,. 1. Basis-of-Design Product:Subject to compliance with comparators,or similar devices. 2. Surface-Burning Characteristics:Comply with ASTM E84; requirements,provide No-Burn,Inc.;Plus ThB. 3.5 PROTECTION testing by a qualified testing agency.Identify products 2. Performance Criteria: A. Protect installed insulation from damage due to harmful with appropriate markings of applicable testing agency. a. Finish:Flat. weather exposures,physical abuse,and other causes. a. Flame-Spread Index:[25][75]<Insert value>or less. b. Color.[White][Gray][Tinted]. END OF SECTION 072119 b. Smoke-Developed Index:[450]<Insert value>or less. Page 2 of 2 SUBMITTAL SHEET ... ._......._.._......,_ .. we•U u.us. t. qqadrant rformance Materials CERTIFICATE OF INSULATION LEnviroSeal al OC Platinum IAPMO UES#856 lO,'"l.s .e l OCX Platinum IAPMO UES#885l CC Platinum Max IAPMO UES#942 l No MixIAPMO UES#855I l OCX IAPMO UES#885 l HFO IAPMO UES#854uadrant/Enviro5eal Lot#'s Ignition Barrier/Intumescent Coating: Manufacturer: Lot/Batch Thermal Barrier Coating: Manufacturer: Lot/Batch FOLD HERE -------------- CERTIFICATION • d per the manufaCtule!'S has been instake S This is to cortify tl)at tile ouadaint P(-rf0rrn,1nLe Materials lnsukitlo�System 1 Job Site Address —Date of Installation 5 Builder Namer, Phone j Builder Address 16 - - �''�� Date / Builder Signature I .f Applicator Name Phone I b31 ) 18—93- l t s I(bQ A/ 714 j j Applicator Address 0 6' �N .e i - 11 {{{{ Applicator Signature 74gCV Date G i i uadrant I Performance Materials Quadrant Performance Materials 200 Industrial Blvd.,McKinney,TX 75069 Phone:972-542-0072 www.QuadrantPM.com I I DAV D TURNER ARCHITECT, P. C . 8-12-24 Southold Department of Buildings 1995 Point Pleasant Road Mattituck, NY 1). Snow load 20 PSF 2). Square footage Cellar 1,859 SF First Floor 1,859 sf Second Floor 765 SF Garage 514 SF Total area 4,997 sf Si rel David Turner RA 16162 366 WEST 30TH STREET, FIRST FLOOR NEW YORK, N.Y. 10001 PHONE: (212) 594-6840 FIELD INSPECTION REPORT DATE COMMENTS" ' FOUNDATION (1ST) rw e. • o -------------------------------------- ol �ol FOUNDATION (2ND) — z co .� 5:.�/• S e2Vaef-/ Ok, Ate- y ROUGH FRAMING& e �� �,�/S. �j�oUictG 4AjPi -Wee-L 0 PLUMBING i . .r 44 -Ad/ Ls - auf v . � y pov lam bl` v PA �sv/le Ole. AwW Rom,'/ fs•�-S n s a/ -on .� Ca�v /ca' bk-. L�r� � INSULATION PER N.Y. .✓ d STATE ENERGY CODE d". OVL!R- Ou7me, Jog ,,�S w be neaek eou,00 ¢v - . alb fo eovuz. . FINAL ;L /li/ a a.� a � l d rqv $ &Y �/e ADDITIONAL COMMENTS a9 y L'0 -� - r # -7b O 1 MD,oo "N- i 2 - fit 4L L c 3. (k -a�i-a� .- /tt�vL � i�rs I v /coc��zs . �t o�C•<?.�� s . G�i a,,Q,/Y!S w Guihdow .c.f i�i2S � �l � N ►Xo 9-1-26 - Rewl -41oftti porch PY-amina — 0K-A N6 rV o (�J ' Gptoc-hs ew Rm) OWN _ z �x C y `x �d 1y TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. 0. Box 1179 Southold,NY 11971-0959 o :Qk a'y Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitholdtownny.gov Date Received APPLICATION FOR BUILDING PERMIT Office Use Only For ffi y V r1 PERMIT NO. O Building Inspector: llJ JUN 2 1 2024 Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an BUDING DEPT- owner's Authorization form(Page 2)shall be completed. Date:6-20-2024 OWNER(S) OF PROPERTY: Name:John Black SCTM#1000-114-01-7.1 Project Address:1995 Point Pleasant Road, Mattituck NY 11952 Phone#:631-360-4394 Fmail:j.black@itsequity.com Mailing Address:1300 Veterans Memorial Highway, Suite 130 Hauppauge NY 11788 CONTACT PERSON: ' Name: Steven Kaplan Mailing Address: 90 Bridle Court Cutchogue NY 11935 Phone#:347-258-8642 Email:sckaplan@hotmail.com .DESIGN PROFESSIONAL INFORMATION: . ° . Name:David Turner Mailing Address: 366 West 30th street, New York NY 10001 Phone#:917-916-9451 Email:davidturner@verizon.net CONTRACTOR INFORMATION: Name: Joe Salian0 Mailing Address: 306 Main St B, Northport NY 11768 Phone#:631-358-1799 Email: DESCRIPTION OF PROPOSED,CONSTRUCTION GNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $750,000.00 Will the lot be re-graded? DYes []No Will excess fill be removed from premises? DYes []No 1 i PROPERTY INFORMATION Existing use of property:Vacant Intended use of property: Single Family Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building.Department for the issuance of a Building-Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to-admit authorized inspectors on premises and in,building(s),for necessary,inspections.False statements made herein are punishable as a Class A misdemeanor'pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): John T Black ❑Authorized Agent ®Owner Signature of Applicant: Date: 1 a 6 I U STATE OF NEW YOR Ste,COUNTY OF�(�c. b�►-� `�• IBC G�CC� being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, FRANCINE CIESLAK Notary Public-State of New York NO.01 C15065752 (S)he is the U'1��� (Contractor,Agent,Corporate Officer, etc.) My Commission Expires Sep 9,2026 of said owner or owners,and is duly authorized to perform or have performed the said wor<an o ma<e a I s application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of C C��1� ,20Q_ Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) 1, 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 JAN 2 g 20-6 AFFIDAVIT The State of New York ) ) S.S. County of Suffolk ) I,John T Black, of Mattituck, in Suffolk County, New'York, MAKE OATH AND SAY THAT: 1. I John T Black am creating this Affidavit to confirm my residency at 1995 Point Pleasant Rd, Mattituck NY 11952 and to affirm that we will perform soil stabilization on this property. STATE OF NEW YORK COUNTY OF SUFFOLK (Signature) SUBSCRIBED AND SWORN TO BEFORE ME, John.T Black on the- 0k day of j/VNi-) , 2D2-10 Signature (Seal) NOTARY PUBLIC My Compusspii expires: SADMAN SEYAMAKHTAR Notary Public.State of New York Reg.No.01AK0041558 Qualified in Suffolk County Commission Expires 09/1212029 page 1 of 1 Glenn Goldsmith, President ®� SOUj Town Hall Annex A. Nicholas Krupski,Vice President �O� y®�O 54375 Route 25 P.O. Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G Telephone(631) 765-1892 Elizabeth Peeples • �O Fax (631) 765-6641 l��OUNTI,�� BOARD OF TOWN TRUSTEES c M TOWN OF SOUTHOLD J CC�CD V LFb -June 14, 2024 JUN 2 0 2024 BUMDING DEPT. TOWN Cole Environmental Consulting 425 Montauk Highway East Quogue, NY 11942 RE: JOHN BLACK 1995 POINT PLEASANT ROAD, MATTITUCK SCTM# 1000-114-1-7.1 Dear Ms. Rummel: The Southold Town Board of Trustees reviewed the site plans prepared by Ward Brooks Land Surveyor, last dated March 5, 2024 as well as performing a site inspection of the proposed staked out project, and determined that the proposed construction of a single-family dwelling with seaward side patio and an I/A OWTS system is out of the 100-foot Wetland jurisdictional area under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Please be advised, however, that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal and/or freshwater wetlands jurisdictional boundary, or within 100 feet landward from the edge of vegetated wetlands, without further authorization from the Southold Town.Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and/or Coastal Erosion Hazard Area, which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. Sincerely, Glenn Go#srr�fth, resident GG:ec Firefox about:blank NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Divislan of Environmental Penults,Region 1 SUNY✓r Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 ' Y/YItY dec.ny.goY LETTER OF NO JURISDICTION TIDAL WETLANDS ACT &NOTIFICATION OF POSSIBLE ENDANGERED SPECIES ACT JURISDICTION Patrice Stewart May 9,2024, 1300 Veterans Memorial Hwy.,Suite 130 Hauppauge,NY 11788 Re: DEC ID#1-4 73 8-04 6 02/0 0 002 STEWART Property—1995 Point Pleasant Rd. SCTM#:1000-114-1-7.1 Dear Applicant: Based on the information you submitted,the Department of Environmental Conservation has determined that the portion of the property located landward of the 10'contour,as shown on the survey prepared by Ward Brooks(Licensed Land Surveyor),last revised 03105/2024,is beyond the jurisdiction of the Article 25 Tidal Wetlands Act. Therefore,in accordance with the current Tidal Wetlands Land Use Regulations(6NYCRR Part 661),no permit is required to conduct regulated activities landward of that contour. Please be advised the DEC has documented the summer occurrence of the Northern Long Eared Bat(NLEB)(Myotis septentrionalis),a species listed as"endangered"by both New York State and the US Fish&Wildlife Service,within 3 miles of the project location. Tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take"of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law(ECL)§11-535.The term"take"is defined in part as the direct killing or injury of individual members of a protected species,interference with critical breeding,foraging,migratory or other essential behaviors,or the adverse modification of the species'habitat.The"take'of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535.To avoid an Endangered Species"take,"no tree cutting activities can be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property,the potential effects of activities on these species or your responsibilities as a landowner or project sponsor tinder the Endangered Species Regulations,please contact the Regional Wildlife Manager at 631-444-0310,orwildlife.rl dec.nryaov. Be further advised,no construction,sedimentation,or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary,as indicated above,without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from any future project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project(i.e.a 15'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. This letter shall remain valid unless site conditions change. J'—Vnnu I Department of Symg Conservation onse nation l �! Conservation 1 of 4 6/6/2024, 10:40 AM Firefox about:blank Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, Laura F.Star Deputy Permit Administrator cc: Cole Environmental Services,Inc. BMHP Wildlife File 2 of 4 6/6/2024, 10:40 AM Firefox about:blank FDFANAGE CALCULATIONS: AREA a 3400 SQ.FLWAY =3294 SQ.Ft. N CRITERIA;NFALL :1.0 RVIOUS DRIVEWAY:1.0 DRAIN RING CAPACITY=68.42 CLLFUFL ROOF DRAINAGE REQUIRED: "` x ROOF;3400 x 2"x 1.0=566.7 Cu.Ft OF STORAGE t, SS6.7 Cusl,168.42 Cu.FIJFL=0.3 Ft. ' CAPACITY PROVIDED: (3)10'0 x 3 Ft.EFFECTIVE DEPTH IMPERVIOUS DRIVEWAY: 3294 x 2"x t,0=549 Cu.FI.OF STORAGE - CESSPOOL 549 CU.FL 168.42 CU.FIJFL-8.0 Ft. 0 CAPACITY PROVIDED: SUBJECT (3)10'0 x 3 Ft.EFFECTIVE DEPTH PROPERTY'' ' e� HOME PIKE DP b A1� �O PLEASANT ROAD) • Q ^qD1;h (POINT N 63'1600"E 68.00'1F�°EDcnR J . �� NJAi ER :Y?t9.T SETIN GRAVEL ' z WV ( 1t'.. Y EP I FrP t3O 7i' � b•33' la n •�\ RAILROADSPI SET J STAKE KEY MAP SEEP 1"=600' N N g yl ( \ 1iPO1 I BLUE FLAG ,R . 2 @2 (WATER tt'ATQPER,?+? <^ N3. Qb NE e `w STAKE /l Q_ SET 0 CESSPOOL .�- D>• zo 33C 75,4'N O a •�Yp ia,e O CESSPOOLS 71 G O S 6 35.3 ' z a \L ! TEST p $HOL^c Ij cl �= -- N Z _ -- giL Opp FE.0.8'14'-• STAKE LL> P S REBAR SET SIp N FD 1Pp18T pL,F.P`� im LANDWARD LIMITS C°TIuAL V..TLANDS AS FL.GGGD_ 33 g9 LOCUST\��- BY COLE ENVIRONNIENTtl SERVICES ON 1215123 Fy.Ar.. FLAG y LA (FLA FLAG O"E TREFSON '-....�-r;,.,,�- \ Fvc FLAG ..,a 1 aA ata �AA¢CJaO CORNER - -. FLAG�tFr¢tl Dtz�FLAG 1�OS0 .T�a_r CONC. RFUG MON.FA./ 1 c .Tfl VIN .�.,,r_-.` FLAG - S &a0 s� Fib$% / �* �S 70'28'06"W 6 rl 3J62Or,W 53.31' O M 53 _ -^",. FLAG r�a� r ,],J 1a�g3 6 3A'9 52 6• 66`36'25"W / STAKE OT� �u aD[eL.;s.0 2 _ FUG / SET s.�g°36� 49.06' GK GR�EIt _-wresr.:A�l�� tCO BY r20.T!?A1 S 66,0136"W MpT�\j eAI,aY Lrua•L COR.N N 9 PROF. ' 52.89' " cu z.r=Pt2l�Y rLtAS AT,eee FO NT ANT RD LO""JA"V Gi MATT;TL04.IV 1 Ie5 Z. � u rBa<, _DATrD3_ac.acle rw FA1I BP.C.>+. D•< C.`TCST a0'1 t3.Oc [Tq j Ci WATEi cN �'*,.rv�— i FA`-.'-RCAN PART OF LOT 19&LOT 20 ON :.5 N,h.7L nNCTO .. ,.T000CA CCARJC '.Y r.GrCST j "MAP OF POINT PLEASANT" ( - "°`'' -` _a^` '•�R'3 SITUATE AT MATTITUCK CaUrmFrD[Ls.°_ TOWN OF SOUTHOLD j SUFFOLK COUNTY,NEW YORK TEST HOLE INFORMATION sc�W:xs FILED:MAY 17, 1916,FILE No.720 CERTIFIED TO: !11091(3HT MU VIRD S.ROONS.ALL RIGHTS RESERVED.DUPLICATION OF THIS OCCU'DENT U^A VICLAPCN OF FEDERAL COPYRIGHT LAW SCALE 1"=50'(11"X7 7") THISSURVEYtvSBFEli PREPARED IN ACCORDANCE VATH TTiE CODEOF PRAOT ICE ADOPTED BY THE NEV/PORK STATE ASSCJIA=%OFPRCFES&ONALLANDSURVE'i;k3. SCTM 1000-114.00-01.00-007.DO1 CERi7FK:Arc,sw:u RON uNly rD rHE PERscrl.THFJR INTERE57 aN0'OR AS5t6Ns. SURVEYED:NOVEMBER 14,2023 ceRTtFlaruNSAREN°TTRANSFERASL WETLAND FLAGS.DECEMBER 20.2023 THE EXISickCE OF R;GHTS OF'A'SY,AN'DIOR EASElAtNTS OF REARD.IF ANY NOT S,l k xm ARE NOT GUARANTEeO. &YV.4TER MAIN ANY ALTERAnCN OR ADDITION7O THIS SURVEY IS A VELATION OP SECTION=O 2 OF THE NEWYORK SIA75 EDUCATION LAIN. DDNOTa'Ci.LEFENCES. FSETSSUP-cRCEDS. PROP.HOUSE LOCATION:JANUARY 27.2024 e�avAnoNs zEtRTpnavD•telND:cA>cc THuccn.r.»r°uR3 c,:Eavio-__ _ REVISED:MARCH 5,2024 3 of 4 6/6/2024, 10:40 AM Firefox about:blank (POINT PLEASANT ROAD) N 63015'00" E 68.00' IRO. AR CAP ED ED CAP —Elp 16 7, 8ET IN GRAVEL DRIVEWAY WV ju < EIPfe 14.0' RAILFjOAD Vlb di SPIKES 'po. SET IN DIRT STAKE KEY MAP co SET m Elp 1"=600' 04 0 17.1' 04 BLUE FLAG (t 30� `% '�a3/ 2 76 (WATER AT Ile TAP?) LINE 0 10.8, J_ 4f, EfP STAKE 0 SET -r-N,15AW 111140 0 CESSPOOLS. z < LLI < 9- w 0 ry 4k O35.3' 1-M., q? TEST tom-' zOLE lot lee ;j U) 04 FE.O.8'w* STAKE 01- 1�p 01\A ?Lo -8,-- SET 00 REBAR FD Cll B-61 5110 --a-6w 0\1A W_ --- LANDWARD LIMITS OF T�AL WETLANDS AS FLAZGED- FLAG FLAG AL SERVICE 5123 FLAt LOCU By COLE ENVIRONME S :)N lF2Lla FLAG g15 #16 FLA�Gf TREE%TN A FLA #14 ' ;11ME COF�qER FLAG 15.6* OF 1#12 FLAG 6.7' 4.2" #17 \ CONC. FLAG #10 4113 MqN F G 3.6' '000e S 78004'00,,vv 8 70-28-06W qj 34-62' Lu FLAG � C) 53.31' ce) E) FLAG N Lo #2 cn z 1�lv Scott A. Russell ���' �� � � DTP&/KIM[W AT]EIR, o _ SUPERVISOR U - A-STAG]ENCENT SOUTHOLDTOWNHALL-P.O.Box 1179 O � i -�'OWn of Southold 53095 Main Road-SOUTHOLD,NEW YORK 11971 'j�O ' = z '1°f r T3rkn CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) J NAME: b p �)A/ Date: (Print) / Contact I11formation: 5-D1-)n (-Mail&Telephone Number) Property Address / Location of Construction Site: man+ RJ . S.C.T.M. #: 1000 District Lf r7. 1 Section Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! ❑ - Area of Disturbance is Greater than I Aere & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N.Y.S. D.E.C. Prior to Issuance of a Building Permit. ❑ - Area of Disturbance is Greater than 1 Acre& Storm-water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. Reviewed By: ` ✓/"" Date: (� I G FnR M # QMf P-T(1C 0r-tnhpr qn i c) 506 / V � �Ce� ve �oSaffot BUILDING DEPARTMENT- ElectriXa Vl Inspector TOWN OF SOUTHOL� pE� ® METown Hall Annex - 54375 Main Road - PO Box 117 - o Southold, New York 11971-0959,Z; ¢- ��o� ��0� • Telephone (631) 765-1802 - FAX (631);;y*' 0 ' jamesh(ab-southoldtownny.gov - seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1,. �0 2o2 LJ Company Name: h S red Deoiic x?_fviCe S Electrician's Name: Sean boon an License No.: M6-(01 B� Elec. email: �� P:edQ,leGiriC��'viC�S �i vY1ad Elec. Phone No: (0*3k--lp+'�93l2 [ 1 request an email copy of Certificate of Compliance Elec. Address.: \-) 5 I't1,e C CNe Blvd- 5S1orP- r1-70(0 JOB SITE INFORMATION (All Information Required) Name: ( (JAL �YOh1n Address: q;j - bi of -e sorb PC') - Cross Street: WpS LVI(A\ Phone No.: Bldg.Permit#: , 3O email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Mefe-t- 15 on pole i-zcm p waW pm of- pano-A �CmP VO0.tcv?('Doi C-) Square Footage: Z,4/Ot7 Circle All That Apply: Is job ready for inspection?: YES ❑ NO [:]Rough In ❑ Final Do you need a Temp Certificate?: YES 0 NO Issued On erl-a Ae,a a� Temp Information: (All information required) Service Sizem1 Ph❑3 Ph Size: `200 A # Meters�_ Old Meter# New Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[Overhead # Underground Laterals 1 2 H Frame M Pole Work done on Service? EqY N Additional Information: PAYMENT DUE WITH APPLICATION 0 .aN ,� �� rCCCN0 70 O�g�FFOCA'c�G y1 BUILDING DEPARTMENT-Electrical Inspector y TOWN OF SOUTHOLD Gy + �IV Town Hall Annex-54375 Main Road-PO Box 1179-Southold, NY 11971-0959 Telephone(631) 765-1802 �h Temporary Certificate # I Date r JU 2024 Customer Name \ \{ Electrician Name HichS T Address - j Phone e-mail e-mail. \e Corn Phone License# — Size A Phase 1 Overhead Underground #of Meters Remarks #of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service? Y/N `/ Flood Reconnect Old Meter#1 Service Reconnected Application for electrical service equipment is on file with the town of Southold.on the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 90 days from the date above Authorized by C_7� 1 D �og�FFD(O , i Il U BUILDING DEPARTMENT- Elerrj I TOWN OF SOUTHB-09 CIO :_aTown Hall Annex - 54375 Main R PP V 79 l Southold, New York 11 2. 5 i- y p�rY Telephone (631) 765-1802 - FAX (611) 765-9502 iamesh@southoldtownny.gov - seand s P€1fi oar APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 512312025 Company Name: Hiab Speed L-1-ecizic EeniceslLe, Electrician's Name: Oona-n License No.: M _ 1prj$pS' Elec. email:hitsiepael ec Sri cse rvices P 9 YnaJ - co► % Elec. Phone No: b3)-'1o4-8d12 ❑1 request an email copy of Certificate of Compliance Elec. Address.: 1�35 I - C-� Slrtor2 N Il'70 JOB SITE INFORMATION (All Information Required) Name: �"p1r,,� 1aCtL Address: IACJ5 oin+ 11 easctn 0L 'CI Cross Street: M ioldle 900A Phone No.: 01- 33S -")93 Bldg.Permit#: 5101) email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): I n-Peel 2m6 f t our - in4ect ICI oD —t nsQrc* Rise mart- Square Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO [�]Rough In Final Do you need a Temp Certificate?: ❑ YES EO*90 Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: 9,00 A # Meters Old Meter# [2/New Service0 Fire ReconnectOFlood Reconnect[]Service Reconnect❑Underground verhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 1� �v �.e C, �� • �_ tel: „� , ffol BUILDING DEPARTMENT- Electri ail Inspector !' ®�' ®� TOWN OF SOUTHOLD V_r DEC ® Town Hall Annex - 54375 Main Road - PO Box 117Ncoo .�; a, Southold, New York 11971-0959�N ;� ,Y : �,�p 4 Telephone (631) 765-1802 - FAX (631k M� < -' iamesh@southoldtownny.gov - seandasoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: wlah S ud neoijc S tmiceS Electrician's Name: 5 'an ' boonan License No.: ME-(plBci� Elec. email: �� adtAeCtyic_Se v1CPS 0i vnad Elec. Phone No: E311 request an email copy of Certificate of Compliance Elec. Address.: \1 5 ►r'12 C aN e jbl Cdl- �q 5h0f \-1 )I-IW JOB SITE INFORMATION (All Information Required) Name: auv- 'Sohn Address: 19c1c5 Point W e sarj�- Pei - I40,t''Ii cy, Cross Street: 5 Phone No.: Bldg.Permit#: :7� `) '3o email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): — N1etr 15 or> PvIe whje �e 1�tYl WCA-w pn of pull-L } m(� voot-ou VfDo�- C Square Footage: 1ZC7 Circle All That Apply: Is job ready for inspection?: YES❑ NO ❑Rough In ❑ Final Do you need a Temp Certificate?: EZ YES❑ NO Issued On i\f,6 Temp Information: (All information required) Service Size 1m1 Ph❑3 Ph Size: 200 A # Meters�_ Old Meter# [ New Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground[Overhead #Underground Laterals 0 1 2 H Frame Pole Work done on Service? gY RN Additional Information: PAYMENT DUE WITH APPLICATION se 'Ace. PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Dish Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments �- D A(,(�l-P f oidl e4s .?_ CFI — ((,) a dole Yo (i do *Re e4- Yo 6e P S (ka) A j �o & 0 q6 RAY Ar / hoICG'S ��) Zao✓ o`er C►� ACID ��J l:;)RA I NC-7 INDEX . A-100.00 SITE PLAN A-101.00 CELLAR $ FIRST FLOOR PLANS A-102.00 SECOND FLOOR PLAN WINDOW SCHEDULE 0��� o �� LIMIT OF AREA OF SOIL DISTURBANCE A-105.00 ROOF PLAN A-104.00 ELEVATIONS A-105.00 ELEVATIONS A-106.00 FOUNDATION PLAN Dt21dFWA'� �3 �� A-IOTOO FLOOR FRAMING PLANS PROPO`�BD PROP05ED 51 N6LE A-108.00 ROOF FRAMING PLAN �- / FAMILY RESIDENCE �/ / A-IOG.00 DECK FRAMING $ STAIR DETAILS A-110.00 GROSS SECTION a DETAIL PATIO � A-III.00 BUILDING SECTION A-112.00 WALL SECTIONS A-115.00 MISG DETAILS 1 / , A-114.00 MISG DETAILS A-115.00 GENERAL NOTES A-116.00 PLUMBING WETLANi75 �I v �� DAVID TURNER ARCHITECT, P.C. ys�y ,�v �r4 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y.10001 (212)594-0840 �� \ � �\JU PROJECT o� 1995 POINT PLEASANT ROAD A?) MATTITUCK, N.Y. �= WETLAND5 SHEET +10'-O" FROM LOT LINE SITE PLAN �o SITE PLAN u / SCALE I"= 40'-0" 1-4-24 PROJECT No: AREA \ ^f LOT AREA : 6591-7 50 FT DRAWING BY: BUILDING AREA I FAMILY :245Q 5G FT + ,ate,. CHK BY: GARAGE 550 50 FT = 2g8q SQ FT DWG No: LOT GOVERA6E : 2355 50 FT ( 3.6 9b) WETLAND5 : 4000 5Q FT z} � AREA OF 501L D15TURBANCE: 18,500 50 FT O� A 100 . OO 5GTM : 1000-114-0I--7.1 1' ,,,,aa CAD FILE No: AS-BUILT SITE INFORMATION: BLACK -SUFFOLK COUNTY TAX MAP ID: 1000-114-01-07.01 -PROPOSED 3 BEDROOM 2 STORY HOUSE ON PREVIOUSLY VACANT LOT. RESIDENCE -AREA: 1.377 AC. 59,985 SQ FT. C� -PROPERTY LOCATED AT 1995 POINT PLEASANT ROAD, MATTITUCK , �N TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. 0N% -SURVEY PROVIDED BY: WARD BROOKS LS 01-27-2024 00 I _ -VERTICAL DATUM - NAVD 1988 DATUM -SURFACE WATER SHOWN ON SITE PLAN. 1995 POINT < -PUBLIC WATER, ALL HOMES WITHIN 150LF CONNECTED TO PUBLIC WATER. PLEASANT ROAD GENERAL NOTES: MATTITUCK, NY / 1. DESIGN FOR UP TO A 4-BEDROOM HOME. 11952 / 2. I/A OWTS SANITARY REPLACEMENT DESIGN. R; 3. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWTS SANITARY / C '2�O' \ SYSTEM CONSTRUCTION ONLY. EXACT PROPERTY BOUNDARIES, UTILITY LOCATIONS LPN `18.85, AND ELEVATIONS ARE NOT GUARANTEED. 4. ELEVATIONS BASED ON SURVEY PROVIDED BY WARD BROOKS LS 01-27-2024 oQ�eo����Qs20� \ 5. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO SOUTHOLD tse� O��Ge�\� O - - y 0 v PERFORMING SITE WORK. SUFFOLK COUNTY O '��0�2A 6. SOIL TEST HOLE DATA PROVIDED BY NATHAN CORWIN LS 3 26 2018 \ ��� OP �2• / .J 2 O 0 \ 7. EXISTING SANITARY CESSPOOLS(S) TO BE PUMPED AND REMOVED AS NECESSARY BLUE FLAG t 4 G� �+ p �O�P PER SCDHS STANDARDS. l� (WATER TAP?) �� J Q� 1o.a' ��23 ��(O• � .� S• � PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 4 BEDROOM RESIDENCE: OPq G, 1. ONE (1) FUJI CEN-5 I/A OWTS NA �O ,(� O (P o, � �2 \ 2. ONE (1) MAC80R BLOWER AND FUJI CONTROL ASSEMBLY. P 0��� 0 �� ;A 3. FOUR (4) 8.5' X 4.75' X 3' EFFECTIVE DEPTH LEACHING GALLEYS. 'CO' -7 o, �0 \ 4. TWO (2) 8.5 X 4.75 FUTURE EXPANSION AREA. O\ -O J GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: PROP.FOUR(4)3-FOOT RE OO. G \ 1. I/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 4 BEDROOM HOME PER SUFFOLK I/A OWTS (AO 1 Q LEACHING GALLEYS \dam 14.8 E COUNTY DEPARTMENT OF HEALTH STANDARDS (SCDHS). �y0 O DISTRI U°o X 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING SANITARY A` �� CONTRACTOR AS SHOWN ON PLANS. FUTU EXPANSION ON PRO OVERHEAD c 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION SYSTEM DESIGN PROP.PUBLIC WAT R ELEC RIC SERVICE -y sy '�cJ p p�5 SERVICE V� �PyL�a-A PENETRATION AND 4-INCH PVC SDR35 DOWNSTREAM OF FOUNDATION. 4j1 ZC6 t I 4. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ONSITE "'PO � PROP.DRIV WAY E k '9/ USING THE METHOD APPROVED BY MANUFACTURER. Sl0 -9 F r I W \d, ti I 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. PG [ � S�i OJ G,�9� r - ALL 6. THE OWTS INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT FROM SCDHS ,�4�F ° ^` C? rMN p 1885 POINT AND BE A FUJI AUTHORIZED INSTALLER. ��° ' `` ` �1�` 01, < °�" 222.0' A. PLEASANTRD I 7. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH kQO1 � \ 259.0' 0 492.0' � SCDHS. THE DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS p DII I \ 1 N �j, Gj REQUIRED BY SCDHS. <' Z6 �`� �� \ QS p" 1SLAB E :13'± PROP. FFE:15'± GAR o N y ^• .0 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE GJ`Z' o •c9 \ EEN-FUJI p E:11'± 25s.o' `S ��`�� nj �R PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR I/A HOMEPORT ENGINEERING SHALL NOT BE o1- �, \ FUJI BL RIR PAN EL,AND RES. DW OWTS. RESPONSIBLE FOR THE CONSTRUCTION MAC BLO ER ASSEMBLY O 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. \ 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC MEANS & METHODS UTILIZED BY THE 2 � PATIO / SYSTEM. CONTRACTOR, NOR FOR THE SAFETY o��p0 \ DW DRYWELL BY OTHERS 11. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY OF THE PUBLIC OR CONTRACTOR'S O G \ PRIOR TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. � >. \ 12. I/A OWTS TO BE PASSIVELY VENTED THROUGH PLUMBING ROOF VENTS. EMPLOYEES. THE ENGINEER SHALL NOT to 0 \ \ �S- v = 13. PROPOSED DRYWELLS BY OTHERS BE RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE 610 \ ����� WORK IN ACCORDANCE WITH THE ' O> \ �c \ PR P. a�00 LEGEND SUFFOLK COUNTY DEPARTMENT OF O ,�o o LF - LINEAR FOOT o / CO C CLEANOUT LNRB LEACHINGL LINED NRBY ' •00' O� s �. a,-o Q�=o°sHEALTH'S STANDARDS AND TH � / CP - EXISTING SANITARY CESSPOOL LP - LEACHING POOL REGULATIONS. CONTRACTOR SHALL EL:13' CTG - CUT TO GRADE MAX - MAXIMUM NOTIFY THE ENGINEER PRIOR TO - N DB - DISTRIBUTION BOX MIN - MINIMUM EL - ELEVATION OWTS - ONSITE WASTEWATER TREATMENT SYSTEM BACKFILLING OF ALL STRUCTURES AND ���p Y/ O - �o�v moo \ 0 8�W T, � / EX - FUTURE EXPANSION POOL PROP - PROPOSED ASSOCIATED PIPING. \ O o �s ��'�� EXIS - EXISTING PT - PERCOLATION TEST d \ FFEL - FINISHED FLOOR ELEVATION SCDHS - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GRADE K �O.>ii \ ryooP� \ \ �,0 GPD - GALLLONS PER DAY TH - TEST HOLE �1 �j� i �` \ -� HEGE - HIGHEST EXPECTED GROUNDWATER TR - TREE •v0, N o I/A OWTS - INNOVATIVE / ALTERNATIVE OWTS V - VENT \ ! 020� 49 IE -INVERT ELEVATION TYP - TYPICAL METER N \ �� % \ O / / PS - PUMPRSTATION < 7i �� O, ni -9 1' n I tS�. 3 o ANON \ O< [ \ rn 0 -y N 02 N \� \ 2-112"VENTILATION PIPE SCUM BAFFL B Volume(g CHAMBER Vol (gal) Sedimentation Chamber 277 2 Anaerobic Filtration Chamber 278 S 0 �i �� 3 Aerobic Contact Filtration Chamber 127 r,�I ECIRCULATION Q Storage Chamber 63 •s8 ''1/ (P .� _ AIR LIFT PUMP Disinfection Chamber 4 too�� O� i - .. •it ©'x ON Cy (NDER(OPTIONAL) 749 O .o Q O \ \\(� 4"INLET PI Total Volume � •\ \ "OUTLET PIPE SPECIFICATIONS LID <L POLYLOK DISTRIBUTION BOX A[ ;/ / / `t !A Anaerobic Media PP/PE Filling;Rate 32% CP •� Oj�� SCALE:NITS Board Type Aerobic Media PVC/PP/PE Filling;Rate 1 1610 / Aerobic Media PP/PE Filling Rate 1 571 u Blower 2.8 cfm 6 Q TFFLUENT INLET BAFF ® AIR LIFT PUMP Tank FRP cing o PE NT5 GRADS 13.0'± c xAccess Covers Pla t cP/Cast Iron TEST HOLE INFORMATION S M BR WN Disinfectant(Optional) Chlorine Tablets F'r:OVIDLD tlY IJATHAN'"v SANDY LOAM RECIRCULATION PIP LOW BAFFLE J /2"AIR INTAKE EL CORWIN LS PROPERTY (CLEANING OPENING) J`` M _ LOCATED AT 1995 POINT p 6, 7��C p'-,J I` u) (OL) 1 2.5'± FLOW OPENING(TYP. B " O LOAMY SAND EL PLEASANT RD 7(p� �/�� MATTITUCK, NY 1 1952. PLAN VIEW ��J (� 17 '+ O (5M 1 O.O'± DATED 3-2G-2018 7 06'A� (+' \�1 o PALE BROWN DEPTH OF TEST HOLE 1 5.0'± 18"MANHOLE(TYP 18"MANHOLE(TYP 24"MANHOLE(TYP ISINFECTION 24"MANHOLE �A .,.� CO�J s FINE TO CYLINDER(OPTIONAL) 00 1 OA(5P)SAN O N 21.5j G6­JNDWATLCTED LOW OPENING O 1 O WATER IN SIAILMWT. T 0 �_-� _ PALE BROWN -TL;,T Holt sn v✓s •�� FINE TO GROUNDWATER ARD TYPE („�I F� �-] V• I. COARSE ENCOUNTERED AT EL, CONTACT MEDIA 01 SAND(5P) [L EXPECTED W SANITARY SITE PLAN 00 0 2.0'± GROUNDWATER EL:3' © X' SCALE: 1:30 X DESIGNER: TAO � -GROUND WATER SCALE= 1:30 ENcourlreRED EL 5.0± © � '• DATE: 02-05-2024 FLOW EQUALIZER © ECIRCULATION TEST HOLE INFORMATION ® ASSEMBLY 0 30' 60' SCALE:NT5 SCALE:NTS �e ROBIC MEDIA FINISHED GRADE r R RATION ASSEMBLY H \' M E P \ T COVER MIN. V MAX. 2' „',,�, ,A N•., ..•,, SECTION A-A VIEW SECTION B-B VIEW ENGINEERING PC. �7" FUJI CEN-5 I/A OWTS DF5GN NOTES; HOMEPORT ENGINEERING P.C. ®(�® ® ® SCALE= NTS FUJI CLEAN CEN-5 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 500 GPD.DESIGN FOR 4-BEDROOM 440 GPD. [� ®�®on VI ® SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS. TH OM AS A O'DWYER, PE 3'-62 VI 71 ® TANS.TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE AND PROPERLY 13ACKFILLED PER MANUFACTURER LI C. NO. 094873 " RECOMMENDATIONS. PO BOX 1111 ®®®®®®® PO TOT ST AT AN AN ALLOW WATER TOO ®®®®®®® 111E Rm,oPE USE WITH MAC80P,BLOWER AND FUJI CLEAN CONTROL PANEL. ri I- SETAUKET, NY 11733 , n CLEAN 140E nx INSTALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER ONLY. _ _ _ TR°`PA"" 631-223-8752 4"_ 4 START-UP AND 5FRVICE TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED SERVICE PROVIDER ONLY. 2O, -611 0 D AND CON ROL ° `oBLOWER info@homeportengineering.com TROL WIPJNG TO 3'0" MAC 80R BLOWER DETAIL OW 5 APPROVED IN ACCORDANCE WITH BOARD OF 75M TPF""' SCALE= NTS 414 PO5i REVIEW DETERMINATION DATED 5/14/2024 PROP FFE 15'± PATNPPRr5I5TANT FNCLOSUR£SUPPLIED BY MANUFACTURIP, 15' GROUNDWATER MIN. 3' '� EN3INEER'S CERTIFICATION REQUIRED OF NEW SLAB EL:13'± f- PACE BP BBtBINO ; SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES .���` A,p.Q EXIS GRADE 11.5'± 20-INCH POLYLOK ISTRIBUTION W.11 X1.- COEEP SUBMIT RE. OR R.A. CERTIFICATION aY EXISTING GRADE EL.11 5'± 6-INCH,RISERS TO GIRADE EXISTING GRADE EL.11.5' BOX W/SAFET GRATING EXISTING GRADE EL.11.5'± vEN s ACR COIN.A-1OE"BEN LEACHING GALLERY DETAIL NOTES SLATE ORffiOPPERORE=. MACW FOR INSTALLATIONANDCONSTRUCTION t PERMIT FOR APPROVAL OF CONSTRUCTION FOR AOTNER AIP SLOWPP BUIIABLECOVER Roll sLPPLY OF imowrs SINGLE FAMILY RESIDENCE ONLY r SCALE:NTS PRonI Dv+EwNG ro owr IE:9.9'± PROP IE 11.0'± 1 IE:98'± IE:95', IE FUJI CONTROL PANEL DETAIL FOR FINAL APPROVAL. USE FORM WWM-073. 4NCH PVC SDR35 ®�® ®�® ®P'�9 ®�® Imp �® 4-INCH PVC SDR35 WERM ExrERaR MIN SLOPE.02'/LF ®®® ®®® ®® ®®®® MIN SLOPE.017LF ®®® ®®® ®® ®®®® LEACHING GALLEY NOTES _ i� ' SCALE-NTS �® 09487S COIN BASEMENT ®®® ®®® RIME==®®®® FOUR. 4 O INTERIOR 8.5'X 4.75'X 3'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING GALLEYS �- BASE OFCHAM ER EL.6.6'± - MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY sewEnuLe CIRCUIT BREAKER NOTES: 5, MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE, MAXIMUM 24-INCH MAN BREAKER ELECrRTCALPANEL FURCONFROLPANPL DATE 5/16/2024 H.S. REF. NO. R-24-0185 .-�'_� •, RL1c TAMR� HON$F.PANE L. - TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4-BEDROOM HOME l v�•TL1/�IJ/JL��>� FUJI CLEAN CEN-5 I/A OWTS (4X)3'LEACHING GA LEYS SPACED 2-FOOT APART IN LINE v MINIMUM ION BEFORE IRON EXTENSION FROM CB LI-20 AMPS-120VAC wl4-INCH SDR35 CROSSOVER PIPES - MINIMUM SETBACK FROM BASE OF CHAMBER TO GROUNDWATER 3-FOOT. FOUNDATION BEEORENT SDR ION TO PO I cH-I.I HL APPROVED HEGW 3.0'± ATSM O.30]•COMPUANT SDR IS SEWER PPE GROUNDWATER 3 0'1 GROUN ATER 3.0'± MINIMUM 3-FOOT SE BACK FROM BOTTOM OF SYSTEM TO GROUNDWATER 3.0'± GRO NDWATER,3 7'SETBACK SHOWN EXISTING SOIL CONDITION STATEMENT CLEANOUTAT FACE OFBUILDING FOR MAXIMUEJ1 OF 4 BEDROOMS LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND GRAVEL ONLY(SP,SW) FUJI CEN-5 51NGLE LINE WIREING DIAGRAM SHEET: Ot SOIL CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF INSTALLATION. TYPICAL CLEANOUT DETAIL SCALE= NTS EXPIRES THREE YEARS FROM DATE OF APPROVAL 0, 10, 20' 30' 40' 50' 60, 70, REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH CLEAN SAND AND GRAVEL FOR A 3-FOOT COLLAR AROUND GALLEY,EXTENDING DOWN INTO THE EXISTING ACCEPTABLE MATERIAL(51'SAND). SCALE= NTS PROPOSED SANITARY F'ROI'l LE SCALE:NITS AS-BUILT SITE INFORMATION: BLACK -SUFFOLK COUNTY TAX MAP ID: 1000-114-01-07.01 -PROPOSED 3 BEDROOM 2 STORY HOUSE ON PREVIOUSLY VACANT LOT. RESIDENCE -AREA: 1.377 AC. 59,985 SQ FT. 0 -PROPERTY LOCATED AT 1995 POINT PLEASANT ROAD, MATTITUCK , �N TOWN OF SOUTHOLD, SUFFOLK COUNTY, NEW YORK. 0�% -SURVEY PROVIDED BY: WARD BROOKS LS 01-27-2024 00 _ -VERTICAL DATUM - NAVD '1988 DATUM 1995 POINT -SURFACE WATER SHOWN ON SITE PLAN. < / -PUBLIC WATER, ALL HOMES WITHIN 150LF CONNECTED TO PUBLIC WATER. PLEASANT ROAD / \ GENERAL NOTES: MATTITUCK, NY I�\ \ / 1. DESIGN FOR UP TO A 4-BEDROOM HOME. 11952 2. I/A OWTS SANITARY REPLACEMENT DESIGN. 12.00' 3. SITE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWTS SANITARY SYSTEM CONSTRUCTION ONLY. EXACT PROPERTY BOUNDARIES, UTILITY LOCATIONS 0P1 L�'8'85� \ AND 4. ELEVATIONS TIBASED ONONS ARENSOURVEYRPROVIDDED BY WARD BROOKS LS 01-27-2024 ALL toy ` \ 5. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO SOUTHOLD o PERFORMING SITE WORK. �'p boo;Tv 6. SOIL TEST HOLE DATA PROVIDED BY NATHAN CORWIN LS 3-26-2018 SUFFOLK COUNTY Z 0� O '0 gyp, \ 7. EXISTING SANITARY CESSPOOLS(S) TO BE PUMPED AND REMOVED AS NECESSARY O BLUE FLAG 2 cr�o >` �o`OA PER SCDHS STANDARDS. (WATER TAP?) "9� J -O �� \ 1o.s' 3 �.(O' � �� �� <�� � PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 4 BEDROOM RESIDENCE: Q���GI OP01 G�� 00,, 1. ONE (1) FUJI CEN-5 I/A OWTS Z� 20 \ 2. ONE (1) MAC80R BLOWER AND FUJI CONTROL ASSEMBLY. 0 �� 3. FOUR (4) 8.5 X 4.75 X 3 EFFECTIVE DEPTH LEACHING GALLEYS. 01 �0 \ 4. TWO (2) 8.5' X 4.75' FUTURE EXPANSION AREA. ya O� r •O J GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: / PROP.FOUR 4)3-FOOT PIP , �O. G \ 1. I/A OWTS SEPTIC SYSTEM DESIGNED FOR UP TO 4 BEDROOM HOME PER SUFFOLK I/A OWTS /AOO LEACHING \ O 7 14.8 /� a� E COUNTY DEPARTMENT OF HEALTH STANDARDS SCDHS 6/S% 20'POLYLOK 0) 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMBING SANITARY A` �� �O DISTRIBUTIo ox CONTRACTOR AS SHOWN ON PLANS. ��S , FUTU EXPANSION PRO .OVERHEAD 2 ^4 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION SYSTEM DESIGN PROP.PUBLIC WAT R ELEC RIC SERVICE �V' � -9 !-IA �`J 6° �„ SERVICE ��yG�,o-p PENETRATION AND 4-INCH PVC SDR35 DOWNSTREAM OF FOUNDATION. t I 4. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING O,NSITE A 2 USING THE METHOD APPROVED BY MANUFACTURER. x �O � PROP. WAY E � � �� St° -9 r r I W \� ti 5. THE DESIGN ENGINEER SHALL OVERSEE THE OWTS DURING SYSTEM STARTUP. ° � Sd,, OJ G1�0� i 3 /` WELL 6. THE OWTS INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT FROM SCDHS �o� A` O gW„ Ip „ 1885 POINT I AND BE A FUJI AUTHORIZED INSTALLER. 0 pW PLEASANTRD 7. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH .OQ �� �, \ zzz° N � SCDHS. THE DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS �1 \ 259.0' 0 492.0' V' O o � N J, CO REQUIRED BY SCDHS. Zro �,'Z �'� \ ISLAB E :13'± PROP. FFE:15'± GAR $ -9 �� �� 1 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE 0 2. � 0 PROP. IE:1r± PROVIDER AND THE PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR I A �j �l , 0Z0Z '001 \ CEN-5 DINTS D RES. 256.°' �,� ,'A� �` M s� OWTS. / HOMEPORT ENGINEERING SHALL NOT BE \ 0 FUJIC\ MACBL RR SSE BLY DW / RESPONSIBLE FOR THE CONSTRUCTION . MACBLO ER ASSEMBLY a'tN, � .� O 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC MEANS & METHODS UTILIZED BY THE < \ pW PATIO / SYSTEM. CONTRACTOR, NOR FOR THE SAFETY �, O DRYWELL BY OTHERS 11. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY 00�fn 0G \ v PRIOR TO INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. OF THE PUBLIC OR CONTRACTOR'S (P ), \ �0 \ \ / 12. I/A OWTS TO BE PASSIVELY VENTED THROUGH PLUMBING ROOF VENTS. EMPLOYEES. THE ENGINEER SHALL NOT �C �� 13. PROPOSED DRYWELLS BY OTHERS BE RESPONSIBLE FOR THE FAILURE OF 00 ���e, \ ���� THE CONTRACTOR TO CARRY OUT THE ° WORK IN ACCORDANCE WITH THE lj� O \ �� PR P. ¢J�°a� LEGEND SUFFOLK COUNTY DEPARTMENT OF � >. \ ' C, '�° m � o o LF - LINEAR FOOT Cp t� \� s \ 0 M F,- ;.0 0o z� CI -CAST IRON LG - LEACHING GALLEY HEALTH'S STANDARDS AND (9� 67� ) \ d _Cl CO - CLEANOUT LNRB - LINED NRB TH � / CP - EXISTING SANITARY CESSPOOL LP - LEACHING POOL REGULATIONS. CONTRACTOR SHALL EL:13' _ CTG - CUT TO GRADE MAX - MAXIMUM NOTIFY THE ENGINEER PRIOR TO DB - DISTRIBUTION BOX MIN - MINIMUM EL - ELEVATION OWTS - ONSITE WASTEWATER TREATMENT SYSTEM BACKFILLING OF ALL STRUCTURES AND Y/ O� o� A�cl \ \ C•8'W (J� '� / EX - FUTURE EXPANSION POOL PROP - PROPOSED ASSOCIATED PIPING. (p \ <�'AO ��O�s \ ��'�� / EXIS - EXISTING PT - PERCOLATION TEST FFEL - FINISHED FLOOR ELEVATION SCDHS - SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES GE - GRADE ELEVATION ST - SEPTIC TANK O,il 6 ZL�� Q\pPv \ \ 'O. / GPD - GALLONS PER DAY TH - TEST HOLE •607 N o \ HEGE - HIGHEST EXPECTED GROUNDWATER TR - TREE 0 TEA-INVERT ELEVATIONOWTS - / ALTERNATIVE OWTS TYP TYPICAL - WATER METER v• \ 2�� i \ O / / PS - PUMP STATION 37, I 3?OCJ� FpG �Iry � O� IQ LE I G s --- - S -1/2"VENTILATION PIPE 2 \ 0� J 1 \ v CHAMBER Volume al SCUM BAFFL B (gal) 6°2�' I \ �C J� I Sedimentation Chamber 277 `J _ Anaerobic Filtration Chamber 278 SO3 Aerobic Contact Filtration Chamber 127 S j, � ECIRCULATION Storage Chamber 63 S S8, 'V (P \� l AIR LIFT PUMP Disintection Chamber 4 I. \ �yc o O -- _ �3 :x' CTION Total Volume 749 Q � I�. •� - I _ CYLINDER(OPTIONAL) ° Q 4"INLET PI \ \ "OUTLET PIPE SPECIFICATIONS / /. `�' T` PO LYLO K D I STrZI B UT I O N BOX A� 4 JA Anaerobic Media PP/PE Filling Rate 32% .00 G\ j�9 SCALE:NTS Board Type Aerobic Media PVC/PP/PE Filling Rate 16% 'A� _ / - Aerobic Media PP/PE I Filling Rate 57% IFFLUENT Blower 2.8 cfm �� INLET BAFF AIR LIFT PUMP Tank FRP GRADE EL. 13.0'± © x'Q Piping PVC/PP/PE -NTS- Access Covers 1 Plastic/Cast Iron 'M 3 TE5T HOLE INFORMATION S < M R w PROVIDED BY IJATHAtJ ll Disinfectant(Optional) Chlorine Tablets "� (c L!. SANDY LOAM EL CORWIN LS PROPERTY RECIRCULATION PIP LOW BAFFLE � 12"AIR INTAKE °•�J tl-+-' 81 (OL) 12.5± LOCATED AT 1995 POINT FLOW OPENING(TYP. (CLEANING OPENING) B O BR WH PLEASANT RD ry^ > LOAMY SAND EL MATTITUCK,NY 1 1952. PLAN VIEW O (5M) 1 O.O'± DATED 3-2G-2018 �� 1 COm PALE BROWN + GYP ISINFECTION 4"MANHOLE L.17 IA CO t t FR IF TO DEPTH OF TEST HOLE 15.0'- 18"MANHOLE(TVP 18"MANHOLE(fYP 24"MANHOLE CYLINDER(OPTIONAL) (J (//Y/ �M./� OAR5E 5AN �.J'�° 1 (SP) EL HIGHEST GKVUST EXPECTED LOW OPENING O 1 o WATER IN STATEMENT PALE BROWtI -TEST NOLE SHOWS CARD TYPE `•f!^^ FINE TO GROUIJnWATER lO �j V' f, , COARSE ENCOUNTERED AT EL: CONTACT MEDIA -lST - SAND(5P) EL EXPECTED J 0 �� n- o 1 -2.0'± GROUNDWATER EL:3' © SCALE: 1:30 SANITARY SITE PLAN U)GROUND WATER X ® X DESIGNER: TAO SCALE- 1:30 EracoulJrERED FL s.o'± Ol ECIRCULATION DATE: 02-05-2024 FLOW EQUALIZER TEST HOLE INFORMATION ® ® ASSEMBLY 0 30' 60' SCALE:NTS SCALE: NT5 7 �R AEROBIC MEDIA FINISHED GRADE r RATION ASSEMBLY ♦` ♦,R T COVER MIN. V MAX. 2' SECTION A-A VIEW KMER�� SECTION B-B VIEW ENGINEERING PC. T. FUJI CEN-5 I/A OWT5 DESIGN NOTES: SCALE= NTS FUJI CLEAN CEN-5 FOP RESIDENTIAL STRENGTH WASTEWATER UP TO 500GPD.DF51GN FOP 4-BEDROOM 440GPD. HOMEPORT ENGINEERING P.C. ®�®�®�® THOMAS A O'DWYER PE SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS. /� / 3'-I ®®®®®®® TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE AND PROPERLY BACKFILLED PER MANUFACTURER LI C. NO.WATER 094873 �/ a 7" RECOMMENDATIONS. PO BOX 1111 ®®®®®®® 3.� T POST AT TER TO ANGLE A TO LLOW ®®®®®®® RUN OFF USE WITH MAC8(7R BLOWER AND FUJI CLEAN CONTROL PANEL. 1.- SETAUKET, NY 11733 , .n cT.EaN cMA nx INSTALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER ONLY. P"u"E` 631-223-8752 (� 4 A"- START-UP AND SERVICE TO BE PERFORMED 13Y A FUJI CLEAN AUTHORIZED SERVICE PROVIDER ONLY. 20' ' 0 TO C ANDB-REEP ONrROL infoClomeportengineering.com 3'-0" MAC 50R BLOWER O'WTS DETAIL ONTROLWIR,IIGTO APPROVED IN ACCORDANCE WITH BOARD OF RE55UETRFATED PROP FEE 15'± SCALE= NTS Ix ATHORTPISiSTANT REVIEW DETERMINATION DATED 5/14/2024 ElicL 11 s 11 I'D BY MAiiu FACTURER •-•••ate•-------- --- -•®--- - 15' i ENGINEER'S CERTIFICATION REQUIRED OF N��, SLAB EL: 13'± GROUNDWATER MIN. 3 °� �- FRCEOFBUILgNo SUFFOLK COUNTY DEPARTMENT O�' HEALTH SERVICES .`@� Nsao'o EXIS GRADE 11.5'± 20-INCHPOLYLOK ISTRIBUTION M„+rXIWXC EEP SUBMIT RE. OR R.A. CERTIFICATION BOX W/SAFET GRATING VENT IARCK COMPRCTEUENBEDMEM PERMIT FOR APPROVAL OF CONSTRUCTIO"J FOR A EXISTING GRADE EL.11.5'± 6INCHt RISERS TO GRADE EXISTING GRADE EL.11.5' EXISTING GRADE EL.11 5'± �o�pE,E��"D LEACHING GALLERY DETAIL NOTES BEATE-BT�R aRe FOR INSTALLATION AND CONSTRUCTION FLOOR SLRN OP STRUCTUNE BUN�BLE COVEN 1 �0 wPPLY OF I/A OWTS SINGLE FAMILY RESIDENCE ON LY oB�� SCALE: NTS FROM owELDNc ro owr IE:9 9'± PROP IE 11.0± IE:9.8'± IE'9.5'± IE s.a'± Ie.ss'm ®�® ®�® ®� ®�® FUJI CONTROL PANEL DETAIL FOR FINALAP�OVAL. USE FORM WWM 073. 4-INCH PVC SDR35 4-INCH PVC SDR35 ® ® ® ® ® ® ® &TENN N ExrENDN O0 MIN SLOPE.027LF ®®® ®®® ®® 40 MIN SLOPE.01'/LF ®®® ®®® ®® ®®®eM LEACHING GALLEY NOTES SCALE =NTS ® oa4e13 COIN BASEMENT ®®® ®®® ®® ®®®tom INTERIOR FOUR(4)5.5'X 4.75'X 3'EFFECTIVE DEPTH PRECAST CONCRETE LEACHING GALLEYS BASE OF CHAMI ER EL.6.6'± SEWER L„JE CIRCUIT BREAKER NOTES: ` S.S1O MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY DATE 5/16/2024 H.S. REF. NO. R-24-0185 5' - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE,MAXIMUM 24-INCH mnLN eaeaxrN ELECTRICAL PANEL Fun coNranl.rnrFl. 3.-�. """TANK-- nisi PAN[I TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4-BEDROOM HOME CBLI-20AMPS-120VAC FUJI CLEAN CEN-5 IYA OWTS (4X)3'LEACHING GA LEYS SPACED 2-FOOT APART IN LINE FOUNDATION IONB FORE TRANSIT- T ON FROM wi4-INCH SDR35 CROSSOVER PIPES MINIMUM SETBACK FROM BASE OF CHAMBER TO GROUNDWATER 3-FOOT. • ATIMD WMCOFPLIANTENRTOI'p I C13-LI al APPROVED HEGW3.0'± RTSM0.]0]ICOMPLIANTSON355EWENPIPE GROUNDWATER 3 0'± GROUN ATER 3 0'± MINIMUM 3-FOOT SE BACK FROM BOTTOM OF SYSTEM TO GROUNDWATER 3.0'+ GRo NDWATER,3.7'SETBACK SHOWN EXISTING SOIL CONDITION STATEMENT CLEANOUTATFACEOFBUILDING FOR MAXIMUM ®F 4 BEDROOMS LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND GRAVEL ONLY(5P,5W) FUJI CEN-5 SINGLE LINE WIREING DIAGRAM SHEET: OI 7 501L CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN FIELD AT TIME OF IN5iTALLATION. EXPIRES THREE YEARS FROM DATE OF APPROVAL 01 10, 20' 30' 401 501 60' / 0I REMOVE AND REPLACE UNSUITABLE SOILS IF NECESSARY WITH CLEAN SAND AND GFRAVEL FOR A 3-FOOT TYPICAL CLEANOUT DETAIL SCALE= NTS DOLLAR AROUND GALLEY, EXTENDING DOWN INTO THE EXISTING ACCEPTABLE MATERIAL(5P SAND). SCALE= NTS PROPOSED SANITARY PROFILE SCALE:NTS o ((POINT PNT IKE /OAD) -O.H. SANITARY SYSTEM TIE {^`WIRES DISTANCES /^Co• N 63°15'00"E 68.00' B 1 19 5 z 0 2 30.5' 45' W V a 3 22,5' 40' RAILROAD 4 17' 41' SPIKE UP gyp, 5 29' 49' j DIRIT t� O r.P :6 25• 5.0' Jy-� CT1 C,j Lh O (T o APR 2 4 2026 O� �OJy le V4��d SF ) I' O ITPOI t% dy eo C7• ^• DEClToe1 � 0 O .� N• 1t \C 'Fs•�� � s � d2 yyM1, NF �g;L JS iry�0 4.8 16.4•W rJ du a ¢ V Q0. a 6L j�34.91\ ' DECK c Z S I�1S'14�"IS T9T SO O SL�S r,0, Y a 42i 3O yby1T1 /i_6 6 POOLFENCE J 009- �rwl '�S_/ ti` —(ORANGE PLASTIC) 1 O GAS C \01 /' SI _ t1 TANK 600 /J '� �P CD Y N 4\ "P.MR POOL , Q _` EOUIP� SO Rko NQ 'A,,y� FE.0.8W STAKE 00 `NON,E NS ROPO1 eL d6>6 FD R R P S pLFISP oa7i00� FAD �O IN �w0 os•w CC 33 g9 LOCUST FLAG FLAG 5 FLAG oo'G TREE ON FLAG FLAG FLAG 014 N 41 4a° 8 CORNER q10 OP n11 112 Flat 0 O ' N FJ CONC. LANDWARD LIMITS OF TIDAL WETLANDS AS FLAGGED FLAG r_ 013 E�S MON,FO. BY COLE ENVIRONMENTAL SERVICES ON 12/1523 \\to TDOWN FLAG 1/ S78°04' as j p DO„ `1 0- FLAG FLAG — Fp7 / V 7Q°28'06•'l/�/ 155 34.62, W o N FLAG ne — '�r`�' S� 53.31' .1.1$ LL V CV FLAG FLAG AN l / ��Cl' r f10 4 'z CO Lo u2 _L02,..-vCNN p V � z / 30-(1'`N S 66°36-25"W FLAG / A Act.06' S 66°01'36"W �ZEEK n1 (FOLK COUNTOPIRk ENT OF HEALTH SERVICES 52.89' APPROVAL OF CONSTRUCTED WORKS FOR MAP OF 1995 POINT PLEASANT ROA A SINGLE FAMILY RESIDENCE MINOR SUBDIVISION FOR JOHN BLA LOT 17,LOT 18,LOT 19,LOT 20 ON Date:APR Z 3 1026 H.S.Ref.No. "MAP OF POINT PLEASANT" SITUATETE AT MATTIT The sewage disposal and water sv:ply facilities at this location ha a been TOWN OF SOUTHOLD inspected and/or certified by this Department or other agenci s and b to e satisfactory SUFFOLK COUNTY,NEW YORK foundy FOR A MAXIMUM OF BEDROAAgg1 0'I8.5-X14°I FILED:MAY 17, 1916,FILE No.720 SCTM 1000-114.004 1.00-007.001,007.002 CERTIFIED TO: 40. SURVEYED:NC JEMBER 14,2023 (J WETLAND FLAGS ECEMBER 20.2023 ©COPYRIGHT 2026 WARD BROOKS.ALL RIGHTS RESERVED.DUPLI TION OFTHIS DOCUMENT IS IBNOF 6501+T1AI.CpF G &WATER MAIN THIS SURVEY HAS BEEN PREPARED IN ACCORDANCE WRH THE DE OF PRACTICE ADOPTED BY I I.71-11`/ r'F{)�r,�,,VVEF THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SU VEYORS. OFFICE OF WASTE MANAGEMEL2RQP.HOUSE LOCA ION:JANUARY 27,2024 CERTIFICATION SHALL RUN ONLY TO THE PERSON,THEIRINTERE �V CROP.SUBDIVI510 :FEBRUARY 5,2024 CERTIFICATIONS ARE NOT TRANSFERABLE. ARCH 6.2024 THE EXISTENCE OF RIGHTS OF WAY,ANDIOR EASEMENTS OF RECORD.IF ANY NOT SHOWN ARE NOT GUARANTEED. REVISED:MAY 17,2025 ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF SECTION 7209.20F THE NEW YORK STATE EDUCATION LAW. REVISED:JULY 18,2025 00 NOT SCALE FENCES.OFFSETS SUPERCEDE. FINAL:FEBRUARY 12,2026 ELEVATIONS REFER TO NAVD'85 INDICATED THUS O_0'. REVISED:AP 6 LAND SURVEY LONG ISLAND.COM:. WAF06 WARD BROOKS LAND SURVEYOR 11 OCEAN AVENUE BLUE POINT, NY: 117.15 . .: ' ; •G 50731 ,- (631) 576-7794 (631) 363-3179 WARDBROOKSQOOGMAIL.COM FILE 11111473 FINAL Generated by REScheck-Web Software Compliance Certificate Project 1995 rit PleaPD) Energy Code: 2009 IECC Location: ' attituck, Construction Type Single-fam Project Type: New Const Conditioned Floor rea: • 2,t439 ft2 Glazing Area °o Climate Zone: 4 Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1995 Point Pleasant Road John Black DAVID TURNER Mattituck, New York 11791 1995 Point Pleaseant Road DAVID TURNER ARCHITECT, P.0 Mattituck,New York 11791 366 West 30th Street Jblack@eagleprocessing.com First Floor NEW YORK, NY 10001 9179169451 davidturner@verizon.net Com,pliance: Passes Using UA trade-off Compliance: 22.3%.Better Than Code Maximum UA: 1115 Your UA: 878 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross;Area Cavity Cont. Prop. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 2,000 0.0 40.0 0.024 0.030 48 60 Ceiling: Cathedral Ceiling 800 0.0 40.0 0.024 0.030 19 24 Wall:Wood Frame, 16"D.C. 4,500 0.0 20.0 0.041 0.082 123 246 Door: Glass Door(over 50%glazing) 600 0.280 0.350 168 210 Window:Wood Frame 900 0.280 0.350 252 315 .Floor:Slab-On-Grade(Unheated) Insulation depth:4.0' 150 40.0 0.636 0.767 0 0 Insulation position: No Insulation Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Pagel of 7 Assembly or Cavity Cont. Prop. Req-. Prop. Req.— Gross Area Basement Wall:Solid Concrete or Masonry Wall height: 8.0' 4,400 0.0 28.0 0.061 0.059 268 260 Depth below grade: 7.0' Insulation depth:4.0' Compliance Statement. The proposed building design described here is consiste ilding plans,specifications,and other calculations submitted with the permit application.The proposed building een designed—to meet the 2009 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory quirements ' din the REScheck Inspectio Check'St. Name-Title Signature Date Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 2 of 7 I REScheck Software Version : REScheck-Web C�(J Inspection Checklist Energy Code: 2009 IECC Requirements: 50.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.2 ;Construction drawings and ❑Complies [PR1]1 documentation demonstrate ❑Does Not �y energy code compliance for the ❑Not Observable building envelope. ❑Not Applicable 103.2, ;Construction drawings and ❑Complies Requirement will be met. 403.7 !documentation demonstrate ❑Does Not [PR3]1 !energy code compliance for ❑Not Observable lighting and mechanical systems. Systems serving multiple ? ❑Not Applicable dwelling units must demonstrate ;compliance with the commercial code. 403.6 :Heating and cooling equipment is Heating: I Heating: ;❑Complies ;Requirement will be met. [PR2]2 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not J on loads per ACCA Manual J or Cooling: Cooling: ❑Not Observable other approved methods. Btu/hr Btu/hr ❑Not Applicable Additional Comments/Assumptions: 1IHigh impact(Tier 1) —T2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 3 of 7 ' r Section Flans Verified Field Verified # Foundation inspection Q4asaae Value Compiles? Comments/Assumptions Sc Req. l® -_ — - 402.1.1 Slab edge insulation R-value. R- �'.-R- _ ❑Complies ;See the Envelope Assemblies [FO111 ❑ Unheated ❑ Unheated ❑Does Not table for values. ❑ Heated ❑ Heated ❑Not Observable ❑Not Applicable 303.2, !Slab edge insulation installed per `— ❑Complies 402.2.8 manufacturer's instructions. ❑Does Not [F0211 ❑Not Observable ❑Not Applicable 402.1.1 ;Slab edge insulation ft ft '❑Complies ;See the Envelope Assemblies [F03]1 depth/length. '❑Does Not table for values. '_6' 1❑Not Observable ❑Not Applicable 402.1.1 Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F0411 insulation R-value.Where interior;' ❑ ;table for values.' insulation is used,verification Does Not may need to occur during ;❑Not Observable Insulation Inspection. Not ❑Not Applicable required in warm-humid locations in Climate Zone 3. 303.2 ;Conditioned basement wall ❑Complies [F05]1 insulation installed per :❑Does Not manufacturer's instructions. ❑Not Observable ❑Not Applicable 402.2.7 ;Conditioned basement wall ft ft ❑Complies See the Envelope Assemblies [F06]1 insulation depth of burial or ',❑Does Not ;table for values. distance from top of wall. ❑Not Observable ❑Not Applicable 303.2.1 A protective covering is installed :❑Complies [F011]z to protect exposed exterior j '❑Does Not insulation and extends a -01 minimum of 6 in. below grade. ❑Not Observable f _ ❑Not Applicable 403.8 'Snow-and ice-melting system ❑Complies ;Exception: Requirement is [FO12]2 controls installed. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2�Medium impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 4 of 7 Sect!on 1 # Framing/Rough-in Inspection Flans Verified Field Verified Complies? Comments/Assumptions & Req.ID Velars _ Value -- - 402.1.1, :Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, :average). ❑Does Not table for values. 402.3.3, 402.5 ' Not Observable [FR2]1 ;[]Not Applicable 303.1.3 ;U-factors of fenestration products; T —^ ❑Complies [FR4]1 !are determined in accordance ❑Does Not with the NFRC test procedure or ❑Not Observable taken from the default table. ❑Not Applicable 402.4.4 Fenestration that is not site built ❑Complies [FR20]1 is listed and labeled as meeting I ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC ❑Not Observable 1400 that do not exceed code ❑Not Applicable limits. 402.4.5 'IC-rated recessed lighting fixtures; ❑Complies [FR16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate<2.0 cfm ; ❑Not Observable leakage at 75 Pa. ❑Not Applicable 403.2.1 ;Supply ducts in attics are R- R- ;❑Complies ;Exception: Ducts located [FR12]1 insulated to>_R-8.All other ducts ! R_ R_ ;❑Does Not completely inside the !in unconditioned spaces or ❑Not Observable building envelope. outside the building envelope are insulated to>_R-6. ;❑Not Applicable 403.2.2 ;All joints and seams of air ducts, ❑Complies ;Requirement will be met. [FR13]1 -air handlers,filter boxes,and ❑Does Not ;building cavities used as return t ❑Not Observable ducts are sealed. i❑Not Applicable j 403.2.3 'Building cavities are not used for ; '❑Complies ;Requirement will be met. [FR15]3 supply ducts. i❑Does Not j ❑Not Observable ❑Not Applicable 403.3 HVAC piping conveying fluids ; R- ; R- ;❑Complies Exception: Requirement is [FR17]2 'above 105°F or chilled fluids !❑Does Not not applicable. below 55°F are insulated to zR-10) ❑Not Observable 3. ❑Not Applicable 403.4 Circulating service hot water R- R- ;❑Complies Requirement will be met. [FR18]2 pipes are insulated to R-2. ❑Does Not O� ❑Not Observable ❑Not Applicable 403.5 Automatic or gravity dampers are: ❑Complies [FR19]2 installed on all outdoor air ❑Does Not J intakes and exhausts. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) =Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 5 of 7 Section Plans Verified Field Verified # Insulation inspection Value value Complies? Comments/Assumptions & Req.i® ------- -- --- - ----- ___—.'---- 303.1 All installed insulation is labeled ❑Complies [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Wall insulation R-value. If this is a` R- R- —�;❑Complies j See the Envelope Assemblies 402.2.4, 'mass wall with at least'/2 of the ❑ Wood ;❑ Wood I❑Does Not table for values. 402.2.5 :wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 :exterior,the exterior insulation ,� requirement applies. ;❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]1 'manufacturer's instructions. ❑Does Not ❑Not Observable . []Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) -3 l Low Impact(Tier 3) 1 Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 6 of 7 Section plans Verified Field Verifaed # Final Inspection Provisions Value Value Complies? Comments/Assumptions & lted.I® 402.1.1, Ceiling insulation R-value.Where ; R- R- ❑Complies See the Envelope Assemblies 402.2.1, > R-30 is required, R-30 can be ❑ Wood ❑ Wood :❑Does Not ;table for values. 402.2.2 iused if insulation is not ❑ Steel ❑ Steel ❑Not Observable [FI1]1 ;compressed at eaves.R-30 may be used for 500 ftz or 20% i❑Not Applicable ;(whichever is less)where sufficient space is not available. _ 303.1.1.1, Ceiling insulation installed per T— ~ -❑Complies 303.2 manufacturer's instructions. ❑Does Not [FI2]1 ;Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Attic access hatch and door R- R- ;❑Complies . [F13]1 !insulation>_R-value of the ;❑Does Not ;adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.2, Building envelope tightness ACH 50= ACH 50 = ❑Complies 402.4.2.1 verified by blower door test result T]Does Not [FI17]1 j of<7 ACH at 50 Pa.This requirement may instead be met ; ❑Not Observable :via visual inspection, in which ❑Not Applicable case verification may need to occur during Insulation Inspection. 403.2.2 ;Post construction duct tightness cfm cfm ;❑Complies 'Exception:All ducts and air [FI4]1 test result of<-8 cfm to outdoors, ; '❑Does Not handlers are located within or<_12 cfm across systems.Or, ;❑Not Observable ;conditioned space. VQ rough-in test result of s6 cfm across systems or 254 cfm ;❑Not Applicable without air handier.Rough-in test ;verification may need to occur during Framing Inspection. 403.1.1 Programmable thermostats '❑Complies ;Requirement will be met. [FI9]2 installed on forced air furnaces. ,❑Does Not 11 ❑Not Observable ❑Not Applicable 403.1.2 Heat pump thermostat installed ;❑Complies ;Requirement will be met. [FI10]� on heat pumps. j ;❑Does Not j .❑Not Observable ❑Not Applicable 403.4 Circulating service hot water ; ❑Complies Requirement will be met. [FI11]2 :systems have automatic or ❑Does Not J -accessible manual controls. .❑Not Observable ❑Not Applicable 404.1 i 50%of lamps in permanent ❑Complies ;Requirement will be met. [FI6]1 fixtures are high efficacy lamps. ❑Does Not ❑Not Observable j ❑Not Applicable 401.3 Compliance certificate posted. ❑Complies [F[7]2 ❑Does Not ❑Not Observable ❑Not Applicable 303.3 Manufacturer manuals for _ ❑Complies ;Requirement will be met. [FI18]3 ;mechanical and water heating ❑Does Not J :equipment have been provided. []Not Observable ❑Not Applicable j Additional Comments/Assumptions: F1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasent Road Report date: 06/13/24 Data filename: Page 7 of 7 1 r .♦ r r r 1 , 2009 9ECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 20.00 Below-Grade Wall 28.00 Floor 40.00 Ceiling/Roof 40.00 Ductwork(unconditioned spaces): Door Rating U-Factor SHGC Window 0.28 Door 0.28 Heating Cs, . .ling Equipm,ent Efficiency Heating System: Cooling System: Water Heater: Name: Date: Comments 5 , ' Generated by REScheck-Web Software Compliance Certificate l Project 1995 Point Pleasant Road Energy Code: 2018 IECC Location: Mattituck, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,583 ft2 Glazing Area 24% Climate Zone: 4 (5331 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: false Construction Site: Owner/Agent: Designer/Contractor: 1995 Point Pleasant Road Joe Sialiano Mattituck, NY 11952 Gold Hill Builders LLC 631-651-2844 joe@goldhillbuilders.com Compliance: Passes using UA trade-off Compliance: 9.4%Better Than Code Maximum UA: 552 Your UA: 500 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck.Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Assemblies Prop.Gross Area Cavity Cont. Perimeter Ceiling: Flat Ceiling or Scissor Truss 177 38.0 0.0 0.030 0.026 5 5 Ceiling-Hot Roof: Cathedral Ceiling 2,950 38.0 0.0 0.027 0.026 80 77 Wall:Wood Frame, 16"o.c. 2,752 21.0 0.0 0.057 0.060 117 123 Door: Glass Door(over 50%glazing) 234 0.300 0.320 70 75 SHGC: 0.30 Window:Vinyl Frame 474 0.300 0.320 142 152 SHGC: 0.30 Wall-Partition:Wood Frame, 16"o.c. 234 21.0 0.0 0.057 0.060 12 13 Door 1: Solid Door(under 50%glazing) 21 0.140 0.320 3 7 Floor over Garage:All-Wood Joist/Truss 324 30.0 0.0 0.033 0.047 11 15 Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 1 of10 t Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Floor over Basement:All-Wood Joistfrruss 1,808 30.0 0.0 0.033 0.047 60 85 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. A� 9/9/2024 Name-Title Signature Date Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 2 of10 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement,the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies :Requirement will be met. 103.2 !documentation demonstrate I I I❑Does Not [PRl]1 !energy code compliance for the „ I ; !building envelope.Thermal ❑Not Observable , !envelope represented on I❑Not Applicable ; construction documents. ( ; 103.1, ;Construction drawings and I❑Complies ;Requirement will be met. 103.2, !documentation demonstrate I I I❑Does Not 403.7 !energy code compliance for [PR3]1 ;lighting and mechanical systems. ❑Not Observable I !Systems serving multiple I ❑Not Applicable ; ;dwelling units must demonstrate g Icompliance with the IECC I !commercial Provisions. I I I 302.1,' ;Heating and cooling equipment is; Heating: I Heating: ;❑Complies :Requirement will be met. 403.7 !sized per ACCA Manual S based a Btu/hr I Btu/hr ;[:]Does Not [PR2]2 !on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable ;$, I Manual J or other methods ; Btu/hr ; Btu/hr I !approved by the code official. 8 I I❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 ,Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &Req.ID 303.2.1 ,A protective covering is installed to ;❑Complies ;Requirement will be met. [FO11]2 protect exposed exterior insulation ElDoes Not sand extends a minimum of 6 in. below jgrade. :❑Not Observable; :,[]Not Applicable 403.9 (Snow-and ice-melting system controls;❑Complies ;Requirement will be met. [FO12]2 installed. ;❑Does Not ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 12 1 Medium Impact(Tier 2) 1 3 1 Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 4 of10 section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, (Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ! 1❑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 ; � � ;❑Not Observable [FR2]1 I ;❑Not Applicable 303.1.3 ;U-factors of fenestration products, ; ;❑Complies ;Requirement will be met. [FR4]1 !are determined in accordance i ❑Does Not : ; !with the NFRC test procedure or ; ; (taken from the default table. ❑Not Observable ! ; ;❑Not Applicable ; 402.4.1.1 Air barrier and thermal barrier ; ; ;❑Complies :Requirement will be met. [FR23]1 E installed per manufacturer's I ;❑Does Not f} instructions. i I I ;❑Not Observable ❑Not Applicable 402.4.3 ;Fenestration that is not site built ; ; ;❑Complies ;Requirement will be met. [FR20]1 his listed and labeled as meeting 1 ;❑Does Not �AAMA/WDMA/CSA 101/I.S.2/A440 1 or has infiltration rates per NFRC :❑Not Observable I400 that do not exceed code �❑Not Applicable i limits. 402.4.5 IIC-rated recessed lighting fixtures; ; ;❑Complies ;Requirement will be met. [FR16]2 sealed at housing/interior finish ;❑Does Not Land labeled to indicate s2.0 cfm ; ; ;leakage at 75 Pa. ; UNot Observable ;❑Not Applicable ; 403.3.1 ;Supply and return ducts in attics ; ; ;❑Complies ;Requirement will be met. [FR12]1 !insulated >= R-8 where duct is I I❑Does Not >=3 inches in diameter and >_ 11-6 where<3 inches.Supply and', ;❑Not Observable !return ducts in other portions of I ; ;❑Not Applicable !the building insulated >= R-6 for Idiameter>=3 inches and R-4.2 for<3 inches in diameter. I I 403.3.2 1 Ducts, air handlers and filter ; ; ;❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with I :❑Does Not ;joints/seams compliant with ;International Mechanical Code or 9 ;❑Not Observable 1 International Residential Code, as I I :❑Not Applicable !applicable. 403.3.5 Building cavities are not used as ; ;❑Complies ;Requirement will be met. [FR15]3 ducts or plenums. ;❑Does Not ;❑Not Observable ; ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- ; R- ;❑Complies :Requirement will be met. [FR17]2 I above 105°F or chilled fluids I :❑Does Not below 55°F are insulated to>_R- ❑Not Observable 3 I ' 13. I ;❑Not Applicable 403.4.1 j Protection of insulation on HVAC ; ; ;❑Complies ;Requirement will be met. [FR24]1 piping. o ;❑Does Not e ;❑Not Observable ❑Not Applicable 403.5.3 I Hot water pipes are insulated to ; R- ; R- ;❑Complies :Requirement will be met. [FR18]2 !>_R-3. ;❑Does Not I ;❑Not Observable ❑Nat Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 5 of10 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID 403.6 ;Automatic or gravity dampers are:` ❑Complies :Requirement will be met. [FR19)2 iinstalled on all outdoor air !❑Does Not Jintakes and exhausts. I❑Not Observable : ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 6 of10 section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 ;All installed insulation is labeled !❑Complies !Requirement will be met. [IN13]2 !or the installed R-values ;❑Does Not provided. :[-]Not Observable I s❑Not Applicable 402.1.1, I Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E ;❑ Wood ;❑ Wood UDoes Not table for values. [IN1]1 i ❑ Steel ❑ Steel ;❑Not Observable ;❑Not Applicable 303.2, `Floor insulation installed per ;❑Complies I Requirement will be met. 402.2.8 !manufacturer's instructions and ElDoes Not [IN2]1 in substantial contact with the I cJ ;underside of the subfloor,or floor; ❑Not Observable !framing cavity insulation is in !❑Not Applicable ; jcontact with the top side of ! I 1 I I !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 ! ! ! ! members. 402.1.1, !Wall insulation R-value. If this is a; R- ! R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ;❑ Wood Oboes Not :table for values. 402.2.E Iwall insulation on the wall ❑ Mass !❑ Mass !❑Not Observable [IN3]1 lexterior,the exterior insulation ! , j !requirement applies(FR10). ❑ Steel i❑ Steel !❑Not Applicable ! I I I I I 303.2 ,Wall insulation is installed per ! ! !❑Complies !Requirement will be met. [IN4]1 manufacturer's instructions. a ;❑Does Not ! ! !❑Not Observable 1.ElNot Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 7 of10 section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, i ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ! ❑ Steel ❑ Steel 402.2.6 ❑Not Observable [Fill' ! ;❑Not Applicable i 303.1.1.1,1Ceiling insulation installed per ;❑Complies ;Requirement will be met. 303.2 !manufacturer's instructions. a ❑Does Not [FI21' !Blown insulation marked every ; 300 ft2. ,❑Not Observable , ❑Not Applicable 402.2.3 ;Vented attics with air permeable ; ;❑Complies ;Exception: Requirement is [F12212 I insulation include baffle adjacent I ElDoes Not :not applicable. Ito soffit and eave vents that a i I ; ; I❑Not Observable .,extends over insulation. , I ;❑Not Applicable 402.2.4 !Attic access hatch and door R- R- ; Complies ;Requirement will be met. [FI31' I insulation ;!:R-value of the :ElDoes Not !adjacent assembly. ❑Not Observable 1 ❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50= ACH 50 = ;❑Complies ;Requirement will be met. [FI17]' lach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ; ❑Not Applicable 403.3.3 (Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI27]' determine air leakage with ft2 ft2 :ElDoes Not !either: Rough-in test:Total I leakage measured with a :❑Not Observable !pressure differential of 0.1 inch ; ;❑Not Applicable lw.g.across the system including (the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total ,leakage measured with a I !pressure differential of 0.1 inch w.g.across the entire system !including the manufacturer's air ; handler enclosure. e 403.3.4 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI41' cfm/100 ft2 across the system or 1 ftz ftz :ElDoes Not <=3 cfm/100 ft2 without air '❑Not Observable handler @ 25 Pa. For rough-in !tests,verification may need to ; ;❑Not Applicable ; !occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated ;❑Complies ;Requirement will be met. [FI24]' !by manufacturer at<=2%of ;❑Does Not design air flow. ;❑Not Observable ❑Not Applicable 403.1.1 ;Programmable thermostats !❑Complies ;Requirement will be met. [FI9]2 installed for control of primary a ElDoes Not heating and cooling systems and initially set by manufacturer to :❑Not Observable e !code specifications. ;❑Not Applicable ; 403A.2 .!Heat pump thermostat installed ;❑Complies ;Requirement will be met. [FI1012 J'on heat pumps. 1 a ElDoes Not ;❑Not Observable 1 ❑Not Applicable 403.5.1 ,Circulating service hot water ;❑Complies ;Requirement will be met. [FI11]2 ;systems have automatic or a :ElDoes Not !accessible manual controls. ;❑Not Observable ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3, Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 8 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 403.6.1 ;All mechanical ventilation system; ❑Complies :Requirement will be met. [F]25]2 fans not part of tested and listed ;❑Does Not HVAC equipment meet efficacy ; ; ; and air flow limits per Table ; ,❑Not Observable R403.6.1. ; ; ;❑Not Applicable 403.2 Hot water boilers supplying heat ; ; ;❑Complies ;Requirement will be met. [F[26]2 !through one-or two-pipe heating 1❑Does Not I systems have outdoor setback control to lower boiler water ; ; UNot Observable temperature based on outdoor I ; ❑Nat Applicable ; Itemperature. 403.5.1.1 Heated water circulation systems ; ; - ❑Complies ;Requirement will be meta [FI28]2 I have a circulation pump.The ❑Does Not Is stem return pipe is a dedicated return pipe or a cold water supply; UNot Observable pipe.Gravity and thermos- ❑Not Applicable ; Esyphon circulation systems are not present.Controls for I circulating hot water system ,pumps start the pump with signal for hot water demand within the ; ; I occupancy. Controls i i 1 1 automatically turn off the pump ; when water is in circulation loop ; is at set-point temperature and ' ' 1 no demand for hot water exists. 403.5.1.2 I Electric heat trace systems ; ; ;❑Complies ;Requirement will be met. [FI29]2 comply with IEEE 515.1 or UL 1 l' ;❑Does Not 1515.Controls automatically ; ; i adjust the energy input to the ; ; UNot Observable !heat tracing to maintain the ; ; ;❑Not Applicable ; !desired water temperature in the {piping. 403.5.2 !Demand recirculation water ; ;❑Complies ;Requirement will be met. [F130]2 systems have controls that ;❑Does Not !manage operation of the pump ; ; and limit the temperature of the ; ; UNot Observable , water entering the cold water ; ;❑Not Applicable ; piping to<= 1049F. ; 403.5.4 !Drain water heat recovery units ; ;❑Complies ;Requirement will be met. [FI31]2 tested in accordance with CSA I 1 ;❑Does Not lB55.1. Potable water-side {pressure loss of drain water heat i UNot Observable recovery units<3 psi for ! ; !❑Not Applicable ; individual units connected to one or two showers.Potable water- side pressure loss of drain water I ; ,heat recovery units <2 psi for !individual units connected to !three or more showers. I I I 404.1 190%or more of permanent ; ; ;❑Complies ;Requirement will be met. [FI6]1- !fixtures have high efficacy lamps.: :❑Does Not ❑Not Observable ❑Not Applicable 404.1.1 !Fuel gas lighting systems have ; ; ;❑Complies ;Requirement will be met. [FI23]3 !no continuous pilot light. ;❑Does Not ❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. ; ; ;❑Complies ;Requirement will be met. [F[7]2 ; QDoes Not ;❑Not Observable :,[:]Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 I Manufacturer manuals for ;❑Complies !Requirement will be met. (FI18]3 {mechanical and water heating i ;❑Does Not !systems have been provided. I I ;❑Not Observable ❑Nat Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 1995 Point Pleasant Road Report date: 08/22/24 Data filename: Page 10 of10 2018 IECC Energy r♦ 3 ju Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 38.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.30 0.30 Door 0.30 0.30 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments vvrightsoft' Load Short Form Job: 1995 Point Pleasant Road Date: 11/10/25 Entire House By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1995 Point Pleasant Road, Mattituck, NY 11952 Design Inf• • Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref. n/a Coil n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH1_1st Floor 1808 31612 22240 1567 1567 AH2_2nd Floor 1240 16270 12919 780 780 Entire House 3049 47883 35158 2347 2347 Other equip loads 4256 599 Equip. @ 1.00 RSM 35757 Latent cooling 4029 TOTALS I 3049 I 52139 I 39786 I 2347 I 2347 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsof$" 2025-Nov-10 23:31:32 - .M>:•,�„� �,� ., Right-Suite@)Universal 2024 24.0.04 RSU20822 Page 1 ACCN ...oft HVAC\1995 Point Pleasant Road_Mattituck.rup Calc=MJ8 Front Door faces: E Load Short Form Job: 1995 Point Pleasant Road �Ilr��h $Q Date: 11/10/25 AH 1 1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 1995 Point Pleasant Road, Mattituck, NY 11952 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Ins ide db(°F) 72 75 Construction quality Tight Design TD(°F) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Currently Installed Equipment Trade WEIL-MCLAIN Trade AMERICAN STANDARD Model ECO TEC 110 Cond 4A7A4048N1 AHRI ref Hot Water Coil ATQ2-1236 Coil TEM4AOC49M41++TDR AHRI ref 209067997 Efficiency 95 AFUE Efficiency 11.7 EER2,14.3 SEER2 Heating input 110000 Btuh Sensible cooling 32900 Btuh Heating output 86119 Btuh Latent cooling 14100 Btuh Temperature rise 50 °F Total cooling 47000 Btuh Actual air flow 1567 cfm Actual air flow 1567 cfm Air flow factor 0.050 cfm/Btuh Air flow factor 0.070 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.88 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Foyer 228 3275 2293 162 162 Kitchen/GreatRm 727 10328 8234 512 580 Laundry Rm 99 3287 3093 163 218 Library 158 3954 3384 196 238 Master Bath 172 3677 1310 182 92 Master Bedroom 385 6994 3916 347 276 Pwdr Rm 39 97 10 5 1 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 4- � wrightsofitx' 2025-Nov-10 23:31:32 .w,,=a,..a�. s ac«n Right-Suite@ U niversal 2024 24:0.04 RSU20822 Paget ...oft HVAC119g5 Point Pleasant Road_Mattituck.rup Calc=MJ8 Front Door faces: E AH1_1st Floor 1808 31612 22240 1567 1567 Other equip loads 2328 327 Equip. @ 1.00 RSM 22567 Latent cooling 3202 TOTALS I 1808 l 33940 l 25769 l 1567 I 1567 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft" 2025-Nov-10 23:31:32 ^� .as•,r. ..,. .•, Right-Suite®Universal 2024 24.0.04 RSU20822 Page3 M •f�iC+�1 ...oft HVAC\1995 Point Pleasant Road_Maftituck.rup Calc=MJ8 Front Door faces: E - wrih ft. Load Short Form Job: 1995 Point Pleasant Road t5® Date: 11/10/25 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1995 Point Pleasant Road, Mattituck, NY 11952 � - • Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 72 75 Construction quality Tight Design TD ff) 64 9 Fireplaces 1 (Tight) Daily range - M Inside humidity(%) 35 50 Moisture difference(gr/lb) 34 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Currently Installed Equipment Trade WEIL-MCLAIN Trade AMERICAN STANDARD Model ECO TEC 110 Cond 4A7A3024N1 AHRI ref Hot Water Coil ATQ2-1515 Coil TEM4AOB24S21++TDR AHRI ref 209868201 Efficiency 95 AFUE Efficiency 11.0 EER2,13.4 SEER2 Heating input 110000 Btuh Sensible cooling 16380 Btuh Heating output 42974 Btuh Latent cooling 7020 Btuh Temperature rise 50 °F Total cooling 23400 Btuh Actual air flow 780 cfm Actual air flow 780 cfm Air flow factor 0.048 cfm/Btuh Air flow factor 0.060 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0.87 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Balcony/Hall 154 1202 966 58 58 Bath 1 76 1674 511 80 31 Bath 2 33 95 16 5 1 Bedroom 1 328 5365 2824 257 171 Bedroom 2 183 2086 2209 100 133 Foyer OTB 169 2623 3416 126 206 GR OTB 297 3226 2977 155 180 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ti w rightsof#, 2025-Nov-10 23:31:32 Right-Suite®Universal 2024 24.0.04 RSU20822 Page ..oft HVAC11995 Point Pleasant Road_Mattituck.rup Calc=MJ8 Front Door faces: E AH2_2nd Floor 1240 16270 12919 780 780 Other equip loads 1928 271 Equip. @ 1.00 RSM 13190 Latent cooling 2049 TOTALS I 1240 I 18199 I 15239 I 780 I 780 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. 1 Mart/g91�S6ea 2025-Nov-10 23:31:32 Rig ht-Suite®U niversal 2024 24.0.04 RSLJ20822 Page 5 ...oft HVAC11995 Point Pleasant Road_Mattituck.rup Calc=MJ8 Front Doonfaces: E Manual S Compliance Report Job: 1995 Point Pleasant Road - wrightsoft" Date: 11/10/25 AH1_1st Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project • • For: 1995 Point Pleasant Road, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 22567 Btuh Entering coil DB: 75.4°F Outdoor design WB: 71.2°F Latent gain: 3202 Btuh Entering coil WB: 62.9°F Indoor design DB: 75.0°F Total gain: 25769 Btuh Indoor RH: 50% Estimated airflow: 1567 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Currently Installed Model: 4A7A4048N1+TEM4AOC49M41++TDR Actual airflow: 1567 cfm Sensible capacity: 32900 Btuh 146%of load Latent capacity: 14100 Btuh 440%of load Total capacity: 47000 Btuh 182%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 33940 Btuh Entering coil DB: 69.5°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 110 Actual airflow: 1567 cfm Output capacity: 86119 Btuh 254%of load Meets all requirements of ACCA Manual S. -�•, * wrightsoft, 2025-Nov-10 23:31:32 +- wa:•,n..wxiw .r Right-Suite®U niversal 2024 24.0.04 RSU20822 Page 1 ...oft HVAC\1995 Point Pleasant Road_Mattituck.rup Calc=MA Front Door faces: E Manual S Compliance Report Job: 1995 Point Pleasant Road wrig t,ptsoft° Date: 11/10/25 AH2 2nd Floor By: Katelyn Maieski Home Energy Solutions Inc. 187 East Main Street,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Project Information For: 1995 Point Pleasant Road, Mattituck, NY 11952 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 13190 Btuh Entering coil DB: 75.4°F Outdoor design WB: 71.2°F Latent gain: 2049 Btuh Entering coil WB: 63.0°F Indoor design DB: 75.0°F Total gain: 15239 Btuh Indoor RH: 50% Estimated airflow: 780 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split AC Manufacturer: Currently Installed Model: 4A7A3024N1+TEM4AOB24S21++TDR Actual airflow: 780 cfm Sensible capacity: 16380 Btuh 124%of load Latent capacity: 7020 Btuh 343%of load Total capacity: 23400 Btuh 154%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 18199 Btuh Entering coil DB: 69.6°F Indoor design DB: 72.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: Weil-McClain Model: ECO TEC 110 Actual airflow: 780 cfm Output capacity: 42974 Btuh 236%of load Meets all requirements of ACCA Manual S. t * wrightsoft" 2025-Nov-10 23:31:32 nva wia<w. � Right-Suite@ Universal 2024 24.0.04 RSU20822 Page 2 ...oft HVAC\1995 Point Pleasant Road_Mattituck.rup Calc=MJ8 Front Door faces: E *Disclaimer* For Manual J, D & S Home Energy Solutions, Inc. The heating&cooling load calculations (Manual-J), equipment selection (Manual-S), and duct design (Manual-D) supplied by Home Energy Solutions are based on plans. Any deviations from the approved drawing such as thermal boundary/window selection/air infiltration or duct leakage will have a negative impact on the proposed heating and cooling load defined here. If it is determined by installing mechanical professional that the proposed pathway is now blocked, an alternative path may be taken if it has no impact to the air flow required for each affected room. This includes but is not limited to the design of the house, quality of insulation, quality of duct sealing, &air infiltration. Please do not exceed more than 15% of the recommended tonnage on the report for conventional equipment and 20%for geothermal heat pumps. ***The load calculation square foot areas include all habitable square foot areas and all open to below square foot areas. This is for the sole purpose of accurately modeling the heat loss/gain of the entire building structure (ceiling areas, wall areas, and perimeter slabs). Therefore, the load calculation square feet may exceed the reported building square feet stated on the architectural plans. *** Glenn LaMay Home Energy Solutions, Inc. 631-673-0664 APPROVED AS NOTED ID 6 z.�B.P It, 5113 0 FEE),g4�,5D BY JAb COMPLY WITH ALL CODES OF NEW YORK STATE&TOWN CODES NOTIFY BUILDING DEPARTMENT AT AS REQUIRED AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE SOMTOWNZM FOLLOWING INSPECTIONS: SQUIHOIDT0m tAIV�IIN680dm FOUNDATION.-TWO REQUIRED Non. r C,�;, 6_I�z VMMTM FOR POURED CONCRETE f4o Ur KYi 5-q-��} ROUGH-FRAMING&PLUMBING LIM INSULATION QI 5 FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW 00;N0T )=WITH , YORK STATE. NOT RESPONSIBLE FOR F &FIVEY DESIGN OR CONSTRUCTION ERRORS OF FORMMWTICN TRUSS PLACAROING REQUIRED PLUMBER CERTIFICATION ON LEAD CONTENT BEFORE ELECTRICAL CERTIFICATE OF OCCUPANCY INSPECTION REQUIRED SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. Must provide Manuals D,J and SasPer NYS Energy Code PLUMBING ALL-PLUMBING WASTE Slower door &WATER LINES NEED TESTING BEFORE COVERING and ductwork testing required. RETAIN STORM WATER RUNOFF Me clna n I �a] Jan-}-•I A�I D n PURSUANT TO CHAPTER 236 u i and OF THE TOWN CODE r 202-o P Cock o� N Y5 15 p5 . Fire separation required as per NYS Code f A-100.00 SITE PLAN A-101.00 CELLAR $ FIRST FLOOR PLANS A-102.00 SECOND FLOOR PLAN ->Q\,�P WINDOW SCHEDULE A-105.00 ROOF PLAN �e 8" ry A-104.00 ELEVATIONS A-105.00 ELEVATIONS 35� A-106.00 FOUNDATION PLAN PRpp05ED pR�VE A-107.00 FLOOR FRAMING PLANS PROPOSED SINGLE �. A-108.00 ROOF FRAMING PLAN FAMILY RESIDENCE / A-I01.00 DECK FRAMING 4 STAIR DETAILS \ b A-I10.00 GROSS SECTION 4 DETAIL PATIO \ A-111.00 BUILDING SECTION 3h / A-112.00 WALL SECTIONS A-115.00 MISG DETAILS / A-II4.00 MISG DETAILS A-115.00 GENERAL NOTES A-116.00 PLUMBING �M/T / WETLANDS DAVID TURNER ARCHITECT, P.C. <�ys 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 �U \JUG PROJECT Y / 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. v =� WETLANDS +10'-0" FROM LOT LINE SHEET 4�w= SITE PLAN SITE PLAN v u0 SCALE I"= 40'-0" / DATE: 1-4-24 AREA � PROJECT No: DRAWING BY: i LOT AREA 63a 17 50 FT / CHK BY: ., BUILDING AREA I FAMILY :243ci SQ FT + DWG No: GARAGE 550 SQ FT = 2a8a SQ FT ,� , ••' • LOT COVERAGE 2338 SQ FT ( 3.6 %) %`• . ••. ,� A- 1 00 - 00 WETLANDS : 4000 50 FT +_ ` �' \,�� fRt�`,2 L Sr-.TM : 1000-114-0I-7.1 �'`. ��lCIA �f f?' CAD FILE No: IOF17 NEW EXTERIOR FRAME HALLS. 2" X 6" 16" OG. WITH 5/4" PLYWOOD SHEATHING R-20 MINIMUM INSULATION WITH EITHER "ROGKWOOL" 6.5" R-25 OR 5" OF CLOSED GELL SPRAY FOAM INSULATION. ® NEW INTERIOR PARTITIONS- 2" x 4" WOOD STUDS 16" 0.0 WITH 1/2" WALLBOARD EACH SIDE CELLAR TO REMAIN UNFINISHED 0 NOTES PREFAB F I REPLACE 0 0 El SUPERIOR DRT 2000 DIRECT VENT GAS FIRE PLACE (WOODLAND D I REGT) -------------------------- I � I 1 I O O O O O 1 UP I I = PREFAB F I REPLACE II 0 I , 15 la 15 16 11 I CiELLAR FLAN I ® I I 12 3 r5RARYT SCALE 1/8"= 1'-0" DINING 1 2 r PANTRY `� � 12' \ C) DAVID TURNER ARCHITECT, P.C. GREAT ROOM _ MASTER 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 GL. GL. GL. m WASH ® < (212)594-0840 O 12' = ROOM o ' PROJECT ❑ 0 00 T w_G 14' GARAGE °O o KITGHEN _ - 1995 POINT PLEASANT ROAD _ °N MATTITUCK, N.Y. 25' m I I F J L MASTER I I I I EIEBED> �'-2" CL — ROOM SHEET 1 I — 0 CELLAR & FIRST FLOOR PLANS I I I I 6" GL. 1 I I I I LAUNDRY I I I I v j FOYER 21 I 10 1 UP a) m 1?_� —J 2 D I 2 UP I �I �-z ��„�\ DATE: I-4-24 O r•L't `�o PROJECT No: ��� 41 I � I � �� st" � DRAWING BY: CHK BY: ti� FIRST FLOOR CLAN 1 0 0 0 0 O o 1 40'-I" DWG No: I I +� c SCALE 1,8"= 1'_0" k , I A- 1 01 . 0 0 .L— ------ ---------------- � 761h2 Q�Q-: UP __ CAD FILE No: 2 OF I-f DOOR $ WINDOW SCHEDULE O AaTY SIZE TYPE' FINISH SFEGIFIGATION REMARKS O-6 DECK \ OPEN TO / >>' O ® BELOW I I �'-4"x 1'-2" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 \ / 5145G = 0.26 2 1 -7'-4"x-I'-2" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 > >> X sHGc = 026 > BEDROOM I BEDROOM 2 3 1 '7'-4"x-1'-2" CASEMENT ALUMINUM GLAD ROOD ALUMINUM GLAD 51ERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 - / \ SHGG = 026 ® ((1 \ 4 1 3'-II"x 4'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 _ Ii� FO 71� SHGG = 0.26 12' 12' / FF \ 5 I 3'-II"x 4'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC.GA5EMENT pk-358,U FACTOR 0.25 ® - >> SHSC= 026 q b 1 3'-b"x 4'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 02'7 GI-• OI DN SHGG= 0.2-1 - 1 6'-O"x 1'-4" SLIDING ALUMINUM GLAD AOOD ALUMINUM GLAD 51ERRA PACIFIC CASEMENT pk-358,U FACTOR 0.51 SHGG= 024 1- 8 b'-O"x 1'-4" SLIDING ALUMINUM GLAD WOOD ALUMINUM GLAD 51ERRA PACIFIC CASEMENT pk-358,U FACTOR 0.51 V \ / SHGG = 0.24 � x b'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 025 OFL\ TO SHGG = 0.25 �LbkS 10 1 5'-II"x b'-O" CASEMENT ALUMINUM GLAD ROOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 \ SHGG = 028 11 1 3'-O"x b'-O" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 028 O ® / \ SHGG = 0.28 12 1 b'-O"x-1'-4" HINGE DOOR ALUMINUM GLAD ROOD ALUMINUM GLAD SIERRA PACIFIC,CASEMENT pk-358,U FACTOR 0.25 SHGG =022 13 1 b'-O"x-1'-4" HINGE DOOR ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 SHGG =0.22 14 1 2'-6"x 6'-6" CASEMENT ALUMINUM GLAD ROOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.25 SHGG= 025 15 1 2'-6"x 6'-b" CASEMENT ALUMINUM CLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 025 FROFOSED SECOND FLOOR PLAN SHGG = 0.25 16 1 2'41"x 6'-6" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD 51ERRA PACIFIC CASEMENT pk-356,U FACTOR 0.25 SCALE 1/5"= 1'-O" SHGG = 0.25 1"1 1 2'-6"x b'-b" CASEMENT ALUMINUM GLAD ROOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 SHGG = 0.25 DAVID TURNER ARCHITECT, P.C. 18 1 2'-b"x 6'-6" CASEMENT ALUMINUM CLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 025 sHSC = 028 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 Iq 1 V-3"x 5'-O" GA5EMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 0.28 (212)594-0840 5HGG= 026 20 1 5'-3"x 5'-0" CASEMENT ALUMINUM GLAD WOOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 028 SHGG = 0.26 PROJECT 21 I 4'-II"x 2'-O" CASEMENT ALUMINUM GLAD ROOD ALUMINUM GLAD SIERRA PACIFIC CASEMENT pk-358,U FACTOR 028 5HGG = 0.26 1995 POINT PLEASANT ROAD 22 MATTITUCK, N.Y. 23 1 '7'-0"x 6'-0.. CASEMENT ALUMINUM GLAD WOOD ALUMTOLAD 1ERRA PACIFIC CASEMENT pk-358,U FACTOR 0.2-1 HGG = 0.5 24 2 2'-II"x 2'-O" CASEMENT ALUMINUM GLAD W00D ALUMIERRA PACIFIC,CASEMENT pk-358,U FACTOR 028 SHEET HGG = 0.2b SECOND FLOOR PLAN 25 WINDOW SCHEDULE 26 21 DATE: I-4-24 28 I b'-O"x 7'-O" HINGED ALUMINUM GLAD WOOD ALUMIERRA PACIFIC CASEMENT pk-358,U FACTOR 028 -•. GG = 0.28 �' ` %�f� PROJECT No: 29 I 8'-0..x T'-b" OVERHEAD ALUMINUM GLAD WOOD ALUMIERRA PACIFIC CASEMENT pk-358,U FACTOR 0211 DRAWING BY: GG =0.2530 1 8'-O"x'7'-6" OVERHEAD ALUMINUM GLAD ROOD ALUMERRA PAGIFIG CASEMENT pk-358,U FACTOR 0.28 ° CHK BY: GG = 0.28 "� DWG No: NOTE. .� A- 102 . 00 GONTRAGTOR TO VERIFY W I NDOWS 5E1=0RE FRAM I NG. CAD FILE No: 5 OF I-7 DEGK BODE FLAT + DAVID TURNER ARCHITECT, P.C. �"' ♦ + 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. SHEET F00F FLAN ROOF PLAN 50ALE 8 1'-0" AREA ROOF AREA E3,400 50 FT �.,� DATE: 1-4-24 PROJECT No: DRAWING BY: �j F '•, �¢ CHK BY: ;r•tta, �$ DWG No: A- 103 . 00 _lam- CAD FILE No: 4 OF I-T I . I I �I 0 7,:1E :IE ❑ ❑ ❑ I I FRONT ELEVATION L-----J 50ALE 1/5"= 1'-0" 2 DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1995 POINT PLEASANT ROAD ❑❑ = MATTITUCK, N.Y. O Q SHEET m ELEVATIONS DATE: 1-4-24 PROJECT No: DRAWING BY: CHK BY: DWG No: r� A 10 4 . 0 0 LEFT SIDE ELE\/ATION ��,�,�v����`� L CAD FILE No: 5 O� 1,7 50ALE I/8"= P-O" 0 0 m iHHffli Z= ❑❑ 1E �]E 11 ::]E: ::]E ::]E := N m::�]E: :1E Li HH LIHEH u Ed [B 100, BAC,< S I 1:;)E ELE\/AT1 ON SCALE e"= I'-O" DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 PROJECT 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. SHEET ELEVATIONS ❑ DATE: I-4-24 PROJECT No: �)�}"! DRAWING BY: '' CHK BY: DWG No: T—F A- 1 05 - 00 R10HT SIDE EL-E Y ATIOl`l ���� �1 � CAD FILE No: ( OF I7 SCALE a"= I'-O" 12 1 W/KRE RME H ETE SLAB 4'DEEP BONO TUBE FOOTING FOR COLUMNS r — i A _ -------� 106 : ' / d \ / — \ W GRAVEL \ --------- ---- a • \\ -- --� ————————— ————— I L------- ———— DETAIL G cV J ° I I i DETAIL D .f•'." " d Z ———————————————— L— rII Q ---- � ALIGN L_J LQ O I I • . I I I i o I I d i J cp 4"CONCRETE SLAB dJ L—J I F --- W/WIRE MESH I 0- I f� — �..-1 I 2 zQ RODS ALIGN COLUMNS � - -I C7 I I . �. I I °� I ' •: '••.: �- 4'-2" - 20'-8" i ', I I I I I '. ., • � I I i I 5" GRAVEL 2 I DETAIL A FOUNDATION ZELLAR EXTENSION) L--------� L -------J L--------- — --------------- SCALe•rtrs. —� -- --------- --- -------� r------------ I I r------------ ———— MODIFY FOUNDATION HEGHT FOR GARAGE DOOR5 ————"———————"———^ • i EGRE55 WINDOW 41' DAVI D TURNER ARCHITECT, P.C. FOUNDATION PLAN I —- r——- r——J• I I /KRE MESH �'�`8 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 SCALE I/8"= I'—O" I `O. .O` [ O7 O ;Q'. I '� '�-------JL------J (212)594-0840 I N L------- CAST IN PLACE CONCRETE ----------------------J .. .:..• _ - PROJECT I. ALL WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE AGI BUILDING CODE, AGI 315, 1995 POINT PLEASANT ROAD LATEST EDITION,AND THE NEW YORK STATE BUILDING CODE. DETAILS SHALL BE IN ACCORDANCE WITH AGI-515,LATEST EDITION- 5"GRAVEL Is OI 2 O RODS MATTITUCK, N.Y. 2. ALL GONGRETE FOR GAST IN PLAGE WORK SHALL BE STONE GONGRETE WITH A MINIMUM 28 ;'r DAY GOMPRES5IVE STRENGTH OF 4000 PSI. 5. ALL CONCRETE FOR SLAB5 ON GRADE SHALL BE STONE GONGRETE WITH A 28 DAY SHEET COMPRESSIVE STRENGTH OF 4000 PSI. �`—2' 4. ALL 5LA55 ON GRADE ARE TO BE REINFORCED WITH I LAYER OF 6"X 6"-#10 WWF LOCATED DETAIL B FOUNDATION (2 STORY EXTENSION) FOUNDATION PLAN 5/4" FROM TOP OF FINISHED SLAB ELEVATION. SCALE.N.T.S. 5. NO ADMIXTURES SHALL BE ALLOWED WITHOUT PRIOR REVIEW AND ACCEPTANCE BY THE ENGINEER. 10. ALL ADJOINING SURFACES NOT CAST MONOLITHICALLY SHALL BE ROUGHENED TO 1/4 INCH GI 6. ALL REQUIREMENTS FOR BATGHING,MIXING,FINISHING,CURING ETC. SHALL BE AS PER AG AMPLITUDE FOR THE ENTIRE INTERSECTING SURFACE AGCORDING TO A I '^` � DATE: I-4-24 RECOMMENDATIONS. �l� 501. PROJECT No: 11. CONTRACTOR SHALL NOT USE VERTICAL CONSTRUCTION JOINTS IN WALL5 WITHOUT PRIOR t "~ \� �dJ" , f� APPROVAL OF ENGINEER,AND NOT WITHIN 5 FEET OF ANY COLUMN LINE OR WALL OPENING T. ALL REINFORCING STEEL SHALL CONFORM TO ASTM A615 GRADE 60. DRAWING BY: 5. ALL WELDED WIRE FABRIC SHALL CONFORM TO A5TM A-155. FOR FOUNDATION WALLS. CHK BY: q. MINIMUM CLEAR CONCRETE COVER SHALL BE: 5/4 INCH FOR SLABS; 1-1/2 INCHES FOR 12. CONTRACTOR SHALL NOT USE HORIZONTAL CONSTRUCTION JOINTS IN BEAMS, WALL5,OR Ttf WALLS; 1-1/2 INCHES FOR,BEAMS AND COLUMNS;2 INCHES FOR ALL CONCRETE EXPOSED TO SLABS WITHOUT PRIOR APPROVAL OF ENGINEER. W R DWG No: uyi WEATHER OR EARTH;5 INCHES FOR ALL CONCRETE CAST AGAINST EARTH;AND 4 INCHES spy ' A- 1 06 . 00 13. CONTRACTOR SHALL PROVIDE REINFORCING STEEL ERECTOR WITH A SET OF STRUCTURAL FOR ALL CONCRETE PLACED AGAINST PERMANENT SHEETING. THESE DIMENSIONS ARE PLANS FOR FIELD USE. TYPICAL,UNLE55 OTHERWI5E NOTED ON PLANS AND DETAILS. ��' 4E31 �� 14. CONTRACTOR SHALL VERIFY DIMENSIONS AND LOCATIONS OF ALL OPENINGS,PIPE SLEEVES,CURBS,ETC. AS REQUIRED BY OTHER TRADES BEFORE CONCRETE 15 PLACED. CAD FILE No: -7 OF 1-7 2" X 8" Q24" G 5" X 16" GLU-LAM (I5 SPAN WITH 12" SEARING) lttl I I I I I I — — — 5" X 16. _ _ _ _— _— _— 2(2" X 12") HEADERS W/ GLU-LAM 2" X 6" 0 16, OG INSERT STAIR BETWEEN HEADERS ------------- p.. p ° HEADER TO REST ON 2' X 12" (. 16" Or_ PARTITION BELOW ° d. .° .d d ° '2" X 12 I6" OGd ° . 2" XI2" a16" G -- — ---— -- --- ----------- —------- SEGO LLD F L-OOR F RA I I`O PLAN --- --------------- --- ------------- ----------- SCALE 1/8"= 1'-0" --- --------------- --- ------------- ------------- ------- --- --------------- -- ------- ------------ ------------- -- -—- --------------- ------------------------- 8X IS-------------- I I 2-2XI2" HEADER _- __ --- - - --- I DAVID TURNER ARCHITECT, P.C.- - - - - - - -_ - -------- -_____ -- ----_- - — 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 2-2XI2" HEADER (212)594-0840 --------------- -—-—-—-—-—-—-—-— ------------- ------- PROJECT _______-_--_ _—_—_—_—_—_—_ _--- - -- - - -_ 1995 POINT PLEASANT ROAD ----- --- --- --- --- --- --- --- --- --- --- --- ---------------- --- --- --- --- --- --- ----- ------------ ------ MATTITUCK, N.Y. 2-2XI2" HEADER ---------------- ------------- - ---------- ------- SHEET a --------------- ------------- ------------ ------- FLOOR FRAMING PLANS E--------------- DATE: 1-4-24 � / PROJECT No: FIRST FLOOR FRAM I NO PLAN G� % DRAWING BY: SGALE I/8"= I'-V CHK BY: �+ - DWG No: A- 1 0 AIF1nl�� CAD FILE No: 5 OF 17 242"x 10") -�-- —'T- - -�--r--r-- ti ter— --r' - -- -- - 1I 2"x8" WOOD JOISTS (p 24" O.G. ---------------I ---------- ---------- I i i i --_---_-- � I ---------------� ---------�--------- i i i - - - - - - -- - - - - - ----------= - --------- ---------- I _ _ _ _ _ I I I I I I I I I I I I I I I t I I I I I - - - - ----------� I I I I I I I I I I I I I I I ----------}---------- I I I I I ---------- ---------- -- -----------� I I I I I I I I I I I I I I ---------- ---------- " I I II _— _—_—_—_—_—_ I I I I I I I I I I I I I I I 2"xl2" WOOD JOISTS 24" O.G. I_ I I_ I I I I I I I I I I ---------- -_-_-_-_-_-_-_-_-- I I -- -----------�--- �, --�-�--.--�-,--� ---------- II I I I I I I I I I I I I I I I I ----------1-_-_-----_ II II I I I I I I I I I i I I I I I I I I I I I I I II I 1 I I_1_J__1 L L-I-! L/i ,i_i i r -------- 2" X 12" RIDGE 2"x 12" WOOD I I 2"x 5" WOOD J015T5 @ 24" O.G. L————— _—I_— —————J 2"x12" WOOD JOISTS 24' O DAVID TURNER ARCHITECT, P.C. JOISTS @ 24" O.G. .G. 366 WEST 30TH STREET,FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 2" X 12" RIDGE PROJECT 2"x12" WOOD JOISTS @ 24" O.G. 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. ROOF FRAM I NCB PLAN SCALE I/8"= 1'-0" SHEET ROOF FRAMING PLAN DATE: F�ai 9� PROJECT No: DRAWING BY: CHK BY: A .:.' ( DWG No: <s� . . .y A- 1 08 . t615 � CAD FILE No: QOE1_7 0 POST - O OAK TREADS WITH I" NOSING (STAIN) +- 8 1- I k THK. 15 T (9 IO" YELLOW PINE + RISER (FAINT + GRADE ) _ >` YELLOW PINE \ i qD STRINGER ( FAINT X GRADE ) I " THK. � TREAD-RISER ELEVATION II Q� STAIR SECTION 2" x 6" JOISTS 5/4" X 6" 24" O.G \ WOOD DECK PLANKS METAL JOIST HANGER NEW 2"x6" P.T. BOLTED TOSETHER WITH 1/2" BOLTS C/ @24"O.G. 4" x 4"POST METAL BASE HOLDER OR WOOD POST DAVID TURNER ARCHITECT, P.C. F 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 '.II II..;. (212)594-0840 -- ---- -:,•-li-�i_.; �?-------GRADE_LINE- ----- - 2(2 X 12 ) �•:•.� •: , -PROPOSED-HANDRAIL--- --___ PROJECT ---- ----- "' `.' �;_°. -� - - - - - - -- - - - - -- - - 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. WOOD DECK PLANKS - r SUPPORTED BY 4" SLEEPERS OVER - SHEET EXISTING ROOF _ I I 1 I I 1 I 1 1 1 1 I I I I DECK FRAMING & STAIR DETAILS NEW GONG. BASE I I I I I FOOTING FOR NEW WOOD POST -4---4- -4-4--] I I I I I i.. DATE: 4-21-21 ...., 2" X a,, � , WOOD LEDGER � ✓, �o PROJECT No: DRAWING BY: CHK BY: DWG No: ap ¢- A- 1 09 . 00 SEGTI ON A THRU DECK DECK PRAM NG PLAN NT5 -101 SCALE 1/4"= I'-O" CAD FILE No: ___- 10 OF 1-7 0 0 0 0 0 0 0 cp 0 MIN. 20 GA. COIL STRAP FRAMED OPENING FOR NEW WINDOW(OR 2" x 12 12" or- EXTERIOR DOOR) TTTT — _ — —I— =,I�I _ I—III-1�_II —II �I�—III—�I�_�I �� I1 I� Ii I1 I�I—ll I' WE- 1�— 1 �GROSSSECTION SCALE I/8"= I'-O" _ ii HL T C C 4=14�I = � F — H1 DAVID TURNER ARCHITECT, P.C. -- _ 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK, N.Y. 10001 -- —- - - -- -- - — _ (212)594-0840 LILI DBL.WALL ® - ---- FjFj STUD ®� PROJECT � GALV. METAL TIE-DOWN 1995 POINT PLEASANT ROAD SIMPSON HDU HOLDOWN W/ SSTB16 BASE PLATE ® MATTITUCK, N.Y. ANCHOR BOLT HEADER STRAPPING DETAIL SHEET SCALE:N.T.S. CROSS SECTION & DETAIL 0 P. o DATE: I_4-24 PROJECT No: ,`1�r;+> DRAWING BY: GALV. METAL TIE-DOWN W/IN 32" ;� CHK BY: X 1 OF EACH CORNER OF STRUCTURE :'; DWG No: MODEL"HDU2"BY SIMPSON STRONG TIE A- 1 11 . 00 of ill CAD FILE No: 12 OF 17 `�_ 5" OPEN CELL SPRAY-ON INSULATION (R-40). OR Kraft R-38 (12.5") ED (R-40). ASPHALT SHINGLE ROOFING 5/5" PLYWOOD SHEATHING 5/8" SHEETROGK 2"xl2" ROOF RAFTERS (o 24" O.G. ROGKWOOL R-23 5 I/2" BATT OR 3" CLOSED CELL INSULATION R-20 O WOOD SIDING W./ BUILDI FELT 5/8" PLYWOOD SHEA ING 4'-0" 2" x 6" 0 16" O.G. CONTINUOUS METAL FLASHING 2-2" x 6" PLATE 12" GONG. FOUNDATION ti O 4" CONCRETE SLAB W/# 10 WM O m a 8" GRAVEL (f1 GUTTER 5/5" SHEETROGK Z RIGID INSULATION (4' DEEP) FE _ p PLACE (12" X 24") O CONCRETE FOOTING (3,500 PSI) i— ON UNDISTURBED SOIL 'gilly lilt WOOD SIDING W./ BUILDING FELT # 4 CONTINUOUS IIREE 5/5" PLYWOOD SHEATHING REBARS 21_0" ALIGN IN DEPTH THIS FOOTING WITH _ ----- — -- -- --2"x_6"�16" O.G. _ 5/8" WOOD FLOORING THE FOOTING FOR THE EXISTING RESIDENCE CONTINUOUS ON 3/4—PLYWOOD—SUBFLOOR----- __ ����� I—� � ---- METAL FLASHING 2-2" x 6" PLATE NOT TO SCALE I V DAVID TURNER ARCHITECT,-PC.. 450 SEVENTH AVENUE,SUITE 1907,NEW YORK,N.Y.10123 12" GONG. BLOCK FILL SOLID W/ GONG. (212)594 0840 FAX(212)594-1530 PROJECT 1995 POINT PLEASANT ROAD RIGID INSULATION EMU MATTITUCK, N.Y. Q SHEET i • t— WALL SECTIONS Q SEAL - DATE: 1-4-24 PROJECT No: 4" GONGRETE SLABS \� mil''' j, W/ # 4 CONTINUOUS # 10 NM �,' .�4` wwG BY: REBARS 2_O 8" GRAVEL ..,,:.. K BY: G No: PLACE (12" X 24") `.4 7rF I�Ak� SE T I ON ON UNDISTURBED FOOTING (3,500 PSI) Al2 .00 .J ON UNDISTURBED SOIL ,��._ /�/O.��+�fci�'�(�� NOT TO SCALE r ���1F\,�� CAD FILE No: 15 OF 11 MODEL"MSC4"USE 10-16D NAILS---,.,,\ ROOF RAFTER RAFTER TIE @ 16"O.C. TO HEADER, 18-10D NAILS TO MODEL"CS20" RIDGE&26-10D NAILS TO VALLEY ATTACHED W/(4) RAFTERS AS PER MGF. 8d NAILS MIN. SPECIFICATIONS BOTH ENDS 16" RAFTER CONNECTOR l 01 00 0 ° ° o @ 16"O.C. o 0 0 ° RIDGE MODEL"H2A" oo \1 ROOF RAFTER /0 0 DOUBLE o II RIDGE ° 0 RIDGE TOP PLATE I� m r o 'o I C 0 0 01 c C VALLEY RAFTER ° 0 0 0 (@ CATH'L CLGS.) 0 0 0 WALL STUD 00 LSU26-(2x6), o VALLEY RAFTER o LSSU28(2x8,2x10&2x12) 0 0 0 NOTE:THIS DETAIL IS UTILIZED WHEN WALL STUDS ALIGN DIRECTLY ROOF RAFTER W/RAFTER.WHEN RAFTER AND STUDS ` ARE NOT ALIGNED, USE CONNECTORS IN DETAIL"S2"&"T"ON THIS PAGE RAFTER-TO-TOP PLATE TO STUD CONNECTION @ 16"OC RAFTER-TO-RAFTER VALLEY RAFTER-TO-RIDGE S WHEN STUDS ALIGN WITH RAFTERS CONNECTION TYP. @ EACH RAFTER ^ L CONNECTION TYP. MODEL "H2A" BY SIMFSON STRONG TIE MODEL "05"4"LSU" BY 51MFSON STRONG TIE MODEL "MSG" BY SIMF50N STRONG TIE DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 --—— _ (212)594-0840 PROJECT -- - — 1995 POINT PLEASANT ROAD i MATTITUCK, N.Y. H2,5A SHEET H2,5A MT MTS MISC DETAILS MTS .a MTS DATE: • o' �Vkq l PROJECT No: DRAWING BY: CHK BY: '.a. NOT TO SCALE � � ':� A : � DWG No Lik" - 113 . 00 NOT TO SCALF rho CAD FILE No: 14 OF 17 NA I L I NCB SCHEDULE CONNECTION NAILING I. JOIST TO SILL OR GIRDER,TOENAIL 5-5d 2. BRIDGING TO JOIST,TOENAIL EACH END 2-5d H 16 H N E�) STRAFING TRAFING A D G ON N E G TO RS 5. I" X 6"SUBFLOOR OR LESS TO JOIST,FACE NAIL 2-ad 4. WIDER THAN I" X 6" 5UBFLOOR TO EACH JOIST,FACE NAIL 5-ad THESE DETAILS HAVE BEEN DESIGNED IN CONFORMANCE WITH THE 5. 2" SUBFLOOR TO JOIST OR GIRDER, "WOOD FRAME CONSTRUCTION MANUAL (ANSI/AF$PA WFCM -2018)"BLIND AND FACE NAIL 2-Ibd WIND SPEED OF 150 MPH 6. SOLE PLATE TO J015T OR BLOCKING,TYPICAL FACE NAIL Ibd 0 16, O.G. BOLE PLATE TO JOIST OR BLOCKING,o BRACED WALL PANELS 5-Ibd PER 16" T. TOP PLATE TO STUD AND NAIL 2-16d 5. STUD TO 50LE PLATE 4-5d,TOENAIL OR 2-16d,END NAIL LATERAL F A y``�,{I N O G O NN E G T I O N (TA 5 L E 2 . 0- e 11. DOUBLE STUDS,FACE NAIL Ibd 0 24" O.G. 10. DOUBLED TOP PLATES,TYP FACE NAIL Ibd (p 16" O.G. BASE 4 TOP OF WALL DOUBLE TOP PLATES,LAP SPLICE 5-I6d 2"x6" Cg) 16" O.G. (USE 1.55 MULTIPLIER) II. BLOCKING BETWEEN JOISTS OR TOP PLATES,TOENAIL 5-ad 12. RIM JOISTS TO TOP PLATE,TOENAIL ad 0 6" O.G. FOR 10' WALLS I5-7 P.L.F. 15. TOP PLATES,LAPS AND INTERSECTIONS,FACE NAIL 2-16d (157) x (1.35) = 200.0 LBs. (SUCTION) 14. CONTINUOUS HEADER,TWO PIECES Ibd (D I6" O.G.ALONG EACH EDGE 15. CEILING JOISTS TO PLATE,TOENAIL 5-ad I6. CONTINUOUS HEADER TO STUD,TOENAIL 4-ad U F L I F T G O N N E C T I O N L O A�S (TABLE 2 .2A) N AL �� � I�. CEILING JOISTS,LAPS OVER PARTITIONS,FACE NAIL 5-16d NOT TO SCALE la. CEILING JOISTS TO PARALLEL RAFTERS,FACE NAIL 5-I6d ROOF/ GE I L I NG. DEAD LOAD @ 10 PSF ROOF JOIST SPACING 9 24" (USE 2.0 MULTIPLIER) A. RAFTER TO PLATE,TOENAIL 5-ad FLOOR JOIST $ WALL STUD SPACING @ 16" (USE 1.55 MULTIPLIER) 20. 1" BRACE TO EACH STUD AND PLATE,FACE NAIL 2-ad 12' SPAM = 18cl 21. 1"x6" SHEATHING OR LE55 TO EACH BEARING,FACE NAIL 2-5d 24' SPAM = 506 DAVI D TURNER ARCHITECT, P.C. 22. WIDER THAN I"xa" TO EACH BEARING,FACE NAIL 3-ad 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 25. BUILT-UP CORNER STUDS Ibd o 24" O.G. ROOF TO WALL OF BEAM I bl f x (2.0) = 578 LBs. (212)594-0840 24. BUILT-UP GIRDER 4 BEAMS 20d @ 52" O.G.(p TOP AND 506 x (2.0) = 612 LBs. BOTTOM 4 STAGGERED 2-20d PROJECT ENDS AND o EACH SPLICE WALL TO FLOOR TO WALL 18q x (1.53) = 251 LBs. 1995 POINT PLEASANT ROAD 25 2" PLANKS 2-16d o EACH BEARING 506 x (1.35) = 407 LBs. MATTITUCK, N.Y. 26. WOOD STRUCTURAL PANELS AND PARTICLEBOARD. 5UBFLOOR,ROOF AND WALL SHEATHING(TO FRAMING)(I"=25.4 mm) 1/2" AND LE55 6d (5) SHEET 111/52" - 5/4" ad (4) OR bd (5) OUTLOO<ER UFL I FT LOADS (TABLE 2 .2G) Wall.- Ill ad (5) MISC. DETAILS ,1 I/5" - I I/4" IOd(4) OR ad (5) OUTLOO<ER SPACING OF 24" O.G. COMBINATION SUBFLOOR-UNDERLAYMENT(TO FRAMIN6)(I"=25.4 mm) 5/4" AND LE55 bd (5) UPLIFT LOAD OF 744 LBs ad (5) DATE: I-4-24 1 1/4" IOd(4) OR ad(5) PROJECT No: 2-I. PANEL SIDING(TO FRAMING) I/2" OR LE55 bd (6) f (-<, p4 DRAWING BY. SILL FLATS TO FOUNDATION (TABLE S.2A) � �� �:� 5/5.. 8d (6) `..fa/� -4'� CHK BY: DWG No: 25. FIBERBOARD SHEATHING FOR A 2 STORY BU I LD I NO @ 52' LENGTH USE M I NUMUM 7 5/5" BOLTS ►='` '� f` I/2° NO. II GA. (6) A- 114 . 00 NO. (4) 7 R�: 20/32° NO. II GA. (b) o,6AIF1�1 CAD FILE No: , ad (4) 15 OF I -- NO. 16 GA. (9) GENERAL NOTES I. ALL WORK SHALL CONFORM TO'THE REQUIREMENTS OF THE NEW PLUMBING YORK STATE AND LOCAL BUILDING CODE, FIRE DEPARTMENT REGULATIONS, THE NEW YORK STATE BUILDING CONSTRUCTION I. ALL PLUMBING WORK MUST BE PERFORMED BY A LICENSED MANUAL AND LOCAL BUILDING CODES, UTILITY COMPANY PLUMBER REQUIREMENTS, AND THE BEST TRADE PRACTICES. INCLUDING NY5 ENERGY CONSERVATION AND CONSTRUCTION CODES. THE MOST 2. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY R15ER, STRINGENT SHALL APPLY. AND BACK TO THE WA5TE/VENT STACK. NEW SHUT-OFF VALVES 2. BEFORE COMMENCING WORK THE CONTRACTOR SHALL FILE ALL SHALL BE BETWEEN THE RISER AND THE FIRST WALL PENETRATION REQUIRED CERTIFICATES OF INSURANCE WITH'THE DEPARTMENT OF WITH DI-ELECTRIC FITTINGS AS REQUIRED. BUILDING5, OBTAIN ALL REQUIRED PERMITS AND PAY ALL FEES 3. RISER DIAGRAM FOR WASTE AND VENT MUST BE PROVIDED FOR REQUIRED BY GOVERNING LOCAL AND NEW YORK STATE AGENCIES. THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE- 5. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A 5HOWER). THE FIELD PRIOR TO COMMENCING WORK AND SHALL REPORT ANY DI5CREPENGIE5 BETWEEN DRAWINGS ANF FIELD CONDITIONS TO THE 4. PLUMBER MUST CHECK EXISTING WASTE AND VENT LINES TO BE ARCHITECT. FREE OF OBSTRUCTION. 4. FURNISH ALL LABOR, MATERIALS, APPURTENANCES, EQUIPMENT AND SERVICES NECESSARY AND REQUIRED TO COMPLETE ALL WORK PREVENTION WATER SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK FLOW IN THIS SECTION AS INDICATED ON THE DRAWINGS AND / OR PREVENTION DEVICES ON ALL HARD-PIPED FIXTURES AND SPECIFIED HEREIN. APPLIANCES. THIS APPLIES TO REFRIGERATOR ICE MAKER (IF ANY) AND DISHWASHER. 5. EXAMINE THE CONDITIONS AND PREPARATIONS MADE FOR THE PERFORMANCE OF THIS SECTION OF WORK AND NOTIFY ARCHITECT 8. CHECK VALVES MUST BE FURNISHED ON BRANCH PIPING FOR HOT OF CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY AND GOLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF COMPLETION OF THE WORK. DO NOT PROCEED WITH THIS WORK VALVES. UNTIL ALL CONDITIONS ARE MADE SATISFACTORY FOR SUCH CHECK VALVES MUST BE QUIET TYPE. PERFORMANCE OF WORK. 6. ORDER ALL SPECIFIED MATERIALS AND FABRICATED ITEMS WITH SUFFICIENT LEAD TIME SO AS NOT TO DELAY WORK IN ANY MANNER. GAPPING PIPING AND CONDUIT -1. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT 1. ALL ABANDONED PIPING AND CONDUIT REMOVED FROM SERVICE NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE SHALL BE TERMINATED AND GAPPED OFF AT THE NEAREST LIVE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE JOINT OR JUNCTION BOX. NO ABANDONED SERVICES SHALL JUST DAVID TURNER ARCHITECT, P.C. DRAWINGS. BE GUT AND LEFT IN PLACE WITHOUT REMOVAL BACK TO THE 5. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES "LIVE" POINT, AND PROPERLY TERMINATED TO MEET CODE. 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING (212)594-0840 MANAGEMENT. PROJECT Q. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH THE REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING ELECTRICAL 1995 POINT PLEASANT ROAD MANAGEMENT. 10. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION I. ALL ELECTRICAL WORK MUST BE PERFORMED BY A LICENSED MATTITUCK, N.Y. OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED ELECTRICIAN. CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND SHEET INSTALL ADEQUATE SHORING AND BRACING AFOR ALL STRUCTURAL 2. DUPLEX OUTLETS WITHIN &FT OF SINKS ARE TO BE GE'GI TYPE. GENERAL NOTES OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE 50LE RESPON51BLITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR 3, ALL ABANDONED ELECTRICAL BOXES WITH REMAINING WIRING DURING THE EXECUTION OF THE WORK. ENTERING OR LEAVING SHALL REMAIN ACCESSIBLE WITH REMOVABLE COVERS. II. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, DATE 1-4-24 ELECTRICAL, ETC) 4. THE ELECTRIC PANEL AND INTERCOM PANEL CANNOT BE "� `' � PROJECT No- RE-LOCATED WITHOUT SPECIFIC WRITTEN APPROVAL. DRAWING BY: 12. PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY ;,> PERSONS LICENSED IN THEIR PROFESSIONS, WHO SHALL ARRANGE 5. ALL RECEPTACLE, SWITCH, OR LAMP HOLDER BOXE5 SHALL BE CHK BY: FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN-OFFS. SET FLUSH TO FINAL FINISHED SURFACE. EXTEND EXISTING BOXES �4 "+ DWG Na. AS NECESSARY OR UTILIZE PLASTER RINGS OR OTHER DEVICES TO ;.>'' 15. THE CONTRACTOR SHALL DO ALL GUTTING, PATCHING, REPAIRING ENSURE THAT A CONTINUOUS GROUNDED METALLIC SURFACE IS IN AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO PLACE BETWEEN BOXES AND FACEPLATES. �/�. ,�, . A 115 ■.0 0 COMPLETE THE JOB. Opk�IF��� CAD FILE No: 16 OF 1-7 PLUMBING I. ALL PLUMB I NS WORK MUST BE PERFORMED BY A LICENSED PLUMBER VENT RISER 2. THE LICENSED PLUMBER FOR THE LESSEE SHALL REVIEW ALL DETAILS OF THE WORK PROPOSED WITH THE RESIDENT MANAGER 2 PRIOR TO START OF WORK.ANY WORK INVOLVING A WASTE AND VENT STACK SHALL BE DONE ONLY BY THE BUILDING'S PLUMBER. IF THE RESIDENT MANAGER DETERMINES THAT ANY OTHER PART ' LAV i LAV VA- OF THE PLUMBING WORK SHOULD BE DONE BY THE BUILDJ_NG'S PLUMBER, THE LESSEE SHALL AGREE. UNLESS OTHERWISE STIPULATED, WORK DONE BY THE 5UILDING'5 PLUMBER SHALL BE 12- SHOWER VENT RISER SHOWER SECOND PAID FOR BY THE LESSEE. , FLOOR 5. ALL BRANCH PIPING SHALL BE NEW BACK TO THE SUPPLY RISER, 4" 4" 4" AND BACK TO THE WASTE/VENT STACK. NEW SHUT-OFF VALVES SHALL BE BETWEEN THE RI5ER AND THE FIR57 WALL PENETRATION WITH DI-ELECTRIC FITTINGS AS REQUIRED. -- -----� F T 4. PIPING MUST BE TO THE BUILDING STANDARD, WITH BONDING TO I i GROUND AS REQUIRED, EITHER RED BRASS TO REPLACE BRASS, SINK W ' DA. 2 COMP. SINK LAV i LAV VA-1 THREADED COPPER TO REPLACE THREADED COPPER, OR L , Ej TYPE L SWEAT RIGID COPPER TO REPLACE COPPER. I I W/� SHOWER TUB NO 5. RISER DIAGRAM FOR WASTE AND VENT.MUST BE PROVIDED FOR THE KITCHEN AND BATHROOM WHEREVER THERE ARE FIXTURE RE- FIRST FLOOR LOCATIONS OR CHANGE IN TYPE (I.E. TUB TO A SHOWER). 6. PLUMBER MUST GHEGK EXISTING WASTE AND VENT LINES TO BE ' WASTE STAGK FREE OF OBSTRUCTION. 7. WATER SUPPLY NOTES OR DIAGRAMS MUST INDICATE BACK FLOW PREVENTION DEVICES ON ALL HARD-PIPED FIXTURES AND DAVID TURNER ARCHITECT, P.C. APPL I ANGES.TH 15 APPLIES TO REFRIGERATOR ICE MAKER (IF ANY) • AND DISHWASHER. i=LuJM I NCB RISER D I ACGRAM 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y. 10001 NOT TO SCALE (212)594-0840 8. GHEGK VALVES MU57 BE FURNISHED ON BRANCH PIPING FOR HOT AND GOLD WATER SUPPLY ADJACENT TO MASTER SHUT-OFF PROJECT VALVES. 1995 POINT PLEASANT ROAD GHEGK VALVES MUST BE QUIET TYPE. MATTITUCK, N.Y. �. PROVIDE NEW MASTER SHUT-OFF VALVES AND BRANCH LINES FOR HOT AND GOLD WATER SUPPLY FOR FOOD PREP AREA, KITCHEN, SHEET AND BATHROOM. ALL VALVES MUST BE FULL PORT, OF US MANUFACTURE. ALL NEW COPPER PIPING FROM THE MASTER PLUMBING SHUT-OFF VALVE TO EACH FIXTURE. PROVIDE NEW SHUT-OFF VALVES AT EACH FIXTURE, AS FOLLOWS: DATE: Y <��--•-,,, I-4-24 PROJECT No: DRAWING BY: A CHK BY: DWG No: A- 1 16 . 00 olz m. ,/ CAD FILE No: I7 OF 17 Roo-al U# 611 ,3c) LEOENI:;) AMENDMENT NEW EXTERIOR FRAME WALL5. 2" X 6" Q� 16" CC. WITH 5/4" PLYWOOD SHEATHING lob�o�s -QK-<JAJ[J R-20 MINIMUM INSULATION WITH EITHER v �O ,00 "ROCKWOOL" 6.5" R-25 OR 5" OF CLOSED CELL SPRAY FOAM INSULATION. ® NEW INTERIOR PARTITIONS- 2" x 4" WOOD STUDS ® 16" O.G WITH I/2" WALLBOARD EACH SIDE \`j = t CELLAR TO REMAIN UNFINISHED , ,6 � L:.� ,❑ NOTES PREFAB FIREPLACE 0 0 SUPERIOR DRT 2000 ` DIRECT VENT GAS FIRE PLACE I �` (WOODLAND DIRECT) -101-01 F----------- .------------------------------- ----------------, I (V I I I 10 0-3�- O O O I UP I I - PREFAB FIREPLACE I I 15' 18' CELLAR FLAN ® II 12 0 14 � Ig i SCALE I/8"= I'-o" I I . I I I I ° DINING I 21 LIBRARY r 551 j I DAVID TURNER ARCHITECT, P.C. RY PANT 12' GREAT ROOM _ MA5TER -101-OI 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK,N.Y. 10001 GL. GL. GL. cn WASH ® < (212)594-0840 O 12' = ROOM ' ►� < PROJECT ❑� w_G 14' GARAGE O° o KITCHEN _ _ __ - 1995 POINT PLEASANT ROAD 25' _ DN MATTITUCK, N.Y. --�___ _ ® REF --m ---- tdMASTER SHEET EI ❑ D ROOM _7'-6" I L-----J CELLAR & FIRST FLOOR PLANS LAUNDRY GL' I O FOYER -21' DECK D i UPI co m I 17'-�i" --J 1-4-24 OUP PROJECT No: DRAWING BY: CHK BY: 9 �.A. DWG No:FIFST FLOOR FLANj 0 O O 0 O O SCALE I/8"= 1'-0" L--------------------------- A- 1 0 1 . 0 1 . 161 T�6�� - CAD FILE No: UP 2 OF I-7 Lm 6" COMPOSITE DEGKINS POST / WOOD FENCE 6'-O"H I SH 8" D I A FLUE OUTDOOR �-- FIRE PLACE �2'-0" MIN. UP I- — p � r O O Q 6" TRIM Z 2 x 10 2" x io" JOISTS—/ BLOCKING @ 16' O.G. 8" DIA FLUE INDOOR 4 FIRE PLACE 1/2" BOLTS @24"O.G. MET HANGIERT DECK PLAN IL (2)- 2"xl2" P.T. BOLTED 51ALE ve V-0" TOGETHER WITH 1/2" BOLTS Z (2)- 2"x12" P.T. @24"O.G. ° POST 4" x 4" FIRE PLACE PLAN GH I MNEY ELEVATION Q METAL BASE HOLDER SCALE=NOT TO SCALE SCALE=NOT TO SCALE FOR WOOD POST GRADE LINE DAVID TURNER ARCHITECT, P.C. d 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 (212)594-0840 (2) - 2" X 12" (PT) O " PROJECT 1995 POINT PLEASANT ROAD „ NEW GONG. 50NO TUBE MATTITUCK, N.Y. FOOTING FOR NEW O WOOD POST SHEET „ ii 2" X 10" (9)16 G (PT) DECK @FIRE PLACE DETAILS DATE: -6-2'✓- '45- S "'c PROJECT No: DRAWING BY: ' CHK BY: E' k DWG No: DECK FRAM—I NO PLAN a SCALE va°=,�-0„ e� A- 01 . 01 B �' ®�NIFNIV'�� CAD FILE No: 1 OF I 5" X 16" GLU-LAM (15' 5PAN WITH 12" BEARING) GARAGE ROOF GLU-LAM GIRDER - - - 5HIFTED OFF CENTER 5" X 16" GLU-LAM 2(2" X 12") HEADER5 W/ 2" X6" @ 16" OG [IIIHTTE O °. dt 0.1 2 X12 @I6 OG 47 'd. d .. d .. . 'ee a e ° d . d SECOND FLOOR FRAM I NO FLAN a. d 1 °d. V 4 'd 2" x 12" � 16" o� °. ° d °a. `d 5GALF= I/8"= 1'-0" .. ° .. d. a a ° ° C .. e d °2" X 12" (9 16" OGd DAVID TURNER ARCHITECT, P.C. d ----- ----- e a 366 WEST 30TH STREET, FIRST FLOOR,NEW YORK,N.Y. 10001 -------------- ---- ------------ e ° (212)594-0840 14 ° d PROJECT -------------- ----------------- d ° dd � 1995 POINT PLEASANT ROAD d'° a .. _--------- ----------------- - W SX 10. .° c °�� ' ° d ° ° MATTITUCK, N.Y. d ° --------------- ---------------- d d. ° a . --------------- ----------- ----- e ° .d --------------- ----- --------_—_ ° - G . -------------- — ° E SHEET d ° - --------------- °° .2-2XIV HEAD R 'd .d n ° FLOOR FRAMING PLANS '..a dd' -- - a .° ° —-—-—-—-—-—-—-- °'d d _—_-------_—_—_ ---—-—--_---- d ° o ° d --------- — -—-—-—-—-—-—- ° a'° .dd --------------_ ------------- ° DATE: 2-20-26 1— a d' ° ° --------------- ------------- 2-2XI2" HEADER ��Q��j�^ 4 24 a PROJECT No: v° d a ' ------------------------------- .. d w C 1+ e --------------------------- ., DRAWING BY: ° --------------- ------------- )) § d CHK BY: .a d °._ .°° IM K.•%f Q^ 4 F EB 2 � 2026 IT_:. :., �� --------------- _-.. y; DWG No: --------------- f;^ �' _ � A 107 . 01 FIRST FLOOR FRAMING LAN o - ��R'F�` CAD FILE No: 5GALF- I/8"= 1'-0" 1"``,59 Y 5 OF 17 5" X 16" GLU-LAM (15' SPAN WITH 12" BEARING) GARAGE ROOF GLU-LAM GIRDER 5HIFTED OFF OENTER 5'-0" 5" X 16" GLU-LAM 2(2" X 12") HEADERS W/ 2" X6" IV' or- --- I.K ix A Q.. 2" X 12" 16" Or_ ° SGONDL®®F, FRM I NO PLAN.. °. .°a °d .° ° d SCALE 1/5"= 1'-0" d ° 2" X 12" �.16" Or- 'd ° °2"x 12 15 a DAVID TURNER ARCHITECT, P.C. ----- ----- ° e. a 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 -------------- ---- ----------- ° (212)594-0840 -------------- --- ------------- d a PROJECT -—-—-—-—-—-—-— ------------------- ° N&X10 Q d Q: 1995 POINT PLEASANT ROAD a - ° -------------- ----------------- a ° a ° ---------------------- i. MATTITUCK, N.Y. -------------- -------- --------------- — - ----------- --------------- —-—-—-—-—-—-—-—-- ° °° " HEADER SHEET <2a2X12 ------------ ----------------- ------------ ----------------- ° ° FLOOR FRAMING PLAN FF- S ____ _____-- ------- -—-—- Q --------------- ------------- ° ° °' °d e ° Q ° ° <d.° --------------- ------------- a Fa DATE: 2-20-26 I-4-24 d ° --------------- ------------- 2-2XI2" HEADER ° n - tg ° _yy� -—-—-—-—-—-—------------------ L:� Lr !'� u �'LI PROJECT No: d' --------------- ------------- ° DRAWING BY: I ;e ° ° a ----_—_-------- ----_-----_-- dd°. i1 . ° Q F E B 2 7 2026 � CHK BY: d ..l�,e, --------------- �DWG No: --------------- _ A 107 . 01 FIRST FLOOR FRAM I NCB f= AN bQ,(� ,�SSA" U � T�n�►.�F��' � CAD FILE No: 5GALE I/8"= 1'-0" 8 OF 17 5" X 16" GLU-LAM (15' SPAN WITH 12" BEARING) GARAGE ROOF GLU-LAM GIRDER r _ N SHIFTED OFF CENTER 5'-0" 5" X 16" GLU-LAM 2(2" X 12") HEADERS W/ 2" X6" p 16" OG HIITEE JE- --- --- d O.. a .a 2" X 12" (§ 16" OG ° FLOOR LOO \ F ,M�NCB FLAN a. .d ° ° . d SCALE 1/8"= I'-O" a ° a. d d 2" X 12" 0.16" Or, °d d .. ° d DAVID TURNER ARCHITECT, P.C. °2" X12" @ 16" OGa ° ° a -—-—- -—-—- 9. a 366 WEST 30TH STREET, FIRST FLOOR, NEW YORK, N.Y. 10001 -------------- ---- ------------ ° a" (212)594-0840 -------------- --- ------------- �. °. -—-—-—-—-—-—-— --- ------------- aa. . PROJECT ° a 1995 POINT PLEASANT ROAD waxlo d a dt d ° ° ° MATTITUCK, N.Y. d ° a 'd °° d I- -14Q 4 .a° --------------- ---------------- d° <2-2XI2" HEADER a SHEET _—_—_—_---_—_—_ _—_—_—_—_—_—_—_—_ d.. ° ° d FLOOR FRAMING PLANS ,.a a . -------------- .4 a °' ° d _—_-------_—_—_ ------------- 'd ° .. 4 .' --------------- ------------- °. ° a a'° .. dd d a° --- ------------ ------------- e. `�,•�`� ,V' a�^` _,�,... ° 2-2XI2" HEADER ° a \, vr�+t^ � � DATE: 2-20-26 1-4-24 d�d ° --------------- ------------- d °.d \;,r �t';.. �w +,� r .�,`� PROJECT No: CC °. 8° --------- ------------- d ° ... d ° dQ ° ° ` . 5 DRAWING BY: ------ ° . . _—_------------ ----------_-- d d CHK BY: a °° 01 ------------- �� " DWG No: .l r______________ � �a.,61��� A- 1 0 FIRST FLOOR 1=RAM I NO LAN OFF:�`F� CAD FILE No: 8 OF 1-7 2-(2"x 10") l l l l l l l l l l j j l l l l I j j I I l I l I I I l l 2"x5" WOOD JOISTS o 24" O.G. l l l l l l l l l l j j l l l I GARAGE ROOF SLU-LAM GIRDER --------------- ----------I---------- I I I I j ————————————— 5HIFTED OFF CENTER 5'-0" I — 3'-O --------------- ---------,---------- I I 1 -- --------- I I I I ' 5" X I6" GLU-LAM ---------------1 ------- I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 "—"—"---- 1 1 -- ------- --- —}---------- ----------}----------- I ----------1----------- -- --------- - I I I I I I I I I I I I I I --------I,__________ _— --------- _ I I I I I I I I I I I I I I I I I I I I I I I I I \_�2"XN�000 JOISTS Q 24" O.G. ---------- I _ I ( I I I 111 I I I I I I I I I I 1 I ( I I I I I I I I I 111 t II -- ------- I ----------}-----"—"-- --"—"---- - 1 1 1 , , , 1 , 1 , , 1 , , , -j-4-I- -- ( I I I 1 1 1 1 1 1 1 1 1 ----------}---------- 1 1 ------_—__1______—___ I I —__--- 1 , 2" X 10" RIDGE 2"x 5" WOOD 2"x 8" WOOD JOISTS @ 24" O.G. L————— /- --- -----J 2"x8" WOOD JOISTS 24" O.G. DAVID TURNER ARCHITECT P.C. JOISTS � 24" O.G. , 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y.10001 (212)594-0840 2" X 10" RIDGE PROJECT 2"x8" WOOD JOISTS @ 24" O.G. 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. ROOF I=R,�M I NCB FLAN 50ALE I/8"= 1'-0" SHEET ROOF FRAMING PLAN DATE: 2-20-26 1-4-24 `L` rl'`.• ' fZ�"+'" /� a ` PROJECT No: u. S , Z DRAWING BY: i p 4 CHK BY: E f: FEB 2 7 202G l ..-.I �� DWG No: - 10 8 . 01 CAD FILE No: ./ Q OF 17 2-12"x 10"9 1 1 I 1 1 I I 1 1 1 I I I I I I I ( I I I I I 2"x8" WOOD JOISTS g 24" O.G. 1 1 1 1 1 I I 1 1 I I I I I I I I I I I I I I r�—I--}—+—I--�—�--I-—f--�_I �1�■y ' ' 1 1 1 1 1 1 1 1 1 1 1 1 II ILI Ry tt SARAGE ROOF G LU-LAM3'G-OIRD"ER ———_————_ ———_—_—— F A S NTE --------------- ------ — ----- 5" X Irv" GM �1—— — — — — --—---- --_ — --------- —————————— — 1I I I ----------t---------- I I I I I 1 -- E I ----------�----------I ----------}--------__ 1 1 1 1 1 1 1 I 1 1 1 1 1 1 ' 1 -- --------- 1 1 1 I 1 I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 __ _________ _ I I I I I I I I I I I I I I I I------ I I I I I I I I I I I 2"x5" WOOD JOISTS 1924" O.G. I 1 I I I I I 1 1 1 1 I 1 1 --- -t---------- I I 1 I I 1 I 1 I I I -- ------- -}---------- 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 —I -I-4-I- - I 1 1 1 I 1 1 1 1 1 1 ----------1----------- 11 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 •---------- I I I I I I I I I I I I II I 1 1 1 2" X 10" RIDGE 2"x 5" WOOD 2"x 8" WOOD JOISTS (g 24" O.G. L _— ———— _ 2"x8" WOOD JOISTS (p 24' O.G. JOISTS @ 24' O.G. --- DAVID TURNER ARCHITECT, P.C. 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y.10001 (212)594-0840 2" X 10" RIDGE PROJECT 2"x8" WOOD JOISTS Q 24" O.G. 1995 POINT PLEASANT ROAD MATTITLICK, N.Y. ROOF FRAMING FLAN SCALE 1/5"= I'-0" SHEET ROOF FRAMING PLAN a, `✓F`� DATE: 2-20-26 1-4-24 PROJECT No: !' DRAWING BY: ds e fi ,t t CHK BY: FEB 2 7 LC26 fi,, 'i� i ,9^'r DWG No: A- 108 . 01 Alo.1 - r, ' - CAD FILE No: cl OF 1-7 2-(2"x 10"9 �--+-- --T- -�--r--r--r- ter'- --r-- - -- -- - I ( I I I I I I I I I 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2"x5" WOOD JOISTS o 24" O.G. 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I I I I I I I I I 1 1 1 1 1 1 1 1 I I r-k 1-4-+-l-�-j--j--� -�--' 1 , L 1 RACY GARAGE ROOF GLU-LAM GIRDER ---------------tt ----------I---------- I I I, I I ------------- SHIFTED OFF CENTER 3'-O" 'I ---------------1 --------- --------- I I — �-o 5" X I6" GLU-LAM ---------------1 ------- i ---- I I j j j I — — ——� -- ------- --- -- - - - - -----------= - --------�-------- - t I 1 1 "- "---"-" ---------- ---------- ---------- - __ _________ _ I I I I I I I I I I I I I I I 2"xB" WOOD JOISTS o 24" O.G. ------- I I I I I I I I I I I I I II t _- _ I I I I I I I I I I I I I I t - - 1 1 I I I I I I I I I 1 ------ - I I I I I I I I I I I I I I ---------- ---------I 1 -I�-I 4-I--I-1-�--I- -- --------- - ( I I I I I I I I I I 1 ' ----------}---------- 1 I ----------1----______ II • ( I I I I I I I I I 1 2" X 10" RIDGE OI 8" WOOD I DAVI D TURNER ARCHITECT, P.C. O1 8" WOOD JOISTS 24" O.G. L_——__ ——�—_ 2"x8" WOOD JOISTS 24" O.G. JOISTS � 24" O.G. —————J 366 WEST 30TH STREET,FIRST FLOOR,NEW YORK,N.Y.10001 (212)594-0840 2" x lo" RIDGE PROJECT 2"x6" WOOD JOISTS @ 24" O.G. 1995 POINT PLEASANT ROAD MATTITUCK, N.Y. ROOF FRiN I NCB Fl-AN SCALE 1/8"= I'-0" SHEET ROOF FRAMING PLAN DATE: 2-20-26 1-4-24 PROJECT No: DRAWING BY: t. kl CHK BY: DWG No: i.' FEB 2 A 108 - 01 CAD FILE No: Q OF 11 � , � �_ �,:: i �. f 1 I �-;' �,. � i �, / �, 1 �. "', '�� �, / � ` ��,� O VW . tr ; PIP win viajry ■� �■ ■■ it i■ N■ ago v/ i w +` • f!/ r�15,jr,.� .� a I_..�. t ` Xl� .. _ a '�a lit ,MmAlogm,�T;'. - k r it .�IY ow IL h I IY -9c ONco cI J (C\J) (100�) (00,�Cn) 4 t f _• ;; OftSIQA) fJ 1 i MODEL TND-PA CONFORMS TO UL STD. 2017 us WARNING: I nterte k Use 3'1 .5V "AAA„ berry only 501525C SECURITY EQUIPMENT CORP. �� '^,tom-.� L :Y S;• gy,. * Alpin ��- '�eft. � �r� '!Y , j_ I���• f'. :r'^ �. �_ ' -+� • ` rr ud�'•r s'r - 410 lot 4 � f it.\ -'•—_.- + � I •�� . � JFI @/j � FIN yY�', " •_ .,� 'r;. '� � :i?'�11 C i 1 _- Al .. - _ Y Y j a w�►1np*v!�Xe11� •M r�►ORK AOer'p�tn i flues c�pYor ' -LOWGWII Vow 1V*AVMr es�r eansoNONAY At FDEFIANT' 1 2 owl 3 � interuk � 100 DB Siren ` j UI us 1 � , 1 4 k 1.1 r a J�CjZ s .�, <.,.�_ _ '" _r .. e " r s T 4 At V a �_ � C ._ � � L� ,: `#� ��! i � � , � � � s ..� . I ,_ _ .� . -�- ��� 1� �l ,� :��, ,_ . ��_ `►.' � ��_ � -i ��c;a�...-. ", r f �. .. ___., �t,� I • 1 ' V .F V V O _. ��... . ��:: ��.;, V ' lJ" C� � �qI 1 y , . y y .=��F7J�.7i, yr_yP�-f%i�"�� 'R�:''��a.,���� x ' � r �(�f a S• \,4*�.y+_� .:`� ` 1 .- .:fit A � _. :, r � � `� � ,t �c• 1 a, � 1 1. � `. 1 ,N f �.. � ice' i - _ -. �✓.j' S� ' ✓LJ y, At of Mali :. r_=•. + . . ._�'"-.:and a-. I _ lr �� � .r)• �'�%jam ;r � � �'�- ",�y },/ � �. 'S,...t. .1', �f 1. �,�" "'•.a 1L .I �•�i4{���'` .'; ''4 `; f• . , � My,i�`''lgvyY• _. �r �al,�i, �" ���.•.t�� v� r •�. c r- - - r }.�c-r-r�.n>'.t -..�,.�.,�tw� ��' '� (5� ,�'$'ir•;'�,G '""� '..�� ,���� �.J�^',y` .'h 'i,'fir`' x": f� yf 1p �, "�,ry�,•�,�-���� �� ��•-�-�_w�..c�-N�V_ +�1 �� r�ii i,.�.���Y�' "� e. � `�M. f � ) r' � ;�y'l.t, t�lA 14, N411 .� }, k \ { M tire• 1 �, S�� 30