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HomeMy WebLinkAbout51471-Z �O0*of SOUlyOlo Town of Southold * * P.O. Box 1179 �p0: 53095 Main Rd UN". Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 47004 Date: 04/29/2026 THIS CERTIFIES that the building TWO FAMILY DWELLING Location of Property: 7600 Route 25 East Marion, NY 11939 Sec/Block/Lot: 31.-6-11 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 10/21/2024 Pursuant to which Building Permit No. 51471 and dated: 12/12/2024 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: Additions & alterations including a side entry landing to unit 1 and rear porch to unit 2 of an existing two-family dwelling as applied for per ZBA#8077 dated 2/19/2026. The certificate is issued to: BKM Prpts of Shoreham Inc Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51471 4/17/2026 PLUMBERS CERTIFICATION: Pawel Rafalo ki 4/15/ 026 I "f�L' Aut oriz d 'gnature �,Of Sao yo TOWN OF SOUTHOLD ~° BUILDING DEPARTMENT • SOUTHOLD, NY Y 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#: 51471 Date: 12/12/2024 Permission is hereby granted to: BKM Prpts of Shoreham Inc 82 Cobblestone Dr Shoreham, NY 11786 To: Construct alterations to an existing two-family dwelling as applied for to include insulation, roofing, fixtures,electric and window upgrades. Received ZBA approval-Amended 4/17/26-to add side landing and kitchen porch. Premises Located at: 7600 Route 25, East Marion, NY 11939 SCTM#31.-6-11 Pursuant to application dated 10/21/2024 and approved by the Building Inspector. To expire on 12/12/2026. Contractors: Required Inspections: 1 Fees: Single Family Dwelling- Alteration $790.00 CO Single Family Dwelling-Addition/Alteration $100.00 ELECTRIC -Residential $200.00 ELECTRIC SERVICE $100.00 Amendment Fee $19.00 Total $1,209.00 �L Building Inspector �o4aoFSoulyo�o TOWN OF SOUTHOLD BUILDING DEPARTMENT ' 4 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#: 51471 Date: 12/12/2024 Permission is hereby granted to: BKM Prpts of Shoreham Inc 82 Cobblestone Dr Shoreham, NY 11786 To: Construct alterations to an existing two-family dwelling as applied for to include insulation, roofing, fixtures,electric and window upgrades. Premises Located at: 7600 Route 25, East Marion, NY 11939 SCTM# 31.-6-11 Pursuant to application dated 10/21/2024 and approved by the Building Inspector. To expire on 12/12/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $790.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $890.00 Building Inspector *pF SO(/lyolo Town Hall Annex Telephone(631)765-1802 _ 54375 Main Road cn P.O.Box 1179 �0 Southold,New York 11971-0959 �lif'cou ffm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: BKM Prppts of Shoreham Inc. Address: 7600 Rt 25 city: East Marion st: NY zip: 11939 Building Permit#: 51471 section: 31 Block: 6 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Electrician: Ren Power Solutions License No: 57256ME 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 69 Ceiling Fixtures 12 Smoke Detectors 4 Pump Service 3 ph Hot Water 30A GFCI Recpt 6 Wall Fixtures 8 CO Detectors Heater Main Panel 200 A/C Condenser 3 Single Recpt RecessdFixtures 21 Combo Smoke/CO 6 Transformer Sub Panel 100 A/C Blower 3 Range Recpt 50A Ceiling Fan Heat Detectors Salt Gen Transfer Switch Mini Split Dryer Recpt 30A UC Lights Fridge 2 AutoCover ARC 19 Blower Heads Switches 28 Pucks Lights Dishwasher 2 Mini Fridge GFI SepticDisconnect Emrgency Strobe 4'LED Microwave 2 Garbage Disp. ARC/GFI 6 ERV Exit Lights Bath Exhaust 3 Hood 2 Dehumidifier Other Equipment: Meter Main Disconnect(1), 200A Panel 40 Circuit/39 Used, 100A Sub Panel 24/18 Used, Gas FP, Water Heater(2), W/D(2), Oven(2) Notes: Two Story , Two Family House Inspector Signature: Date: April 17, 2026 Town Hall Annex 4 Telephone(631)765-1802 54375 Main Road rr k + P.O.Box 1179 lr co x Southold,NY 11971-0959 BUILDING DEPARTMENT TOWN OF SOUTHOL,D CERTIFICATION Date: Building Permit No. j/1 7/ Ovvner: gr 4- '/617eC Jl; gyApl-LP) 2�A (Please rint) Plumber: Tl4C�.1C� ICa 9 t i (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1%lead. (Plumbers Signature) Swom to before me this /1j— day of — nl: i 1 , 20 62 6 MARIE LaSALLE ".)TARY PUBLIC, State of Now York Notary Public, County Plo.4825421 `+,laIlflad In Suffolk County 11j_ sejlXj lu®1 sj�WOT--��.' f4unoo)fjojjnS UI pG11110no &Zb939t.oN voA moN jo e3a8S 'ona 1d AIVION �'9'TdSol 31�OYN'i 2026 0, p.. APR w u.l %y of soGlyO # TOWN OF SOUTHOLD BUILDING DEPT. u � 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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:'Coll s&v oe? c►2�w i G tat of k/1-L/ ,3h,o pv// 5 JGUG�y ��•o���s , �a-� �2S , /Jew C -a-�ls , �2essv2e s� AK 50,d21V v D6v11 AGC ct 4001L." Wi l--k AAept Cyr l c &o e s,4 ea4tees� ( 01 7VWtk 44� Rod h� �Q,,eA" ATE /a•3o INSPECTOR OF SOUTyo� SI 4 7 6- TOWN F 7�� er 02 O SOUTHOLD BUILDING DEPT. �ou 631-765-1802 INSPECTION - I FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE-RESISTANT PENETRATION [y�] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE I Iq INSPECTOR >. *qf SOUTh°� # # TOWN- OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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: I 1 7-, lml� o z sH S v kulAlr ,s � 5 K,— /P70 c-A& Aw-u 6�� d0c, 1 DATE INSPECTOR ho�aOF SO//Ty�� * ' TOWN- OF-SOUTHOLD BUILDING DEPT. cou , �o 631-765-1802 �lql-1 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: NN � A_.'16VILII DATE 3 707 Wl INSPECTOR. OF SOprhO� # , .TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 [. ] FOUNDATION 1ST/ REBAR ] ROUGH.PLBG. [ ::] -FOUNDATION 2ND [ = ] :.INSULATION/CAULKING . [ I FRAMING / STRAPPING. j ] FINAL ' [.- '.].,FIREPLACE &.CHIMNEY [ ]. FIRE SAFETY:INSPECTION t FIRE,RESISTANT.CONSTRUCTION [ "] FIRE RESISTANT PENETRATION .. .-- [ -]..'ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) VIOLATION [ ` .] PRE C/O [ ] RENTAL REMARKS:e_. n NJ�' '--mil yiwetv _... : . DATE - .�:� g I ;INSPECTOR 1 �: pF SOUTyolo --- - - * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ I H PLBG. [ ] FOUNDATION 2ND [ AULKING ] FRAMING /STRAPPING [ [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: MF ffv L Avwl 0 DATE INSPECTOR �o�aOF SOUlyOlo -- # OF SOUTHOLD BUILDING DEPT. "rourm,�� 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ 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 MA 1 I K I a�Ado Ate Ll � al l I'/ , A a dj-�- a k ducow,/Ir i!f- ` + ` f . 4- o21QAoj L 17 DATE y INSPECTOR - pF SOGjyOlo - # TOWN OF SOUTHOLD BUILDING DEPT. 'oum,� 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 117 INSPECTOR Building Envelope and Duct Tightness Report 2020 New York Energy Conservation Code Address of Test : 7600 Main Road Unit 1,East Marion,NY 11939 Test Date 3130/2026 Building Permit# : 51471 `qjC�iC lian"6e Pathway: Performance Test Completed by: Christopher Silvia REST ET Rater ID It 4150294 Home Energy Solutions Inc. APR 4 2026 NATE ID 4 187 East Main Street ICC ID Huntington,NY 11743 BPI# 631-673-0664 Building Envelope Tightness Threshold: 2020 NY-ECCC Section R402.4.1.3(Multi-Unit)(50.3 CVI%Vft2) Area Calculation: Area Floor 1384 ❑ Conditioned Basement, Ceiling 969 ❑conditioned Crawl Space Walls 1909 Fy] Sealed Attic Total Envelope Area 4262 CFM @50 pa: 1202.81 CFM50/ft' 0.28 Code Compliance:F—PASS Duct Tightness: Post Construction Test-Total Duct Leakage System-1: 1st Floor Duct Location Basement -------------------------- Floor Area 750 Leakage CFM @ 25pa 29.7 CFMAOO ftCFA 3.96% Code Compliance: Pass System-2: 2nd Floor Duct Location Conditioned Space ------------------------ Floor Area Leakage CFM @ 25pa CFMh00 A'CFA nla Code Compliance: Exempt Al l building envelope tightness has been verified And conducted in accordance with RESNEVICC 380 ASTM E779 of ASTM El 827, as required by 2018 IECC as Amended by the 2020 New York Energy Conservation Code, Section R402.4.1.3. The building duct And plenum,Wstdrn has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4,. 'Signature: Date' 3/30/2026 Christopher SilVia,'Horne Eneirgy Solutions Building Envelope and Duct Tightness Report 2020 New York Energy Conservation Code Address of Test: 7600 Main Road Unit 2,East Marion,NY 11939 Test Date: 3/30/2026 Building Permit#: 51471 Compliance Pathway: Performance Test Completed by: Christopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions Inc. NATE ID# 187 East Main Street ICC ID# Huntington,NY 11743 BPI# 631-673-0664 Building Envelope Tightness Threshold:2020 NY-ECCC Section R402.4.1.3(Multi-Unit)(50.3 CFM/ftz) Area Calculation: Area Floor 723 ❑ Conditioned Basement Ceiling 723 ❑Conditioned Crawl Space Walls 1024 Sealed Attic Total Envelope Area 2470 CFM @50 pa: 699.5 CFM50/ft': 0.28 Code Compliance: PASS Duct Tightness: Post Construction Test- Total Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space Floor Area Leakage CFM @ 25p4 n/a CFM/100 ft2 CFA n/a Code Compliance: Exempt System-2:. 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 Energy Conservation Code, Section R402.4.1.3. The building duct and plenum system has been verified as required by the 2018 IECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: Date: 3/30/2026 Christopher Silvia,Home Energy Solutions COUNTY OF SUFFOLK �r • • • I I EDWARD P,ROMAINE SUFFOLK COUNTY EXECUTIVE ! DEPARTMENT OF HEALTH SERVICES OREOON H.PIGOTT MD,MPH � commissioner c k Brett Llmoncelii April 4, 202D 76(W Main Rd East Marion,Ny 11939 Rol' SANITARY REPLACEMENT/i ETROFIT ACKNOWLEDGEMENT HOMEOWNER: Brett Limoncelli 1 ADDRESS: 7600 Main Rd t=ast Marlon, ivy 11939 SC Tax Map Number(s)of the Property: 1000031000600011000 SHIP Reference Number: SHIP-25-00246 -- v-erf Reo4 -(;pp, 6droorn Sy*YY1 ` Please be advised that a.licensed liquid waste contractor has completed a sanitary system replacement/retrofit at the subject site in accordance with the Suffolk County Department of Health (SCDHS) Standards for Procedures for the Replacement and Retrofit of Existing Sewage Disposal Systems for Single-Family Residences and Other Than Single-Family Residences. If you have any questions or comments regarding this installation please call 631-85 -5469. Sincerely, Office of Wastewater Management DIVISION OF ENVIRONMENTAL QUALITY 1t Ha a 360 Yaphank Avenue,Suite 213,Yaphank NY 11980(631)862.6760 Fax(631)852-5760 r . Fire Coating "L� Certificate CONSTRUCTION a Jobsite Address: 7600 Main Rd, East Marion, NY 11939 This form must be filled out and posted to comply with building code requirements. Meets 2008 ICC 700 National Green Building Standard, ICC-ES Acceptance Criteria for Fire-Protective Coatings Applied to Spray-applied Foam Plastic Insulation Installed without a Code-prescribed Thermal Barrier (AC456), and NFPA 286 DC 315 is a single-component, water based, liquid-applied intumescent coating, which has been applied with wet film thickness of 18 wet mils (12 dry mils) at a rate of 1.12 gal/100 ft2 The finished fireproofing has been sprayed by airless spray equipment at ambient temperature, with uniform minimum thickness specified to exposed spray foam areas. Consult International Building Code (2021), Section 09 96 43 - Fire Retardant Coatings Contractor: Eli Construction Services Date of installation: 02/13/2025 INC. Phone: (631) 869-5171 Permit number: 51471 1490 William Floyd Pkwy#109 Shirley,New York 11967 T (631) 869-5171 A X1 info@eliconstruction.com CONSTRUCTION ": � -*a Insulation Certificate CONSTRUCTION' Jobsite Address: 7600 Main Rd, East Marion, NY 11939 This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. ❑Q Open Cell Q Closed Cell ❑ Fiberglass Consult International Building Code, Chapter 26-Plastic and International Residential Code (IRC) R316 Foam Plastics for specific requirements. The spray polyurethane foam and fiberglass insulation system(s) has/have been installed in accordance with manufacturer's processing guidelines to provide a thermal resistance. Area Insulated Material Aged Thickness"" R-Value Sloped Roofs Closed Cell Spray Foam R-38 At 5" inches Attic Roofs (Air handlers areas) Closed Cell+ Open cell R-35 At 7-1/2" inches Spray Foam Above Grade Exterior Walls Closed Cell Spray Foam R-23 At 3" inches Crawl space and basement Closed Cell Spray Foam R-23 At 3" inches ceiling Underneath floor Closed Cell Spray Foam R-23 At 3" inches Rim joists Closed Cell Spray Foam R-15 At 2" inches —Nominal thicknesses are representative of field Contractor: Eli Construction Services Date of installation: From 01/17/2024 to INC. 01/20/2024 Phone: (631) 869-5171 Permit Number: 1490 William Floyd Pkwy#109 Shirley,New York 11967 Tr� (631) 869-5171 4---V;A;/ ^L� info@eLiconstruction.com CONSTRUCTION r � 1 FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION (1ST) ------------------------------------ C I'OUNDATION (2ND) arm;� ,nf Lo�Ljcn H �01 ROUGH FRAMING& V1,PLUMBING � � S 1 I y N INSULATION PER N.Y. y STATE ENERGY CODE (F-4 ,al w► s 6t FINAL i 3 Slnl `t•l7-a�p -- ADDITIONAL COMMENTS io JPBA rn o � q - I if' 2(o Su v 1 e �ivYf o y- I - G r K• ),J 1q. oa x LP M—)4, Ccit-d -V 16,u\kve�4"601 wk-r dQbr, q - zc - Z(e �sel e zt 120 q 2 o _ x b r i �og�fFOIK�oGyy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT N .T Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax(631)765-9502 https://www.southoldtownny.lov Date Received APPLICATION FOR BUILDING PERMIT _.. -__.__.._--------- Vq For Office Use Only p� FF ; PERMIT NO. 5 i Lf Building Inspector: �� 1 0 C T 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 PT.,MD-1 T E'77. Owner's Authorization form(Page 2)shall be completed. ,,0i b , � �,�, Date: U • , OWNER(S)OF PROPERTY: Name: SCTM#1000- eT. _oN a c.L , Oh --Project Address: IV_ -_ n Phone#: 33.y._.. .� ' / . Emailb Mailmg Address. CONTACT PERSON: Name: _ 1041 _.. . _ - Mailing Address: LTG 7F, Phone#: 01 � Email: DESIGN PROFESSIONAL INFORMATION: Name:.._.. ..N...,I,JK_ L _... . ... ..r.._.. Mailing Address: A O Phone#: I 8 Email: _ 3._. - CONTRACTOR INFORMATION: Name: _. 57n � -. _.I Mailing Address: +... _V_e.,. (Z.� WC �03 Phone#: 6'}1,. I y 3.3 L`. Email:l=',_ DE SCR IPTION.OF PRO OSED CONSTRUCTION ❑New Structure Addition ❑Alteration ❑Repair ❑Demolition Esti a Lost of Projecot: ❑Other $ Will the lot be re-graded? ❑Yes No Will excess fill be removed from premises? ❑Yes Afty-' 1 PROPERTY INFORMATION Existing use of property: Le's I Qet�� Intended use of property: Zone use district in which premises is situated: Are there any covenants and restrictions with respect to this property? OYes o iF YES,PROVIDE A COPY. IN(Check Box After Reading: The owner/contractor/deslgnprofessional 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 bulldings, 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 pursuantto SeNon 210AS of the New York State Penal Law. Application Submitted By(print name): L)',)C.TC)' f�Q S I Authorized Agent ClOwner Signature of Applicant: Date: / • STATE OF NEW YORK) SS: COUNTY OFSU+FcyL ) U(, C-+ �� 2�,5 (7uuV��eing duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the L913 (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this 1_day of C� �-_. ,20� Notary Public State of New York No. 5006882 lified in Suffolk County ?ROPF,F,"°"�t JISER AUTt gftommis i'bn Expires January 1 f,20" (Where the applicant is not the"owner) ( N 6/kIG Lti Z C01 -C\,Is L) residing at 'do,herebyauthorize ��'�� �l ' i��S,l� dUtsawon y behalf to the l w of Sout ullding Department for approval as described her in. Owne igna ure Date ��� � ��S M G ry Print Owner's Name 2 FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 7, 2025 TO: BKM Prpts of Shoreham Inc 82 Cobblestone Dr Shoreham,NY, 11786 Please take notice that your application dated April 1, 2025: For permit to: to construct additions and alterations to an existing two-family dwelling and legalize an existing accessory shed at: Location of property: 7600 Main Road, East Marion,NY County Tax Map No. 1000— Section 31 Block 6 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 17,388 sq.ft. parcel in the R-40 residential district, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The survey shows a front yard setback of 23.7 feet. Additionally, the existing accessory shed is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots between 10,000 and 19,999 sq.ft. shall maintain minimum rear and side yard setbacks of 5 feet. The survey shows the shed to have a rear yard setback of 4.9 feet. Variance requirements were found upon field inspections for BP# 51471 41)2e= S hlwA Au orized Signatuy Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file, ZBA FORM NO. 3 TOWN OF SOUTHOLD BUILDING DEPARTMENT SOUTHOLD,N.Y. NOTICE OF DISAPPROVAL DATE: May 7, 2025 RENEWAL: October 21,2025 TO: BKM Prpts of Shoreham Inc 82 Cobblestone Dr Shoreham,NY, 11786 Please take notice that your application dated April 1, 2025: For permit to: to construct additions and alterations to an existinjz'two-family dwelling and legalize an existing accessory shed at: Location of properly: 7600 Main Road, East Marion,NY County Tax Map No. 1000—Section 31 . Block 6 Lot 11 Is returned herewith and disapproved on the following grounds: The proposed construction on this non-conforming 17,388 sq.ft. parcel in the R-40 residential district, is not permitted pursuant to Article XXIII Section 280-124, which states lots measuring less than 20,000 square feet in total size require a minimum front yard setback of 35 feet. The survey shows a front yard setback of 23.7 feet. Additionally, the existing accessory shed is not permitted pursuant to Article III, Section 280-15, which states accessory buildings and structures on lots between 10,000 and 19,999 sq.ft. shall maintain minimum rear and side yard setbacks of 5 feet. The survey shows the shed to have a rear yard setback of 4.9 feet. Variance requirements were found upon field inspections for BP# 51471 Audbrized Signature Note to Applicant: Any change or deviation to the above referenced application may require further review by the Southold Town Building Department. CC: file,ZBA BOARD MEMBERS &DF so yo Southold Town Hall Leslie Kanes Weisman,Chairperson 53095 Main Road•P.O.Box 1179 Patricia Acampora Southold,NY 11971-0959 Robert Lehnert,Jr. era Office Location: Nicholas Planamento G,'rc► �O� Town Annex/First Floor Margaret Steinbugler O 54375 Main Road(at Youngs Avenue) C OU Southold,NY 11971 RECEIVED http://southoldtownny.gov + ij-Q (S 3.0,TM ZONING BOARD OF APPEALS E9 5 2026 TOWN OF SOUTHOLDCf Tel. (631)765-1809 [�Q Southold Town Clerk FINDINGS,DELIBERATIONS AND DETERMINATION MEETING OF FEBRUARY 19,2026 ZBA FILE No.: 8077 NAME OF APPLICANT: BKM Properties of Shoreham,Inc. PROPERTY LOCATION: 7600 Main Road,East Marion,NY SCTM No. 1000-31-6-11 SEORA DETERMINATION: The Zoning Board of Appeals has visited the property under consideration in this application and determines that this review falls under the Type II category of the State's List of Actions, without further steps under SEQRA. SUFFOLK COUNTY ADMINISTRATIVE CODE: This application was not required to be referred to the Suffolk County Department of Planning under the Suffolk County Administrative Code Sections A 14-14 to 13. LWRP DETERMINATION: The relief, permit, or interpretation requested in this application is listed under the Minor Actions exempt list and is not subject to review under Chapter 268. PROPERTY FACTS/DESCRIPTION: The subject property is a 17,388.58 sq. ft.non-conforming lot located in an R 40 Zoning District. The property has a frontage along NYS Route 25 of 122.48 feet,then it turns southeast for 143.43 feet.,then turns southwest along the rear property line for 130.00 feet before returning northwest 133.35 feet back to NYS Route 25. The property is improved with an existing two-story residence. Additionally,there are three sheds in the rear yard, two of which are in conforming locations. All shown on survey prepared by Jason D. Leadingham,L.S.,last revised on October 23,2025 and received on October 30,2025. BASIS OF APPLICATION: Request for Variances from Article III, Section 280-15;Article XXIII,Section 280- 124;and the Building Inspector's October 21,2025 Notice of Disapproval based on an application for a permit to construct additions and alterations to a two family dwelling and legalize an accessory shed;at: 1)dwelling less than the code required minimum front yard setback of 35 feet;2)shed less than the code required minimum rear yard setback of 5 feet;at: 7600 Main Road,East Marion,NY. SCTM#1000-31-6-11. RELIEF REQUESTED: According to the Building Inspector's Notice of Disapproval,a variance should be sought to maintain the front yard setback of 23.7 feet where a minimum of 35 feet is required,however,the survey depicts a front yard setback of 23.3 feet from the front edge of the deck that was rebuilt in-kind. A variance is also required for an accessory shed located in the rear yard with a rear yard setback of 4.9 feet where a minimum of 5 feet is required. ADDITIONAL INFORMATION: As per testimony from the applicant,there is currently a project proceeding on the site under building permit 951471,dated December 12,2024. During the course of construction,the front decking was found to be rotten and unsafe,and needed to be replaced. The applicant replaced the existing wood decking in- Page 2,February 19,2026 #8077,BKM Properties SCTM No. 1000-31-6-11 kind,and during a framing inspection it was deemed a variance would be required. During this process,it was found that one of the sheds was too close to the rear property line by mere inches. FINDINGS OF FACT/REASONS FOR BOARD ACTION: The Zoning Board of Appeals held a public hearing on this application on February 5,2026,at which time written and oral evidence were presented. Based upon all testimony,documentation,personal inspection of the property and surrounding neighborhood,and other evidence,the Zoning Board finds the following facts to be true and relevant and makes the following findings: 1. Town Law 4267-b(3)(b)(1). Grant of the variances will not produce an undesirable change in the character of the neighborhood or a detriment to nearby properties. Due to the nature of the work done on the house, there has been no change to any of the setbacks from what has existed for years on the site. The work in question is a simple decking replacement that was done in-kind,and the shed has not been moved for many years since its construction. Therefore there will be no undesirable change in the character of the neighborhood. 2. Town Law 6267-b(3)(b)(2). The benefit sought by the applicant cannot be achieved by some method,feasible for the applicant to pursue,other than an area variance.The residence exists,and the current front deck already exists legally,but with a front yard setback less than allowable,therefore any work done would require an area variance. The shed in the rear yard has been in this location for many years and moving it for less than a foot would most likely compromise the structure. 3. Town Law 4_267-b(3)(b)(3). The variance for the front deck granted herein is mathematically substantial, representing a 33.4% relief from the code. The variance for the accessory shed rear yard setback is not mathematically substantial,only representing a 2%relief from the code. However,the front deck already exists,and the project in question is merely a replacement in-kind of the existing deck. The accessory shed is within inches of conforming and moving it would cause more damage to the structure than leaving it in place. 4. Town Law 4267-b(3)(b)(4). No evidence has been submitted to suggest that a variance in this residential community will have an adverse impact on the physical or environmental conditions in the neighborhood. The applicant must comply,with Chapter 236 of the Town's Storm Water Management Code. 5. Town Law 4267-b(3)(b)(5). The difficulty has been self-created. The applicant purchased the parcel after the Zoning Code was in effect and it is presumed that the applicant had actual or constructive knowledge of the limitations on the use of the parcel under the Zoning Code in effect prior to or at the time of purchase. 6. Town Law 4267-b. Grant of the requested relief is the minimum action necessary and adequate to enable the applicant to enjoy the benefit of a front deck and accessory shed while preserving and protecting the character of the neighborhood and the health, safety and welfare of the community. RESOLUTION OF THE BOARD:In considering all of the above factors and applying the balancing test under New York Town Law 267-B,motion was offered by Member Lehnert,seconded by Member Planamento,and duly carried, to GRANT the variances as applied for a 23.3 foot front yard setback for the proposed construction of the single family dwelling,and a 4.9 foot rear yard setback for the existing accessory shed. SUBJECT TO THE FOLLOWING CONDITIONS: 1. The applicant shall submit a revised dated,signed and sealed Site Plan and Architectural Plans depicting a front yard setback of 23.3 feet from the front edge of the repaired deck. i Page 3,February I9,2026 #8077,BKM Properties SCTM No. 1000-31-6-11 2. The applicant must apply to the Building Department for a building permit for the"as built" improvement(s)within 90 days of the date of this decision and submit same to the Office of the Zoning Board of Appeals,or submit a written request for an extension to the Board of Appeals setting forth the reason(s)why the applicant was unable to obtain a building permit in the time allotted. 3. The applicant must obtain a Certificate of Occupancy from the Building Department for the"as built" improvement(s)and submit same to the Office of the Zoning Board of Appeals within 12 months of this decision or submit a written request for an extension to the Board of Appeals setting forth the reason(s) why the applicant was unable to obtain a Certificate of occupancy in the time allotted. This approval shall not be deemed effective until the required conditions have been met At the discretion of the Board of Appeals,failure to comply with the above conditions may render this decision null and void That the above conditions be written.into the Building Inspector's Certificate of Occupancy, when issued The Board reserves the rieht to substitute a similar desien that is de minimis in nature for an alteration that does not increase the decree of nonconformity, Provided de minimis relief is requested within one year of the date of this decision. Any time after one year,the Board may require a new application. IMPORTANT LDUTS ON THE APPROVALS)GRANTED HEREIN Please Read Carefully Any deviation from the survey,site plan and/or architectural drawings cited in this decision,or work exceeding the scope of the relief granted herein, will result in delays and/or a possible denial by the Building Department of a building permit and/or the issuance of a Stop Work Order, and may require a new application and public hearing before the Zoning Board of Appeals. Any deviation from the variances)granted herein as shown on the architectural drawings,siteplan and/or survey cited above,such as alterations,extensions,demolitions, or demolitions exceeding the scope of the relief granted herein, are not authorized under this application when involving nonconformides under the zoning code. This action does not authorize or condone any current or future use,setback or other feature of the subject property that may violate the Zoning Code,other than such uses,setbacks and other features as are expressly addressed in this action. TEVIE LDMS ON THIS APPROVAL: Pursuant to Chapter 280-146(B)of the Code of the Town of Southold any variance granted by the Board of Appeals shall become null'and void where a.Certificate of Occupancy has not been procured,and/or a subdivision map has not been filed with the Suffolk County Clerk,within three(3)years from the date such variance was granted. The Board of Appeals may,upon written request prior to the date of expiration,grant an extension not to exceed three(3)consecutive one(1) year terms.IT IS THE PROPERTY OWNER'S RESPONSIBILITY TO ENSURE COMPLIANCE WITH THE CODE REQUIRED TIME FRAME DESCRIBED BEREIN.Failure to comply in a timely manner may result in the denial by the Building Department of a Certificate of Occupancy,nullify the approved variance relief,and require a new variance application with public hearing before the Board of Appeals. Vote of the Board: Ayes:Members Weisman(Chairperson),Planamento,Acampora,Lehnert,and Steinbugler.(5-0) eslie Kanes Weisman,Chairperson Approved for filing ?V /2026 t t, BUILDING DEPARTMENT-Electric Inspector 2025 ' r 15 ' TOWN OF SOUTHOLD�J JAN t. x ` � � � s Town Hall Annex-54375 Main Road -PO Box 1179 Southold, New York 11971-09b ;,�,r, Telephone (631)765-1802 -FAX(631)765=9502 iamesh(EDsoutholdtownrn;_,gov- seand@sauthoidto%inn�.ctov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION tali Wbrmation Required) Date: - Co niparry Name: i Electrician's Name: W License No.: tbha �_.z Elec. email: .e Q b Elec. Phone No: _ . ❑I request an email copy of Certificate of Compliance • Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Lrez t VA J, r, IeLQ Address: 96b 6 A V Cross Street: "o Arg, L, PJ.e. Phone No.: Bldg.Permit#: email: PSTetliv [y L0!#j Cow' Tax Map District: 1000 .Section: 0 Block: Lot: d BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clear( �—C�1'u 5�'l���"t�' �C-rtc 777c��JS� �+0 IP VSTi 0�91 w 0 fl cu. w S1VfLie T ri _V43:ALA tP are Footage: Circle All That Apply: Pm I Is job ready for inspection?: YES❑NO Rough In Final Do you need a Temp Certificate?: YES D NO Issued Temp Information: (All information required) Service Size_! Ph,03 Ph Size -0 A #Meters. Old-Meter# ❑New ServiceOFire Reconnect�Flood Reconnect�Service ReconnectQUnderground ER6verhead #Underground Laterals ! n2 H Frame Pole Work done on Service? Y RN Additional Information: n LO Ott) 131PAYMENT DUE WITH APPLICATION ,,L6 koo -too, i- BUILDING DEPARTMENT-Electrical Inspector x TOWN OF SOUTHOLD o • Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 4M Temporary Certificate # I Date f I� 2025 Customer Name LiryAlonam Electrician Name sotu-bMs Address'7(a0 Afi� 6, EASj- f Phone (obt 07 e-mail q \ ; ;` e-mail 0(0+l Phoj License Size':` - A Phase Overhead lJidergreund.: 4 of Meters Remarks ---- #of Underground Laterals) ]., 2 NEW "hf" r..a_�1Qvr n0!e, -- -- P -Fire Reconnect = Was^u.- rk_.dare inn ServicC e Y/ ; Flood Reconnect O.Id Ca9eter : (7 `� �_�1 �i - Service Reconnected Application for electrical service equipment is on file with th'e.toirvn of Southold.On the-applicant's rotdfica:?on that ti isinstaiiation ds7compiete *nei._-,vrrAedreondLr-t a-iDresnises inspection of the service equipment 'arils veriticzatwi-,,is-vailo for 9a aays tram.tne-ciate-aoovc. 110 gUFFO(,� .�; BUILDING DEPARTMENT-Electrical Inspector DEC 1 9 20 Towy'` TOWN OF SOUTHOLD ® own Hall Annex-54375 Main Road - PO Box 1179 A o Southold, New York 1 1 971-0959 r y®1 ��0�r}s �� A Telephone (631) 765-1802 - FAX (631) 765-9502 r(a)southoldtownny.gov - seand(a)-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: RRM —eOWC�- bDWTIDAS Electrician's Name: ft- License No.:rn��.�� � Elec. email: Re 0 Q 0 Elec. Phone No: ❑I request an email copy of Certificate of Compliance • Elec. Address.: C-bY0 JOB SITE INFORMATION (All Information Required) Name: BQJP�LneZe Address: 91gh b — o Cross Street: .e -e— Phone No.: BIdg.Permit#: _ email: 061e Zo .NLILUDWqaMCo'm' Tax Map District: 1000 Section: d Block: 06 Lot: 611 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): rV P Orl Ny Two- FAm 1 ty R S iV P LIe T'D ut Tub are Footage: Circle All That Apply: Is job ready for inspection?: YES NO Rough In ❑ Final Do you need a Temp Certificate?: ® YES NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑NewServiceQFire Reconnect OFlood ReconnectOService Reconnect QUnderg round E]Overhead #Underground Laterals 1 n2 H Frame Pale Work done on Service? OY N Additional Information: PAYMENT DUE WITH APPLICATION pd � 1 0q°�l � A c5z l [q� � 7 .BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD DEC 1 9' 20�ow n�'H611 Annex - 54375 Main Road - PO Box 1179 %8a Southold, New York 11971-0959 Telephone (631) 765-1802 -9502 FAX (631) 765 lbmot 4c-D southoldtownny.gov - seandCcD-southoIdtownny.qv APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail information Required) Date: 5T Company Name: 'RerA fnWd, bILMD Electrician's Name: Mo W MU fVe.-2---. License No.: fA1% _.qO I<L Elec. email: RR-N)12n(1)e fas Elec. Phone No: request an email copy of Certificate of Compliance •CbVA Elec. Address.:,5U AID I Dfzlue-- Se I .nAAN AI 11 1/!Z JOB SITE INFORMATION (All Information Required) Name: Lg t rio-7- Ll M t) �J ceLci Address: 6 h aS—� P a to VX Cross Street: C1 Ar?,- N -4e- 1 Phone No.: Bldg.Permit#: email: e(ko Q6LALL!DIw14?0M;Q �C,,A- 1 Tax Map District: 1000 section: 011 Block: Lot: t) BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print CleaFAm -rui 0- I t)/ �A)5-r�Lf`rt' A0<VA77bA.!S'F6 /W 1P YJST �Jq u< h5 iVf Lie ri Cft Ll be X A ro Uk<LL I V0 7" are Footage: Circle All That Apply: Is job ready for inspection?: YES❑NO mRough In E] Final Do you need a Temp Certificate?: F-1 YES[-I NO issued On Temp Information: (All information required) Service SizeF11 Ph F13 Ph Size: A #Meters Old Meter# F]New ServiceE]Fire Reconnect[]Flood Reconnect E]Service Reconnect[-]Underg round Roverhead # Underground Laterals R2 n H Frame Pole Work done on Service? Y RN Additional Information: PAYMENT DUE WITH APPLICATION 0q0 �� � P i tql�A PERMIT# `� ddress: Switches Outlets GFI's Surface ( `A ` Sconces H H's UC Lts Fridge) HW p"y g POOL Fans Mini Fr. W/D�� Panel Pump Exhaust Oven 67CAI. 50�Sump Heater Trnsfmr Smokes I DW Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC M AH Hoo Blower Service Amps Have 4jUsed Sub Amps Have 7, , Used v � Comments O-J J 9- 2 inl1--,0,_1 i Easton Home rNY ing 1405 Deer Park:Avenue,N.Babyl03(631)334-7489 fax(6 )677-3600 Re: 7600 Main Road East Marion Permit #51471 John, Here is a revised set of plans you requested. Within one week our expeditor will be filing for the shed permit and deck variance that you informed me about. I just picked up the revised plans today and wanted to get you a set. If you need me to have something revised or supply anything else to you before the expediter submits etc. just let me know. Thank You, J- Rick Hovanec 631-334-7489 SYMBOL LEGEND p MONUMENT FND 0 MANHOLE -Q� TEST HOLE BEARINGS SHOWN HEREON ARE BASED 0 I.P. /I.B. FND ® -A"-INLET TREE ON DEED BOOK 11136 PAGE 098 ® I.P. /I.B. SET ® °B"-INLET SHRUB 0610 SPOT ELEVATIONS ® YARD INLET BOLLARD b UTILITY POLE 0 YARD INLET . WETLAND FLAG >— GUY WIRE ® ELECTRIC METER CANT. CANTILEVER UTILITY POLE W/LIGHT [M GAS METER FE.FENCE LIGHT POLE IT] WATER METER MAS.MASONRY SIGN pd GAS VALVE PLAT.PLATFORM PVC FENCE (PVC) WATER VALVE W.W.WINDOW WELL —� STOCKADE FENCE (STK) M B/W BAY WINDOW —X— CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE WIRE FENCE R/O ROOF OVER FIRE HYDRANT D.C. DEPRESSED CURB A/C UNIT ® CROSS CUT G.O.L. GENERALLY ON LINE 0 STAKE O/L ON LINE R.O.W. RIGHT OF WAY MAIN ROAD UTE 25 N•Y•s RyYIDE) (66' EDGE OF PAVEMENT__ -- 122.48 GONG.CURB �T52055'30#9E-- o CONC_WALK gS.99 STK N STIK M FEN FEN W — :4 IV 1 CY) DECK W/R o CO �O.T R/0 W E I IHG z QI ASPHALT LL #76 T- L 1 DRIVEWAY Is I 7 6 �..1 O 1 y �/ �, TAX LOT 12.1 \I• LO I a! 9.3� 0 7n �I WRF f0.9 o C/E 633' W I X 18.0' .B' I TAX LOT 28.5 7'WRE FEN. PST' W/GATE CONC. r ` � PLAT. f TAX LOT 11 SHD M CONC.PLAT. 3.3' Q Q. W/R/Oko r" M 1 .2 Q- 1 .44/ N w 1 VI o � STK YL j 6 FEN .CVr° HF SHD .4' SHD 1' O/L STK STK 5.JF'm 7.2'f SHD t O/L FENS FEN 7. STK FEN 6.6' 0.4?PVC r 0.8'� 0.6't 9D,� t SHD 0.1" 41 STOCKADE FEN. PIPET _S5/0 O 9'Ots DILAP 6' STOCKADE FEN. FSTK EN O FEN I Q WATER TANK 130.00 —0.9. PVC ILO--------I PIPE I ASPHALT I I r GRAVEL I / AREA TAX TAT 28.5 GRAPHIC SCALE 30 0 15 30 LOT AREA ry� 17,388.58 S.F. ❑� ( IN FEET ) 0.40 AC. 1 inch = 30 ft. SURVEY OF PROPERTY (�OF NEW Y s LEgpO SCALICE DR y 7600 MAIN ROAD, EAST MARION, NEW YORK 11939 land surveying o mjslandsurvey.com P:631 -957-2400 SITUATE n EAST MARION, TOWN OF SOUTHOLD F 050736 � 1 South Bay Avenue, Islip, NY 11751 SUFFOLK COUNTY, NEW. YORK OAND S DR.:MC TREW.:JM SCALE: 1" = 30' TAX MAP NO. DATE SURVEYED:05/14/2024 1 JOB No.S24-2362 1000-031.00-06.00-011.000 (1)UNAU ® OO iHOR ALTERATION OR AIDON TO THE SURVEY YAP BEARING A UCENSED LAND SURVEYOR`S SEAL IS A VIOLATION OF SECIION 7209,SUB-DNL90N 2.OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYDR T 'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SLErQFrS OIDGINAL WORN AND OPINIM (,)CERTIFICATIONS ON THIS BOUNDARY SURVEY YAP SIGNIFY THAT THE MAP WAS PREPARED IN ACCORDANCE WrrH THE CURRENT EXISTING CODE OF PRACTICE FOR LAND SURVEYS ADOPTED BY THE NEW YORK SPTE ASSOCIATION OF PROFESSIONAL lANO SURVEYORS.INC.THE CERIBIGTION 5 UYfTED 70 PDi50NS FOR YMOY THE BOUNDARY SURVEY YAP N PREPARED,TO THE TIRE COMPANY,TO THE GOVERNMENTALBOUNDARYSURVEY AGENCY,ANTI TD THE(ENDING INSTRUIION USIED ON THIS BOUNDARY SURVEY YAP.(4)THE C6IDFlGTIOELS HERER!ARE NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ARE NOT ALWAYS NNOWN AND OFTEN MUST BE ESRYATED'IF ANY WJDERGRWND IMPAOJOIENiS OR ENCROACHMENTS DUST OR ARE SHOWN,THE IMPROVEMENTS OR ENCROACHMENTS ARE NOT COVERED BY THIS SURVEY.(B)THE OFFSET(OR DIYFNSONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY ONES ARE FOR A SPECIFIC PURPOSE AND USE AND 1NDiF3ORE ARE NOT INTENDED AN TO CEDE THE ERECTION OF FENCES.NOTSHOWN RETAINING N ARE POOLS.PATIOS PIAMING AREAS,AOORIONS 70 BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF 7H6 91RVEY.(9)THE SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR FA4TIFN5 OF RECORD 6 ANY,NOT SNOWN ARE NOT GIYRANTEFD. (1 0)IF TXIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TIRE REPORT.THE EXISTENCE OF ANY COVENANTS.RESIRICOONS,EASEMENTS AND/OR PoCHIB OF WAY OF RECORD,IF ANY,MAY NOT BE SHOWN OR ADD �ID AND ARE NOT GUARANIFID. FSYMBOL LEGEND t T FND © MANHOLE TEST HOLE FND "A"-INLET " TREE BEARINGS SHOWN HEREON ARE BASED SET ® "B"-INLET ON DEED BOOK 11136 PAGE 098 SHRUBVATIONS ® YARD INLET BOLLARD LE ® YARD INLET . WETLAND FLAG >-- GUY WIRE ® ELECTRIC METER CANT. CANTILEVER UTILITY POLE W/LIGHT © GAS METER FE.FENCE LIGHT POLE ® WATER METER MAS.MASONRY j SIGN N GAS VALVE PLAT.PLATFORM —0— PVC FENCE (PVC) wv W.W.WINDOW WELL �- STOCKADE FENCE (STK) X WATER VALVE B/W BAY WINDOW x— CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE —'— WIRE FENCE R/O ROOF OVER C/ A/C UNIT FIRE HYDRANT D.C. DEPRESSED CURB ® CROSS CUT G.O.L. GENERALLY ON LINE 0 STAKE CIA ON LINE R.O.W. RIGHT OF WAY i ROA D gAy S jRojjTF 25 122.�8 pF PAVEMENT���— W EDGE OF CONC.CURB rT5 2055 CONE WALK M S'm N FEN 7s'8 FEN �I 0.4' I I ~ LA DECK W/R 0 1 M ' 20,7 i (V� R/0 U1 f f 1DIF1G f `1 Wr, ,9 RA 600 i/ ASPHALT ,�' 0 TAX LOT LZ.1 I� Q DRIVEWAY 15.1' i� !iI 633' F '0C/E i O —0.9 18.0' 14 s. fi3.3i, x PLAT CONC• r 1 7' WIRE FEN. r TAX LOT 28.5 W/GATE {•� sHD cq TAX LOT 11 CONC.PLAT. M W/R/O 1A:2 Q n 144 As SN s11K Q '�VIt40 J U5 66, FEN 712.0 SHD f i J5.1 0/1 O�E 14..4 j 1.1' SHD FEN. .2 t i 6.6't 4' STOCKADE 5.}io/ 51KN " 6'STOCKADE FEN. STK 0 4 00 4.9t 57t 4 8 y DILAP tFEN FEN r FEN SND t 4.9' u #10 II —0.9. PVC r 0.6't PIPEI 1 p TANK 130.0 WATER --I PIPE I GAREA ASPHALT I 1 TAX LOT 28.5 LOT AREA s r ^L1� 17,388.58 S.F. GRAPHIC t'! 30 0.40 AC. 0 15 30 OF pp OpERTY IN FEET ) SERVE ■ ft. 1 inch = 30 max, MARION, NEW PORK 11g39 ICE s c " 7600 MAIN ROAD, SITUATE OOoo�oF NEW), e n g SOUTHOLD P o EEAD/� ,� h a n d s u r� y TOWN OF c .� 9 57—2400 EAST MARION, Ty, NEW YORK �° ti� cOnl P:631 _ SUFFOLK m jslandsurveA 1 1751 Avenue, Islip, NY O 1 south B11Y TAX MAP NO, O WORK AND o: C� Is SCALE1 1" = 30 06.00_011.00 CONES OF 7HE ypTVEYOR'SURVEY p 'Rp. O31.00— UINE TRUE AN NS FOR WHOM THE 00`�_�1 UNOPfiY ENF+0 6 CREW:JM 1 OOO— ARE GEN p00� °CO'_ UNDERGROUND IMP PAi v,♦, 0507� \ 5 ° OF RD ANY. V v u%To PFRSO gyp,IF ANY Rya"wc w GTION IS MUST BE E ON OF FIF AW ARE NOT GUARAt \ DR..MC JOB 4-2362 SURVEY MAPS W°H T"ll.H�S Y°YpRd IN "A°S KNCWN ANO pm TO GUIDE 1HE S OF RE p ff NOT 91°"" LAND No.S2 ONIY BWNOARY OF PROFFSSONAL GCNMEFRS ARE NO RE ARE N T INIFN OCR Ep5ET1ENT5 �14 2024 pREw�A�DOAPUSE M °H°E"NI YORR SUN E1. RIG OF A AN (S)THE LOGSON OF U LINES ARE FOR OB(M TOTAPI.U. �(9)THE ETIIS�RCE OF WAY HTS DATE SURVEYED:05 / sue-om9oR�• srA " ON]�P. 5F1,I,6 A VIOVE Gu RENT IXI)OF TTH ��FlGTIOPN RHERQN N°TFROy TH SIRUCRI OT°� AWN OltAADFOCU AND ARE NOT TO THIS SURVEY MAP BFNUNG A pEEDDMED0IN LISTED ON TMR�OUNGRY SURLY •�4ETM°R DIMENSIONS)5"9iNEY()TVA.SURVtYRO 6 ANY.W�OT BE SNOW ORIZEO u,VATNONI OR UNDARY SURVEY�p SLOW AND 10 THE TENDING INSR1U00 N ED BY THIS SURVEY.(B)NfRE NOT SET P AND/OR RIGHR OF WAY OF RECO MI ARE CORNER MONUME RMMICRONS.EASENENIS (1)��FlGTpNS Oro T'"�+EaCAVERNMENTAL AGFN��°R ENCR;a UGNON.( PROCn ANY&wERANTS• TT"jCROACN CMENrU�DIONSj VpUIM W OTHER°�O�REpORT THE EpSIET10E 7O BUGOI BFNFFR PV,NRNO AAFSS. ,HAS PREPARED W� (10)IF THIS SURVEY SYMBOL LEGEND 0 MONUMENT FND. © MANHOLE $ TEST HOLE BEARINGS SHOWN HEREON ARE BASED ® I.P. /I.B. FND "A"-INLET a TREE -,� �Ir(r' b�'u�,, ? - �r" r `\ ON DEED BOOK 11136 PAGE 098 Imo^ V L= (i 1l 4 S 11 I.P. I.B. SET "B"-INLET SHRUB r R f 0355 SPOT ELEVATIONS Eq YARD INLET • BOLLARD �QD UTILITY POLE YARD INLET WETLAND FLAG } GUY WIRE © ELECTRIC METER CANT. CANTILEVER j I' APR 1 4 2026 C =0 UTILITY POLE W/LIGHT © GAS METER FE. FENCE LIGHT POLE W❑ WATER METER MAS. MASONRY -� SIGN D4 GAS VALVE PLAT. PLATFORM �— PVC FENCE (PVC) wv W.W. WINDOW WELL 'I'i'rC"hii; _ WATER VALVE —v— STOCKADE FENCE (STK) B/W BAY WINDOW —X— CHAIN LINK FENCE (CLF)O/H OVERHANG C/E CELLAR ENTRANCE —— WIRE FENCE R/O ROOF OVER Icx FIRE HYDRANT D.C. DEPRESSED CURB 0 A/C UNIT ® CROSS CUT G.O.L. GENERALLY ON LINE 0 STAKE O/L ON LINE R.O.W. RIGHT OF WAY MAI ROAD N y S ROUTE 25 (66, WIDE) OF PAVEMENT -- 5'30„E—I 122. EDGE _-- N52°5 r� CONC. CURB I r1' CONC:WALK M M 73.39' STK N N STK n W0.4' FEN CO C�) EX 1 TR PORCH 3 TREX PORCH J� CO CIO OR WFRAME =m 2SBUILDING I ASPHALT z . a LL 600 r DRIVEWAY Lw'" 151' � w 5.0' 6. o� TREX TAX LOT 12.1� .• vl �rl m bPLAT. ko �• I WRF N" m G1E 63.7' . x 18.0' 14.6'.. 13.3' TAX LOT 28.5 7' WIRE FEN. TREX PLAT. GONG. W/GATE CONC. PLAT• f TAX LOT 11 SHD M Q CONC. PLAT. 3.3' cP cP W/R/O r C6 w Ilzr 14i4 .VINYL � �•VINYL :� SHEDSFI I iv %SHED' 6.6' STK VINYL,a SHD ?.3.1' FEN `r SHED SHD 14.4',' 7.1'SHD r STK 5.7`00 7.2' FEN of 7.3 SHD 6.6' r SHD ?49, _ 4' STOCKADE FEN. PVC r 0.5'} 4 ��S57 48 0��TdT 6' STOCKADE FEN. FE STK PIPET ._._.e—�-- --- 0 II WATER TANK 130.00� �.-02' FEN PVC19___------I + PIPE I ASPHALT I I GRAVEL I AREA TAX TAT 28.5 i NOTE: FIELDWORK WAS LAST PERFORMED ON GRAPHIC SCALE 05/14/2025 I30 0 15 30 ❑11 � 4 03 18 2026 REVISED SURVEY RP TR r 3 03 10 2026 REVISED SURVEY RP TR I ( IN FEET ) 2 10 23 2025 REVISED SURVEY RP TR 1 inch = 30 ft. 1 05 15 2025 FINAL SURVEY MH JL REV DATE DESCRIPTION BY CHK SURVEY .OF PROPERTY ��OF NSW Y P 'L.EA'D O SCA LICE * }' land s u ry ey I n,.g 7600 MAIN ROAD, EAST MARION, NEW YORK 11939 ,n l o —957—�2.400 SITUATE• mjslandsurvey.com P:631 n EAST MARION;'-,TOWN-. OF ,SOUTHOLD 050756 ,�� jh 1,ti South Bay Avenue, Islip, NY'* 1 1751- SUFFOLK` COUNTY; NEW YORK SAND `' t- r DR.:MC ,� CREW.: SCALE: 1" = 30' TAX MAP NO. " (� -DATE-SURVEYED:05/14/2024 JOB No.S24-2362 1000-031.00-06.00-011.000 ' (I)UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY MAP DENTING A LICENSED LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209.SUB-DMSION 2,OF NEW YORK STATE EDUCATION LAW.(2)ONLY BOUNDARY SURVEY MAPS WITH THE SURVEYOR'S EMBOSSED SEAL ARE GENUINE TRUE AND CORRECT COPIES OF THE SURVEYOR'S ORIGINAL WORK AND OPINION. (3) FICATIONS ON THIS BOUNDARY SUTNEY MAP SIGNIFY THAT THE MAP WA$PREPARED IN AFCORDANCE WITH THE CURRENT EXISTING CODE OF PRACTICE FOR LARD SURVEYS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS,INC.THE CERTIFICATION IS LIMITED TO PERSONS FOR WHOM THE BOUNDARY SURVEY MAP IS PREPMED,TO THE C TERTINLE COMPANY,TO THE GOVERNMENTAL AGENCY,AND TO THE LENDING IN LISTED 0N THIS BOUNDARY SURVEY MAP.(d)THE CERTIFICATIONS HEREIN ME NOT TRANSFERABLE.(5)THE LOCATION OF UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS ME NOT ALWAYS KNOWN AND OREN MUST BE ESTIMATED.IF ANY UNDERGROUND IMPROVEMENTS OR ENCROACHMENTS EXIST OR ME SHOWYI,ME IMPROVEMENTS OR ENCROACHMENTS ME NOY COVERED,BY THIS SURVEY.(6)THE OFFSET(OR DIMENSIONS)SHOWN HEREON FROM THE STRUCTURES TO THE PROPERTY LINES ARE FORA SPECIFIC PURPOSE AND USE AND THEREFORE ARE NOT INTENDED TO GUIDE THE ERECTION OF FENCES,RETAJNING WALLS.POOLS.PATIOS PLANTING AREAS,ADDITIONS TO BUILDINGS,AND ANY OTHER TYPE OF CONSTRUCTION.(7)PROPERTY CORNER MONUMENTS WERE NOT SET AS PART OF THIS SURVEY.(8)THIS SURVEY WAS PERFORMED WITH A SPECTRA FOCUS 30 ROBOTIC TOTAL STATION. (9)THE EXISTENCE OF RIGHTS OF WAY AND/OR EASEMENTS OF RECORD IF MY,NOT SHOWN ME NOT GUARANTEED. (10)IF THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A TITLE REPORT,THE EXISTENCE OF AN))COVENANTS.RESTRICTIONS,EASEMENTS AND/OR RIGHTS OF WAY OF RECORD,IF MY.MAY NOT BE SHOWN OR ADDRESSED AND ARE NOT GUARANTEED. CGenerated by REScheck-Web Software �J( Compliance Certificate Project Main Rd. Residence Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 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: 7600 Main Road East Marion, New York Compliance: Passes using UA trade-off Compliance: 3.2%Better Than Code Maximum UA: 347 Your UA: 336 Maximum SHGC: 0.40 Your SHGC: 0.27 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 Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling: Flat Ceiling or Scissor Truss 1,423 30.0 0.0 0.035 0.026 50 37 Wall: Wood Frame, 16" D.C. 2,675 18.0 0.0 0.062 0.060 146 141 Door:Solid Door(under 50%glazing) 61 0.290 0.320 18 19 Window:Wood Frame 259 0.290 0.320 75 83 SHGC; 0.27 Floor:All-Wood Joistlrruss 1,423 30.0 0.0 0.033 0.047 47 67 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. D Name-Title Signature �5 �N K. jF �� Date Project Title: Main Rd. Residence (P Report date: 09/27/24 Data filename: 9T o z a :o �Q) Page 1 of 9 F 0F NE�1 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 38.0% 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 ❑Does Not [PR1]1 ;energy code compliance for the ❑Not Observable building envelope.Thermal :envelope represented on i❑Not Applicable f, construction documents. t I 103.1, ;Construction drawings and ;❑Complies 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3]1 lighting and mechanical systems. i ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate J (compliance with the IECC 'Commercial Provisions. 302.1, Heating and cooling equipment is! Heating: ; Heating: ;❑Complies 403.7 !sized per ACCA Manual S based ' Btu/hr ' Btu/hr ;❑Does Not [PR2]2 on loads calculated per ACCA I Cooling: ' Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr '❑Not Applicable approved by the code official. PP Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 A protective covering is installed to ❑Complies ;Requirement will be met. [FO1112 protect exposed exterior insulation ElDoes Not ;and extends a minimum of 6 in. below : grade. ❑Not Observable I ` j❑Not Applicable 403.9 {Snow-and ice-melting system controls;❑Complies [FO12]2 installed. ;❑Does Not ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 3 of 9 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 ;❑Does Not ;table for values. [FRl]1 J ; ,❑Not Observable ; ;❑Not Applicable 402.1.1, :,Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, average). E❑Does Not ;table for values. 402.3.3, 402.5 1 ;❑Not Observable [FR2]1 ;❑Not Applicable :a ; 303.1.3 U-factors of fenestration products ❑Complies :Requirement will be met. [FR4]1 are determined in accordance ❑Does Not 8j ;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 installed per manufacturer's ❑Does Not instructions. ❑Not Observable {❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meeting ❑Does Not J jAAMA/WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC iElNot Observable 1400 that do not exceed code ][:]Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures, '❑Complies ;Requirement will be met. [FR16]2 .sealed at housing/interior finish i❑Does Not and labeled to indicate:52.0 cfm ] leakage at 75 Pa. [:]Not Observable #❑Not Applicable 403.3.1 ;Supply and return ducts in attics {{❑Complies [FR12]1 ;insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ R-6 where < 3 inches.Supply and ❑Not Observable return ducts in other portions of 1❑Not Applicable ;the building insulated >= R-6 for j diameter>= 3 inches and R-4.2 !for< 3 inches in diameter. s I 403.3.2 Ducts,air handlers and filter !❑Complies [FR13]1 boxes are sealed with ❑Does Not ;joints/seams compliant with , I International Mechanical Code or ❑Not Observable I International Residential Code,as ;❑Not Applicable applicable. 403.3.5 ;Building cavities are not used as �❑Complies [FR15]3 ducts or plenums. ❑Does Not 1❑Not Observable f i❑Not Applicable 403.4 HVAC piping conveying fluids R- R- ;❑Complies [FR17]2 :above 105°F or chilled fluids ;❑Does Not below 55 4F are insulated to>_R- ;3 ❑Not Observable ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies [FR24]1 I piping. ❑Does Not ❑Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ❑Complies [FR18]2 >_R-3. ;❑Does Not G- ; UNot Observable ; ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 4 of 9 Section Plans Verified Field Verified . # I 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 installed on all outdoor air l❑Does Not intakes and exhausts. 1❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 5 of 9 Section Plans Verified Field Verified # I Insulation Inspection Value Value Complies? Comments/Assumptions & Req.l® 303.1 ;All installed insulation is labeled El Complies ;Requirement will be met. [IN13]2 :or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.E I ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ Steel ;❑Not Observable 41 ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ;Requirement will be met. 402.2.8 i manufacturer's instructions and ❑Does Not [IN2]1 j in substantial contact with the underside of the subfloor,or floor iE]Not Observable ;framing cavity insulation is in []Not Applicable contact with the top side of ;sheathing, or continuous insulation is installed on the ; underside of floor framing and extends from the bottom to the ' ;top of all perimeter floor framing members. 1 ; 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/z of the ;1❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.E ;wall insulation on the wall 1❑ Mass ;❑ Mass :[--]Not Observable [IN3]1 ;exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable I ; 303.2 ;Wall insulation is installed per PComplies Requirement will be met. [IN4]1 ;manufacturer's instructions. ❑Does Not 1❑Not Observable I )❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 6 of 9 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 I See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, 402.2.E ❑ Steel ❑ Steel ,❑Not Observable r [FI1]1 ;❑Not Applicable ; 303.1.1.1,;Ceiling insulation installed per 110Complies ;Requirement will be met. 303.2 manufacturer's 300 ft instructions. i❑Does Not [FI2]1 Blown insulation insulation marked every ;❑Not Observable J❑Not Applicable ; 402.2.3 ;Vented attics with air permeable j❑Complies :Requirement will be met. [FI22]z !insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door ; R- ; R- ;❑Complies ;Requirement will be met. [FI3]1 :insulation >_R-value of the ;❑Does Not ;adjacent assembly. i ;❑Not Observable ;❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ; ACH 50 = ;❑Complies :Requirement will be met. [FI17]1 :ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ;❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies [FI27]1 :determine air leakage with ; ftz ft2 UDoes Not jeither: Rough-in test:Total ;leakage measured with a ;❑Not Observable pressure differential of 0.1 inch : ❑Not Applicable w.g. across the system including , the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a ; pressure differential of 0.1 inch ; ;w.g, across the entire system ;including the manufacturer's air ; handler enclosure. 1 403.3.4 Duct tightness test result of<=4 cfm/100 ; cfm/100 ; ]Complies [FI4]1 ;cfm/100 ft2 across the system or : ft2 ; ft2 ;❑Does Not :<=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable :tests,verification may need to ;❑Not Applicable :occur during Framing Inspection. 403.3.2.1 ;Air handler leakage designated {❑Complies [FI24]1 by manufacturer at<=2%of ❑Does Not ;design air flow. ❑Not Observable I❑Not Applicable 403.1.1 ;Programmable thermostats j❑Complies [F[9]2 I installed for control of primary f []Does Not j heating and cooling systems and initially set by manufacturer to ([]Not Observable code specifications. I ;❑Not Applicable 403.1.2 Heat pump thermostat installed j❑Complies [FI10]2 'on heat pumps. 3❑Does Not ;❑Not Observable E❑Not Applicable 403.5.1 ;Circulating service hot water ;❑Complies ; [FI11]2 ;systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; j❑Not Applicable 11 High Impact(Tier 1) 1 2 1 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 7 of 9 F ection Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions Req.ID 403.6.1 ;All mechanical ventilation system f #❑Complies [FI25]2 'fans not part of tested and listed >❑Does Not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable i R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies ; [F126]2 :through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water 1 i❑Not Observable temperature based on outdoor j❑Not Applicable temperature. 403.5.1.1 j Heated water circulation systems .❑❑Complies [F128]2 have a circulation pump.The I Does Not system return pipe is a dedicated []Not Observable return pipe or a cold water supply ] , pipe.Gravity and thermos ❑Not Applicable syphon circulation systems are j not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the !occupancy. Controls automatically turn off the pump ;when water is in circulation loop is at set-point temperature and ;no demand for hot water exists. � 403.5.1.2 ;Electric heat trace systems §❑Complies [F129]2 :comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ;❑Not Observable ;heat tracing to maintain the f �j❑Not Applicable ;desired water temperature in the piping. I 403.5.2 Demand recirculation water t ❑Complies [F130]2 systems have controls that # ❑Does Not manage operation of the pump and limit the temperature of the ❑Not Observable I water entering the cold water 1❑Not Applicable piping to <= 100F. ; 403.5.4 :Drain water heat recovery units ❑Complies [FI31]2 ;tested in accordance with CSA (❑Does Not 1355.1. Potable water-side pressure loss of drain water heat °❑Not Observable recovery units< 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- ; ;side pressure loss of drain water heat recovery units< 2 psi for ;individual units connected to ] three or more showers. 404.1 190%or more of permanent 3❑Complies j [F16]1 ,fixtures have high efficacy lamps. ]❑Does Not 1❑Not Observable ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ❑Complies [FI23]3 no continuous pilot light. 10Does Not ;❑Not Observable ❑Not Applicable 401.3 ;Compliance certificate posted. J❑Complies ;Requirement will be met. [FI7]2 ❑Does Not ❑Not Observable s❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 8 of 9 section Plans Verified Field Verified 11 • Final Inspection Provisions Value Value Complies? Comments/Assumptions &Req.ID 303.3 Manufacturer manuals for ❑Complies [FI18]3 :mechanical and water heating ❑Does Not ;systems have been provided. ( ❑Not Observable ; ° ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Main Rd. Residence Report date: 09/27/24 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 18.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling/ Roof 30.00 Ductwork (unconditioned spaces): Glass & Door Rating U-Factor SHGC Window 0.29 0.27 Door 0.29 CoolingHeating & Heating System: Cooling System: Water Heater: Name: Date: Comments Toad COMPLY WITH ALL CODES OF APPROVED AS NOTED NEW YORK STATE&TOWN CODES AS RE UIRED AND CONDITIONS OF DATEd2- B.P.it, 5 14 r SOUmvmzm �, D BY wmvmunwm NOTIFY BUILDING DEPARTMENT AT ILUOM 631-765-1802 BAM TO 4PM FOR THE SOWN FOLLOWING INSPECTIONS. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ROUGH-FRAMING&PLUMBING INSULAnON Must provide Manuals FINAL-CONSTRUCTION MUST A J and$ per BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE NYS Energy Code REOUIREMENTS OF THE CODES OF NEW YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS Blower door ELECTRICAL and ductwork testing requ�(j INSPECTION RE4UIR.ED IRECT REPLACEMENT GENERAL NOTES TAX LOT ze.5 EX.3030DHWINDOW 0.34 _► , W I �IIILLIII��j��'ll��ll GENERAL: __•"��30V��S,b �" I • d�1° S57 4 _ BUILDING CODE NOTE: Snc 0 8'>D'.yy� I j ASPHALT 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING o N 3. e'sHD �o.r sHo- t30 DO_ water iw e DEPARTMENT. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE OA o 7X `70 49'+ 44.9° j avC EX.3030 DH WINDOW 2020 RESIDENTIAL CODE OF NEW YORK STATE _ N °, �• 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE M DIRECT REPLACEMENT AS WELL AS ALL CURRENT NEW YORK STATE CODES 00 °° o O0 00 O� I MECHANICAL CODE NOTE: vo °/a/M EXISTING HEADER ' 3.3• '1Vld 'JN00 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS VVHICH SHALL ARISE THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF i p° EXISTING 13'-3" I` DURING THE COURSE OF CONSTRUCTION THAT DISAGREES NTH THAT INDICATED NY.STATE,CHAPTERS 12 THROUGH 24. TAX Loy, ff KITCHEN ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND -NEW 112"GYPSUM BRD p _ EXISTING CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY PLUMBING CODE NOTE: 'N KITCHEN O 0 I ON WALLS&CEILING °O ARISING THEREFROM. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE / IRECT R LACEMENT w r DIRECT REPLACEMENT 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS.SHALL BE MADE UNLESS 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 r KITCHEN CA ETS,COUN ER, w KITCHEN CABINETS,COUNTER O O FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. �p PLAT. PLUMBING&AP IANCES = � EGRESS PLUMBING&APPLIANCES ELECTRICAL CODE NOTE: y,Ax �y, >z f ' N ,3 l w EX.371/2"x 57" DH WINDOW 10'-112' 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. h WPE 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE g N /� •0�I wi oA� ^Ax LOP.ze 5 ' pOQ` _ N DIRECT REPLACEMENT 2-EX.13/4"x 71/4"LVL HEADER TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETION OF THE OWNER, 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 34 THROUGH 43 wRF �_ ^ O ELu r --------- AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER, i ? y os-' i ` 1 t�i- EXISTING a, '� o EX.4"x 4"POST EX.4"x 4' OST 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIONS,APPROVALS, ENERGY CODE NOTE: a ° 3 (� DINING ROOM 9'- �� 12'-52" Z oW CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. Y .I'sl -� V w IN p� -NEW 1/2"GYPSUM BRD EXISTING z w 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL in I ON WALLS&CEILING LAUNDRY FOR THE ONE PROJECT NOTED HEREIN ONLY EVEN IF THIS PROJECT IS NOT wi sTK ado I 3'-10" BEDROOM =a ( JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN so v o w CONSTRUCTED.THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY O t.o `� INSTALL FIBERGLASS EXISTING WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHNV DESIGN GROUP LLC. COMPLIANCE WITH: -"�R�-°-' ' PAN FOR WASHER& -PROVIDE NEW 1/2"GYPSUM BRD WI o DRYER. R-18 WALL INSULATION DINING ROOM N W 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND 2020 RESIDENTIAL CODE OF NEW YORK STATE �rj I s Cl� I ` w - -PROVIDE NEW 5/S"TYPE"X"GYPSU RD W/ o r n I VENT DRYER TO EXTER R -PROVIDE NEW 112"GYPSUM BRD W1co N M O AS PER M1502 IS RESPONSIBLE FOR DESIGN INTENT ONLY. 0.4 0 _ Q R-30 CEILING INSULATION F U z a, pp v� r iv R-18 WALL INSULATION iv r- R-30 FLOOR INSULATION 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE NOTE g �O :SAFETY GLASS -PROVIDE NEW 5/8"TYPE"X"GYPSUM BRD W/ BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. - - -- ;- -- -- -- -,- ---�s''F� - - w o �' iDRRECT REPLACEMENT -PROVIDE AIR-SEALING& R-3 C INSULATION o w 122.48 ��V52°55 30 E - bM. W L I FIRE-CAULKING AS REQ'D 0 FILINGz 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENERAL REQUIREMENTS OF 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. __ 'EX.2020 DH WINDOW-__ _ R-30 FLOOR INSULATION W ---- ---- ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED'WITHIN THIS 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. --------------------------------------- - - `Lu N 5-4 5 -------- 1N nvd do 3sa3 ean° c;�o w X ------------ - - I I ELEC. -PROVIDE AIR-SEALING& o S Lu THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS 3.FIXTURES TO BE PROPERLY VENTED. o w i : : S D &FIRE-CAULKING AS REQ'D -10 : Le 5'-0" (�C. X.DOOR o TO BE FOLLOWED. NOTE: MAIN ROAD I b N� 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED DIRECT REPLACEMENT I I p - �'-�z� x� CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURING CONSTRUCTION BATHROOM I P o N.Y.S. ROUTE 2b PP. EACH UNIT) ------ W THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. IS G i ECH 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL . z � -D I _ -- 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. (66 WIDE) W o �. B = V EW 2-1 3/4"x 7114"LVL HEADER BE VARIFIED IN THE FIELD BY THE CONTRACTOR, I C. EX., 1045 DH WINDOW 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION R701 AND INSULATION AND RECEIVED DISCREPANCIES SHALL BE c"'� z : °D i NG SHALL BE IN ACCCORDANCE WITH SECTION R316. g l (/ : c.M. �i , DI ECT REPLACEMENT 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND IMMEDIATELY REPORTED TO THE ARCHITECT. PLOT PLAN a_ UNIT #1 i NT ; ATH i DE EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY o I p Inp UNIT #2 FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 1"=20'-0" Lu N I 5-4 I U - 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 UNIFORM CODE - I I SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. AREA ANALYSIS. o u'S EX.DOOR I EX.DO I a MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 23„ C� I I i EXISTING O PLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED : _________ ___ I I LIVING ROOM o ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF EXISTING DWELLING =2,229 S.F. �J�' L-- ------- ------ _J z BUILDINGS. - - 13'-8" i iD -PROVIDE NEW 1/2"GYPSUM BRD W/ ~ 10 CARPENTRY: EXISTING FIRE DAMAGED ATTACHED GARAGE -985 S.F. `� '� M ; in R-18 WALL INSULATION 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWIISE NOTED (U.O.N.) EXISTING DETACHED GARAGE =340 S.F. �J N -PROVIDE NEW 5/8"TYPE"X"GYPSUM BRD W/ 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) I w 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO BE A.C.Q.WOOD WAL BETWEEN R-30 FLOOR INSULATION 0 DWE LING UNITS -PROVIDE AIR-SEALING& _ 2-2"x 6" U.O.N. w a i &FIRE-CAULKING AS REQ'D w 4. ALL JOISTS HANGERS TO BE"TECO"OR EQUAL, FULL SIZE. SCOPE OF WORK w z EXISTING _ cn ; 17,-9„ o � z 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) = LIVING ROOM ~ 1�_ I o W cn 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) w -NEW 1/2"GYPSUM BRD 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 'I, RE - PLACE WINDOWS IN KIND IN PLACE. w N ON WALLS&CEILING S.D. of DET. I 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ o w i EX.21045 DH WINDOW EX.21045 DH WINDOW SEAL MODELS NUMBERS ON PLANS. 5'-8 DIRECT REPLACEMENT DIRECT REPLACEMENT 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLLE SPACE FOR EMERGENCY 2. RE- SIDE AND RE ROOF DWELLING. o i REPAIRED EXISTING \��c.NDK TFy ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUIILDING CODE SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE ; COVERED PORCH TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH . - .3 UPGRADE EXISTING KITCHEN CABINElrS & COUNTER TOPS I OF 20"(OPERATION NO NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. w I EXISTING HEADER EXISTING HEADER 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. 4. UP-GRADE BATHROOM FIXTURES I POST POST Lo ALL GLAZING SHALL COMPLY WITH SECTION R308. EX.21045 DH WINDOW EX.21045 DH WINDOW I > i Q-_ 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 DIRECT REPLACEMENT DIRECT REPLACEMENT 5. MINOR INTERIOR ALTERATIONS. REPAIRED EXISTING OF 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WAIRM-IN-WINTER SIDE OF THE F NEB INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINGS COMPRISING COVERED PORCH ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 6. UP-GRADE EXISTING ELECTRICAL. EXISTING HEADER EXISTING HEADER X 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: 7. UP-GRADE INSULATION & GYPSUM BOARD POST POST 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 0o p 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIIFICATE UPON COMPLETION GEOGRAPHIC TABLE DESIGN R E Q U I RM E N TS EXISTING FIRST FLOOR PLAN - M Y li U OF WORK. CDD = 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY W/CHAPTERS 34-43 2020 NYS UNIFORM CODE 1/4"=1'-0" U AND LOCAL BUILDING DEPARTMENT. THE TOWN OF(SLIP IS WITHIN A HURRICANE PRONE REGION ,CLIMATE ZONE 4A DIRECT REPLACEMENT. co 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. BATHROOM ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HARD WIRED. EGRESS TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. - ---�E��----------- 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF EX. CT R x LA M WINDOW PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. DIRECT REPLACEMENT I DIRECT WINDOW LACEMENT i 4'-2"PLATE HT. FOUNDATIONS, CONCRETE AND MASONARY: GROUND WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN Y WINTER ICE SHIELD FLOOD FREEZING ANNUAL 9'-8" i i 0 Y SNOW LOAD SPEED e TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD TEMP : 9'-91, : 2r- " 15'-1" } 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. RAPHIC WIND BORDEBRISRNE CATEGORY °WEATHERING, FROST LINE TERMITE TEMP REQUIRED INDIEX EXISTING i EXISTING _ i I 'S O>- MPH EFFECTS REGION DEPTH BEDROOM oz 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(1)TON/SQ.FOOT. 1 MILE B 3 FEET MODERATE 15° YES NO 59)9 51° -PROVIDE NEW 1/2"GYPSUM D Wl BATH in �iI 0 EXISTING u �� - 4 a LU Z Q Z Z 20 PSF 130vult NO NO FROM THE COAST SEVERE MEC o I- O 3. FOOTINGS TO REST A MIN T-O"BELOW GRADE. U.O.N.STEP FOOTINGS @ 1:2 RATIO &FIRE ISLAND BOF TO HEAVY :; R-18 WALL INSULATION ; ; I Qo BEDROOM o O w (1'RISE MAX) J R-30 CEILING INSULATION { S.D. I Oo `,j.J I t -�` z¢U o Z W _j w ti ELEC. VENT 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON R-30 FLOOR INSULATION C.M. i ��� -PROVIDE NEW 1/2"GYPSUM BRD W/ _ = oo W Lu ;` z Q Q Q O PLANS. (U.O.N.) w -PROVIDE AIR-SEALING& --- --------------------- -: _____ R_18 WALL INSULATION _________ ____X z o w X z 0 MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS Z &FI AULKINGASREQ'Dsoc. R-30 CEILING INSULATION N �ww N g o } 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF OOp aN UNIT #1 ( G.M.T j R-30 FLOOR INSULATION N z w z M W � m FRAMING OR PROPER BRACING IS IN PLACE. -� ti s o�' I -PROVIDE AIR-SEALING& co m o 3 (n 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ON PLANS. ALTITUDE INDOOR DESIGN - `� E .DOOR 0 C.M.E I &FIRE-CAULKING AS REQ'D , o a z Z ELEVATION LAT WINTER SUMMER CORRECTION DESIGN TEMPERATURE HEATING TEMPERATURE o '-8'� i 0 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W/1/2"SPACE @ -�+ --------- EX. OOR I'_I N SIDES AND ENDS. U.O.N. 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH @ 28 DAYS OF 108 FT 410 N 15°F 86°F 1.00 70°F 75°F 55`°F o m 7'-2"PLATE HT. I (� Z 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 13'-8" o 0 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURED STEPS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY �c. x 4'-2"PLATE HT. () z o 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH DIFFERENCE HEATING COOLING WT. Z J co � MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH(REQUIRED INSULATION. a N 11°F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR ail 50%RH w _ (,) a- 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. w z EXISTING Z 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"O.C.VERTICALLY AND BEDROOM W O EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE b _ W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. �" -PROVIDE NEW 1/2"GYPSUM BRD W/ z U5 0 IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 11 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION R-18 WALL INSULATION ____________ __ 0 W Z w R-30 CEILING INSULATION FROM FOOTING FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED I ¢0 d CODE LIMITS. MEAN R-30 FLOOR INSULATION I Q Q U WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR -PROVIDE AIR-SEALING& F� EXISTING i I_- Q W cn 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. GROUND DESIGN DESIGN UNDERLAYMENT FLOOD FREEZING ANNUAL &FIRE-CAULKING AS REQ'D �OQ CLO i -I 0 0 SNOW LOAD SPEED d TOPOG SPECIAL BORNE-BORNE ° FROST LINE HAZARD TEMP m PLUMBING, MECHANICAL, FUEL GAS,A/C: RAPHIC WIND DEBRIS CATEGORY WEATHERING, TERMITE TEMP REQUIRED INDEX 12'-4" 7'-0" i Q w Z N MPH EFFECTS k REGION DEPTHLIJ 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OF NEW YORK STATE2020 LM.0 1 MILE --- --� ' z Z w (O AND 2020 LF.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. 20 PSF 130vult NO NO FROM THE COAST B SEVERE 3 FEET MODERATE SEE YES NO 599 51 w R COMPLY WITH S.C.D.H.S. REQUIREMENTS. &FIRE ISLAND BOF TO HEAVY BELOW ° v Q F' oI 2. SITE SANITARY SYSTEMS ARE TO 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL WINTER DESIGN TEMP: EX.DIRECT REPLACEMENT DH WINDOW EX.PLACEMENT DIRECT REPLACEMENT WINDOW CEMENT DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE(CHAPTER 12-23), _INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 680 F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGNI HEATING DAY AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEW YORK STATE 4. ALL WASTE AND VENTS(HUB) NDSPIGOTOR SHALL BE BELOW AND HRLE 40 THICKNESS -SYSTEM DESIGN SHALL BE(OUGH CONCRETE. -DEGREE DAYS NY LAGUARD A BASED 11 W WINTER DESIGN EMP115 F DRY BULB 89NF,WET BULB 75° 2020 IPC APPENDIX D EXISTING SECOND FLOOR PLAN J SV CAST IRON BELL(HUB) ( ) ( ) 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 1/4"=1'-0" THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF SEALANT MAIINTAINEQUALVENTSPACE ' VENTED AIRSPACE _ CONTINUOUS BEAD FOR LENGTH OF RIGID INSULATION CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. OF SEALANT SEC.C501.1: SCOPE -ALTERATION COMPLIES WITH PROVISIONS OFSECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS Arnc INsuLAnoN - - C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT -MINIMUM 75%OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS -MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.35 (VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSULATIOINSTALL 1"RIGID - ---- ---- - AS AIR BARRIER WINDOW PERIMETER CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.55 (SKYLIGHTS) BURNING PILOT LIGHTS - CONNECTNSULATI GSHFLLY CONTINUOUS BEAD TO BE USED. SGHC U-FACTOR 0.25 NO FUEL GAS LIGHTING EQUIPMENT. CONINECTINSULATINGSHEATING C SEALANT SEC. R403.1: HVAC CONTROLS - COIV�PLIES TO RIGID INSULATION BAFFLE CONTINUOUS BEAD OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAIM SEAL BOTH JOINTS ; SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL SEC C502.2.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNITAS SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT WINDOW PERIMETER AIR BARRIER SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM EXPANDING FOAM AT SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. 1 1/z"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.5.1. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL WINDOW UNITAS CONTINUOUS OF SEALANT AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OF ADHESIVE BEAD SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT OF SEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM FCOOF UOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL LANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIIES. FEDERAL LAW FOR THIS LOCATION. UOUS BEAD SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. ESIVE SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S UOUS BEAD IN SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT LANT e OF-CONTINUOUS BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. /ice///� -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION ,,,,, AIRBARTIONWALLAS � // // AIR BARRIER \� \�~ UOUS BEAD CONCRETE SLAB AS j\�j\��° AIR BARRIER LANT ° COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA ' VENTED AIRSPACE ATTIC INSULATION A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or ��' '� �� � � A the building envelope. a sealing material. Narrow cavities narrow cavities shall be filled by insulation INSTALL 1"RIGID ROUGH CUT The exterior thenmal envelope contains a that on installation readily conforms to the r-- - ---- ---- - General requirements AROUND VENTILATION CHUTE continuous air barrier. available cavity space. -AIR SEAL PERIMETER WITH Breaks or joints fin the air barrier shall be EXPANDING FOAM SEALANT sealed. Air sealing shall be provided between the �' The air barrier in any dropped ceiling/soffit The insulation in any dropped ceiling/soffitGarage separation garage and conditioned spaces. AIR SEALING DETAIL shall be aligned;with the insulation and any shall be aligned with the air barrier. CONTINUOUS BEAD OF SEALANT gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building Ceiling/attic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be airtight and IC N.T.S. Access openings;,drop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shay be cut neatly to fit EXTERIOR INSULATED WALL The junction of tthe foundation and sill plate Cavities within comers and headers of frame around wring and plumbing in exterior walls, Plumbing and wiring or insulation that onsta shall be sealed. walls shall be insulated by completely filling shall readily conforms to available The junction of tthe top plate and the top of the cavity with a material having a thermal space shall extend EXTERIOR INSULATED WALL Walls exterior walls shall be sealed. resistance of R-3 per inch minimum. behind piping and wiring. Knee walls shall be sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs RIGID INSULATION SHEATHING walls shall be installed in substantial contact Showerftub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL "R-VALUEffHICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1" RIGID INSULATION AS ATTIC EAVE N.T.S The space between window/door jambs and The air barrier shall be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER Z Windows.skylights and doors framing,and skylights and framing shall be Electrical/phone box on exterior walls electrical or communication boxes or O sealed. air-sealed boxes shall be installed. Rim joists shall irnclude the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building w Rim joists HVAC register boots thermal envelope shall be sealed to the subfloor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge off insulation. installed to maintain permanent contact with When required to be sealed,concealed fire the underside of subfloor decking,or floor RE A R sprinklers shall only be sealed in a manner ATTIC INSULATION '�� Ci5' Floors(including above garage and framing cavity insulation shall be permitted that is recommended by the manufacturer. �`� �� N•K• T Fy �T to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not canfilevered floors) sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and walls or ceilings. WOOD TRUSS FRAMING o from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF ATTIC ACCESS TO + f"OF INSULATION LEVEL ------- Exposed earth in an unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue I qT 0 Crawl space walls shall be coveredl with a Class I vapor retarder insulation shall be permanently attached to Shafts,penetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION with overlappingl joints taped. the crawlspace walls. space shall be sealed. F 0 F N E� b� ACCESS PANEL DRAW ACCESS PANEL SNUG TABLE R402.1.2 a ,. WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT - TRIM ASREQUIRDED '" �a., `�: .� y- FINISHED CEILING a J GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACEc r .. CLIMATE FENESTRATION SKYLIGHT b CEILING, WALL MASS WALL FLOOR WALL R-VALUE WALL `- r oo p ZONE U-FACTOR b FACTOR FENESTRATION R-VALUEE R-VALUE R-VALUE I DETAIL SHGC b,e R-VALUE R-VALUE &DEPTH R-VALUE DETAIL M w ti Y h AIR SEALING AT ATTIC HATCH H FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S w Y_ 4 0.32 0.55 0.40 49 20 OR 13+5 8/13 t 9 tQ/t3 10.2 FT tO/f 3 - . . RIGID INSULATION SHEATING T h Cl) 5 0.30 0.55 NR 49 20 OR 13+5 13117 30 15119 10.2 FT 15/19 I I to 20+5 6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 30g 15119 10.4 FT 15/19 I I 13+10 I I 3 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 309 15119 10.4 FT 15/19 Y NR = Not Required. O Y O} For SI: 1 foot = 304.8 mm. PREFAB ATTIC INSULATION W FIREPLACE UNIT A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MWAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE s . SITE BUILT ATTIC ENCLOSURE MECHANICALLY SECURED Of Z _J Z Ld LABEL OR DESIGN THICKNESS OF THE INSULATION, THE IMISTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE -{ SPECIFIED IN THE TABLE. ' RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" Q Q Q O B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. C. *10/13' MEANS R-10 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF INSULATED EXTERIOR � N THE BASEMENT WALL. '15/19" MEANS R-15 CONTINUOUS; INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY _ STUD WALL o CL INSULATION AT THE INTERIOR OF THE BASEMENT WALL. ALTERNATIVELY, COMPLIANCE WITH -15/19" SHALL BE R-13 CAVITY INSULATION ON INSTALL INTERIOR w m THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. SHEATING PRIOR TO (A D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION INTALLATION OF PREFAB Z R-VALUE FOR SLABS. AS INDICATED IN THE TABLE THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND FIREPLACE UNIT MECHANICAL LATCH TO 0 ATTIC FLOOR FRAMING PRESSURE SEAL AT BELOW THE SLAB. WEATHERSTRIPPING E. RESERVED. F. RESERVED. AIR SEALED WALL z G. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. ° Z H. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VAAWE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+5" MEANS R-13 0 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. I. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION RA02.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION N.T.S. COMPRESSIBLE WEATHERSTRIPPING () Z O IS ON THE INTERIOR OF THE MASS WALL CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE 0 J m MANUFACTURED RECESSED LIGHT ENCLOSURE O z W _J O 'IT TABLE R402.1.4 a ATTIC INSULATION ° MANUFACTURED PULL cn z DOWN STAIR `"-WOOD FRAME FLOOR ASSEMBLY W 0 EQUIVALENT U-FACTOR ATTIC TRUSS 0 X W 0 CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL MASS WALL FLOOR BASEMENT CRAWLSPACE Z ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR; U-FACTORb U-FACTOR U-FACTOR U WALL WALL FACTOR 0 W Z w 1I 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - d Q (D U) 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 _ _ _ _ - a -_ - DETAIL J o W „ - - AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S m 0 F- Its 6 0.30 0.55 0.026 0.045 0.060 0.033 0.050 0.055 - - A. NONFENESTRATION U-FACTORS SHALL BE OBTAINED FROMI MEASUREMENT, CALCULATION OR AN APPROVED EXPALL CEIINGLING SEALANT AT PEIMETER n. 0 = W z v = CV SOURCE. DRYWALL CEILING B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R4102.2.5. WHERE MORE THAN HALF THE INSULATION RECESSED LIGHTING FIXTURE W Of Q W � N IS ON THE INTERIOR, THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CUMATE ZONE 4 EXCEPT a U Q ~ of 07 MARINE, 0.065 IN CLIMATE ZONE 5 AND MARINE 4, AND 0.057 IN CLIMATE ZONE 6. CONTINUOUS BEAD OF SEALANT C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301A AND TABLE R301.1, THE BASEMENT WALL DWG NO U-FACTOR SHALL NOT EXCEED 0.360. DETAIL DETAIL 1 2 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 2 t EPLACEMENT GENERAL NOTES EX.DIRECT DH TAX LOT 28.5 EX.3030 DH WINDOW � z 0.34 PEN-► ladN301S,b 9' 'N-U 1 GENERAL: Sad °1S 9 BUILDING CODE NOTE: s7X Sin jlj!]w_ND d"'° S57°48'>O��yy 1--- ASPHALT 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING i6•e' "'-+`---=----nf30 --- �'b 11'-10" THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE o� s • SND sTK+ D� +sN�-_00_-WATER rqN� DEPARTMENT. °� ° '' �,7'2° 14.91 y 3• 4'9'� ;STK + oA c EX.3030 DH WINDOW 2020 RESIDENTIAL CODE OF NEW YORK STATE 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL CODE.OF NEW YORK STATE cl m n N °' .r SM Q`EN8. APE a> DIRECT REPLACEMENT AS WELL AS ALL CURRENT NEW YORK STATE CODES ° �°' °O 0 -- - -- - - 13-3' +p0 CO MD 0�a lM ' ' 44 EXISTING HEADER O� MECHANICAL CODE NOTE: Q 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS WHIICH SHALL ARISE ^ 3'3' lbld JNO� THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF 46 -.r O° 10 DURING THE COURSE OF CONSTRUCTION THAT DISAGREES WITfH THAT INDICATED NY.STATE,CHAPTERS 12 THROUGH 24. TAX L MAINTAIN EX.SIZED 01 KITC H E N ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP WORK AND NOTIFY LOT REHABILITATION dj EXISTING THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOW THIS PROCEDURE AND _ CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBILITY AND LIABILITY PLUMBING CODE NOTE: FILED TINDER NEW 1/2"GYPSUM BRD �" KITCHEN O SEPARATE APPLICATION - ON WALLS&CEILING ARISING THEREFROM. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE / DIRECT REPLACEMENT o w DIRECT REPLACEMENT O 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SIHALL BE MADE UNLESS 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 25 THROUGH 33 r KITCHEN CABINETS,COUN ER, Z w KITCHEN CABINETS,COUNTER FIRST APPROVED BY THE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. TAX 63'7' CONC.iPLUMBING&APPLIANCES = g EGRESS PLUMBING&APPLIANCES 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ELECTRICAL CODE NOTE: LOT >2 ti 1tl1d o w 10'-112" EX.37112 x 57 DH WINDOW 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SCALED AND ARE SUBJECT THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE E � A et W/CATE ^.dX LOT 2e S OOQ- - N w DIRECT REPLACEMENT 2-EX.1 3/4"x 7114"LVL HEADER TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRETIION OF THE OWNER, 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 34 THROUGH 43 ('� --"-'-"---"--- AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR EINGINEER. ; _ H o e '� ; ' 1 0-, EXISTING a, o IFEX-474 POST EX.4"x 4" OST 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPECTIIONS,APPROVALS, ENERGY CODE NOTE: ° DINING ROOM 9'-92" 12'-52" z CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION AND U.L.APPROVAL. s Y ►S� f a �. w } ui iN 7 -NEW 1/2"GYPSUM BRD EXISTING z w 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP'LLC.AND IS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL 1 MAINTAIN EX. *' 'r•• 1lYN&yAVAM'a° ON WALLS&CEILING 3'-10" LAUNDRY =g FOR THE ONE PROJECT NOTED HEREIN ONLY(EVEN IF THIS PROJECT IS NOT JUDGEMENT,THESE PLANS AND/OR SPECIFICATIONS ARE IN w Ptiri~ 20 __R/0____! / BEDROOM o UJ CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPRODUCED OR USED IN ANY WAY O T.D' COVERED PORCHES �� W/Rro -- w / INSTALL FIBERGLASS " EXISTING a WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHN DESIGN GROUP LLC. COMPLIANCE WITH: I FILED UNDER ' j r r r r---,a W J b DRYER.PAN R WASHER& R-8 WALL IPROVIDE NSULATION DINING BRD W! DINING ROOM N w 2020 RESIDENTIAL CODE OF NEW YORK STATE CO SEPARATE APPLICATION - w 1 z „ " x 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND M Snc 0 w VENT DRYER TO EXTER R - -PROVIDE NEW 518 TYPE X'GYPSU RD W/ - ° o °O -PROVIDE NEW 1/2"GYPSUM BRD W/ w .. N w o - OQ` AS PER M1502 iv R-30 CEILING INSULATION N IS RESPONSIBLE FOR DESIGN INTENT ONLY. aj - o z a, p o� 1 R-18 WALL INSULATION CO 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DEFECTIVE SHALL BE R-30 FLOOR INSULATION z NOTE �p �' SAFETY GLASS -PROVIDE NEW 5!8"TYPE"X"GYPSUM BRD W/ o Z Z - - - -- -- -- -- -- --- ����- - - w = �' 3 DIRECT REPLACEMENT -PROVIDE AIR-SEALING& o w BE REMEDIED AT ONCE REGARDLESS OF ANY PREVIOUS INSPECTIONS. - ° � o R-30 CEILING INSULATION o 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GENER2AL REQUIREMENTS OF 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. 122.98 --iV52 55 30 E d,x- •;;• &FIRE-CAULKING AS REQ'D z W O ,EX.2020 DH WINDOW R-30 FLOOR INSULATION - -- ---------------------------------------------- �, - ------- 5'-4 ALL STANDARD AND SPECIALTY SYSTEMS/MATERIALS USED WIITHIN THIS 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. - iNJVVJAvd 30 3903 _ ---------`-- ean0 0N00 � -- � 1 ELEc. -PROVIDE AIR-SEALING& = 0 THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS 3.FIXTURES TO BE PROPERLY VENTED. w 4'-10" ' 5'-0" I C.M. 4068 SLIDER &FIRE-CAULKING AS REQ'D Z TO BE FOLLOWED. NOTE: MAIN ROAD ' b ODE - N U 0 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED DIRECT REPLACEMENT , i o(, 0 7'_72 w CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE DURZING CONSTRUCTION BATHROOM i "" i THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. N.Y.S. ROUTE 2S (TYP. EACH UNIT) 1 XISTING i ECH w -cv J 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER;. (6 6' WIDE) w o � AT � i V � NEW 2-1 3/4"x 71/4"LVL HEADER � BE VARIFIED IN THE FIELD BY THE CONTRACTOR, � a i , 1 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH;SECTION R701 AND INSULATION AND RECEIVED DISCREPANCIES SHALL BE Lu z i XISTING S D EX.21045 DH WINDOW m 1 i 1 c nw DIRECT REPLACEMENT SHALL BE IN ACCCORDANCE WITH SECTION R316. ;, g (n IMMEDIATELY REPORTED TO THE ARCHITECT. a = # 1 ECH ' ATH 1 DET. 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND PLOT PLAN W 1 NT. i UNIT #2 _ Q EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK = u N i 5'-4" 16.THIS PROJECT COMPLIES W/THE NEW YORK STATE 2020 UNIFORM CODE 1 20-0 � i , g - W SHALL BE INCLUDED AS IF THEY WERE INDICATED ON PLANS. o '6 1 2068 i EX.DO 1 a 0.. PLUMBING SYSTEM COMMECHANICAL SYSTEM PLIES CHAPTER 24 THROUGH CHAPLIES CHAPTER 12 THROUGH PTER 33, 3.NO WORK SHALL COMMENCE UNTIL PLANS ARE APPROVED AREA ANALYSIS: 1 _______________, i EXISTING u_ O < ----- ' LIVING ROOM z Q ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF EXISTING DWELLING =2,229 S.F. ----------- --- ------- - � CARPENTRY: BUILDINGS. EXISTING FIRE DAMAGED ATTACHED GARAGE =985 S.F. �N 13'-8" 1 CD -PROVIDE NEW 1/2"GYPSUM BRD W/ X w EXISTING DETACHED GARAGE =340 S.F. M , R-18 WALL INSULATION w �_ 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERWISE NOTED (U.O.N.) F� -PROVIDE NEW 5/8"TYPE"X"GYPSUM BRD W/ > 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) N ' - o Lu W WAL BETWEEN R-30 FLOOR INSULATION z w 3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL TO IBE A.C.Q.WOOD i DWELLING UNITS -PROVIDE AIR-SEALING& i 0 LIB 2-2"x 6" U.O.N. a i &FIRE-CAULKING AS REQ'D w CV 4. ALL JOISTS HANGERS TO BE'TECO"OR EQUAL, FULL SIZE. SCOPE OF WORK o EXISTING � ' „ o a z QO 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (U.O.N.) g LIVING ROOM ~� i 17-g o x or (V w o M ~ 1 o Lu M 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,AND BATH TUBS.(U.O.N.) a ,,, -NEW 112"GYPSUM BRD X ' - w a r rr rr-r rr rrrrrrr-r rrrrrrr-rrrrrrrrrr r-rrr r r' r 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM OF 4"BEARING. 'I. RE - PLACE WINDOWS IN KIND IN PLACE. W N ON WALLS&CEILING ELEC.. m. 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY!STATEMENT W/ o DET. ; I EX.21045 DH WINDOW EX.21045 DH WINDOW MODELS NUMBERS ON PLANS. 5'-8" ' DIRECT REPLACEMENT DIRECT REPLACEMENT SEAL 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITABLE SPACE FOR EMERGENCY 2. RE- SIDE AND RE ROOF DWELLING. D ARC ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUILDIING CODE SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ.FEET @ GRADE LEVEL WHEN GRADE o i COVERED PORCH K. TO SILL IS LESS THAN 44"OR LESS)W/MINIMUM NET HEIGHT 24'"'AND MINIMUM NET WIDTH 3. UP-GRADE EXISTING KITCHEN CABINIETS & COUNTER TOPS. OF20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. r-- -- --r------------------------- -----. ----� i --- ---------- --------------� j 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. 4. UP-GRADE BATHROOM FIXTURES i Lp ALL GLAZING SHALL COMPLY WITH SECTION R308. EX.21045 DH WINDOW EX.21045 DH WINDOW , J 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 DIRECT REPLACEMENT DIRECT REPLACEMENT 1 q c; o :c O 5. MINOR INTERIOR ALTERATIONS. ; rF OF N E'N y 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARNA-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEILINIGS COMPRISING COVERED PORCH ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 6. UP-GRADE EXISTING ELECTRICAL. ' 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. ELECTRICAL: 7. UP-GRADE INSULATION & GYPSUM BOARD ' �----------------------------------------------------------------------- ----------------------------� 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SIHALL CONFORM TO THE ------- 2020 RESIDENTIAL CODE OF NEWYORK STATE COVERED PORCH FILED GEOGRAPHIC TABLE DESIGN RE UIRMENTS UNDER SEPARATE APPLICATION °° 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON COMPLETION Q � w EXISTING FIRST FLOOR PLAN 00 OF WORK. 00 _ 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY Wl CHAPTERS 34-43 2020 NYS UNIFORM CODE U 114"=1'-0" AND LOCAL BUILDING DEPARTMENT. THE TOWN OF(SLIP IS WITHIN A HURRICANE PRONE REGION ,CLIMATE ZONE 4A DIRECT REPLACEMENT � 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. EGRESS BATHROOM CWDIRECTLA�QEMENT ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND HAIRD WIRED. EX.371/2"x 57" DH WINDOW TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDANCE WITH SECTION M1502. DIRECT REPLACEMENT _____ _ 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF _ O i EX. WINDOW PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SAFETY FILM 1 SAFETY GLASS 1 4'-2"PLATE HT. �" WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN FLOOD FOUNDATIONS, CONCRETE AND MASONARY: GROUND FREEZING ANNUAL 9'-8" o Y d TOPOG SPECIAL DESIGN DESIGN UNDERLAYMENT HAZARD 1 ,. 1 .. 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. SNOW LOAD SPEED RAPHIC WIND BORDEBRIORNE CATEGORY °WEATHERING, FROST LINE TERMITE TEMP REQUIRED [INDEX TEMP EXISTING ® 9-9 21- 15-1 >- MPH EFFECTS k REGION i o I w 7 w O BEDROOM 1 EXISTING DEPTH �,- w 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF(11)TON/SQ.FOOT. 1 MILE 3 FEET MODERATE 1 BATH ►0 �' EXISTING J o Q Z w B 150 YES NO 599 51" - -PROVIDE NEW 1/2 GYPSUM BRD W! i ¢ z 20 PSF 130vu[t NO NO FROM THE COAST SEVERE �N MEC --- 1 < h _, 0 z z 3. FOOTINGS TO REST A MIN T-0"BELOW GRADE. U.O.N.STEP Ff00TINGS @ 1:2 RATIO &FIRE ISLAND BOF TO HEAVY �; R-18 WALL INSULATION 1 , 1 1 6� BEDROOM o 0 (1 RISE MAX) R-30 CEILING INSULATION S.D. 1 cod 1 1 a ¢ o Z -� ti ELEC.) 1,� Z Z 2 J Ll.l 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCEMENT SHOWN ON R-30 FLOOR INSULATION PET. `L� -PROVIDE NEW 1l2"GYPSUM BRD W/ _ = o w w Z Q 0 O w PROVIDE AIR-SEALING& �_-___ R-18 WALL INSULATION __--_---_v ____ PLANS. (U.O.N.) w ELEC. I R-30 CEILING INSULATION X w = M Q o MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS z -&FI AULKINGASREQD S.D. N �w w� _j o N } 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS UNTIL FIRST TIER OF '� �� UNIT #1 O DEM.T. R-30 FLOOR INSULATION N z a o 0- co w N Q o ;N s D. * 1 -PROVIDE AIR-SEALING& D m z `-' - m FRAMING OR PROPER BRACING IS IN PLACE. �, ti c� , o o w (n 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ONI PLANS. ALTITUDE INDOOR DESIGN EX.DOOR V. �DET i &FIRE-CAULKING AS REQ'D �o Q aa.co z ELEVATION LAT WINTER SUMMER CORRECTION DESIGN TEMPERATURE HEATING TEMPERATURE o �'8�� i O 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLED SOLID WITH CONCRETE. HEATING COOLING FACTOR TEMP COOLING DIFFERENCE ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMMED W!1/2"SPACE @ SIDES AND ENDS. U.O.N. 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENIGTH @ 28 DAYS OF 108 FT 410 N 15"F 86"F 1.00 70"F 75"F 155°F o "' 7'-2"PLATE HT. 1 z CK 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINED. 13'-8 0 � O 3,500 P.S.I.GARAGE SLAB/ EXPOSED SLAB ON GRADE/POURIED STEPS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY 0 ELE.c. 4'-2"PLATE HT. U o ~o 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH DIFFERENCE HEATING COOLING a 0 MT. x z J p t MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH REQUIRED INSULATION. 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN PLANS. 11"F 15 MPH 7.5 MPH 72°F MEDIUM(M) 40% 32 GR.@ 50%RH w _ U) (,) _ � cV 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY 32"'O.C.VERTICALLY AND Y EXISTING - BEDROOM x w o EVERY 18"O.C.HORIZONTALLY W/FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE o W 0 p W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. cq IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA PROVIDE LINSUL"GYPSUM BRD W/ z c5 Z R-18 WALL INSULATION ------------ -- O W 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION R-30 CEILING INSULATION Z w �I FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED 0 R-30 FLOOR INSULATION i < 0 CODE LIMITS. MEAN WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD FLOOD AIR -PROVIDEAIR�EALING& Fa- EXISTING _ � ;%.ijiy;,�� .>:,-•;:: NEW CONSTRUC ION Q 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. GROUND FREEZING ANNUAL &FIRE-CAULKING AS REQ'D �O `�' 1 ______ -j O W DESIGN DESIGN UNDERLAYMENT HAZARD TEMP o CLO ' 0 PLUMBING, MECHANICAL, FUEL GAS,.A/C: SNOW LOAD SPEED d RoP IC SWNo L BORDEBRIORNE CATEGORY -WEATHERING,, FROST LINE TEMP INNDEX 1 TO BE REMOVED m z W(MPH) EFFECTS k REGION DEPTH TERMITE REQUIRED 12'-4" 7'-0' i 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE OIF NEW YORK STATE2020 I.M.0 --- w Q z Z uil Z CV 1 MILE 3 FEET MODERATE SEE --� EXIST'G STRUCTURE a W W Q W c��I AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. 20 PSF 130VUIt NO NO FROM THE COAST B SEVERE YES NO 599 51 cr 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S.REQUIREMENTS. &FIRE ISLAND BOF TO HEAVY BELOW a v Q I"- o 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLY WITH THE RESIDENTIAL WINTER DESIGN TEMP: EX.34"x 53"DH WINDOW EX.34"x 53"DH WINDOW EMENT EMENT LEGEND DWG NO SECTIONS FOR PLUMBING CODE(CHAPTER 2 MECHANICAL CODE(CHAPTER 1 -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 680 F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY -PROVIDE 3M -PROVIDE SAFETY FILM SAFETY FILM M AND FUEL GAS CODE(CHAPTER 24)OF THE 2020020 RESIDENTIAL CODE OF NEW YORK STATE STAILM 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 410 THICKNESS -SYSTEM DESIGN SHALL BE BASED ON MAX 72"F HEATING, MINIMUM 75"F COOLING 1 SV CAST IRON BELL(HUB)AND SPIGOT BELOWAND THROUtGH CONCRETE. -DEGREE DAYS(NY LAGUARDIA)4811 ,WINTER DESIGN TEMP15"F,DRY BULB 89°F,WET BULB 75°(2020 IPC APPENDIX D) EXISTING SECOND FLOOR P L N 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016,WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. -USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 1/4"=1'-0" 2_ THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION CUT TO FIT BETWEEN THE RAFTERS. FOAM SEAL BOTH SIDES ALONG �' CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. ' OF SEALANT MAINTAIN EQUAL VENT SPACE /' VENTED AIRSPACE CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION OOOFSEALAOTS BEAD SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OFSECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ' ATTIC INSULATION - C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT-MINIMUM 75% OF LIGHTING TO BE HIGH CONTINUOUS MINIMAL SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. ' CEILING GYPSUM BOARD VVIND W P FOAM AT SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR, 0.35 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1"RIGID - ---- ---- - AS AIR BARRIER WINDOW PERIMETER CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.55 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECTINSULATION SULVERTICALLYINSHE CONTINUOUS BEAD CONNECT INSULATING SHEATING �' OF SEALANT TO BE USED. SGHC U-FACTOR 0.25 NO FUEL GAS LIGHTING EQUIPMENT. CONTINUOUS BEAD FOAM SEC. R403.1: HVAC CONTROLS - COMPLIES RIGID INSULATION BAFFLE I' OF SEALANT SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL SEC C502.2.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT WINDOW UNIT AS SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE_ SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING '' WINDOW PERIMETER AIR BARRIER CONTINUOUS BEAD OF SEALANT SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. CONTINUOUS MINIMAL EXPANDING FOAM AT 11/2"RIGID INSULATION WINDOW PERIMETER C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD WINDOW UNIT AS OF SEALANT SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.5.1. MAINTENANCE SYSTEMS - EXTERIOR INSULATED WALL BEAD AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS AIR BARRIER OFF ADHESIVE SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD SEC.C503.1: GENERAL- NEW CONSTRUCTION COMPLIES. SEC. R403.6: MECHANICAL VENTILATION - COMPLIES. EXPANDING FOAM AT FOFSEALANT SEC.C503.2: CHANGE IN SPACE CONDITIONING - NOT APPLICABLE SEC. R403.7: EQUIPMENT SIZING Et EFFICIENCY RATING - NEW EQUIPMENT WINDOW PERIMETER SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL OF SEALANT CONTINUOUS BEAD SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE.. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. OF ADHESIVE �� CONTINUOUS BEAD SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1 EXT. INSULATION SHEATING AS N.T.S OF SEALANT CONTINUOUS BEAD SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT a of SEALANT SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY CONTINUOUS SILL SEALER SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. /��///� -FULL WIDTH OF MUDSILL TABLE R402.4.1 .1 AIR BARRIER AND INSULATION INSTALLATION00' ,,,,� AIRBARRIONWALLAS �, //\//�: AIR BARRIER z CONTINUOUS BEAD \/ /�\e CONCRETE SLAB AS z AIR BARRIER OF SEALANT \\/\\ e 0 COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE \ Q ATTIC INSULATION \ - . \�\\�\\�\\/ z A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or /' '� '� '� '� �` � �� 0 the building enveloipe. a sealing material. narrow cavities shall be filled by insulation INSTALL 1"RIGID ROUGH CUT '� V Narrow cavities / The exterior thermal envelope contains a that on installation readily conforms to the � r-- - ---- ---- - General requirements AROUND VENTILATION CHUTE � I continuous air barriier. available cavity space. -AIR SEAL PERIMETER WITH Breaks orjoints in ithe air barrier shall be ' EXPANDING FOAM SEALANT Garage separation sealed. Air sealing shall be provided between the � m The air barrier in arny dropped ceiling/soffit The insulation in any dropped ceilinglsoffit garage and conditioned spaces. ' - AIR SEALING D ETA I L U) shall be aligned witth the insulation and any shall be aligned with the air barrier. Q gaps in the air barrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building --- CONTINUOUS BEAD OF SEALANT Ceiling/attic Recessed lighting thermal envelope shad be sealed to the thermal envelope shall be airtight and IC N.T.S. W Access openings,crop down stairs or knee drywall. rated. 1 1/2"RIGID INSULATION wall doors to unconditioned attic spaces shall be sealed. Batt insulation shad be cant neatly to fit EXTERIOR INSULATED WALL Q The junction of the foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, Plumbing and wiring or insulation that on installation readily shall be sealed. walls shall be insulated by completely filling conforms to available space shall extend EXTERIOR INSULATED WALL W The junction of the top plate and the top of the cavity with a material having a thermal behind piping and wiring. Wads exterior walls shall be sealed. resistance of R-3 per inch minimum. Knee walls shall b--sealed. Exterior thermal envelope insulation for framed The air barrier installed at exterior walls Exterior walls adjacent to showers and tubs W P 1 RIGID INSULATION SHEATHING walls shall be installed in substantial contact Shower/tub on exterior wall adjacent to showers and tubs shall separate shall be insulated. DETAIL W "R-VALUEffHICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 1"RIGID INSULATION AS ATTIC EAVE N.T.S Lb The space betweem window/doorjambs and The air barrier shad be installed behind BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER framing,and skylights and framing shall be Electricall hone box on exterior walls electrical or communication boxes or Z 00 Windows.skylights and doors P O N sealed. air-sealed boxes shall be installed. ) Ld Rim joists shall indlude the air barrier. Rim joists shall be insulated. HVAC register boots that penetrate building a shall be sealed to the thermal envelope a Rim joists HVAC register boots P subfloor or drywall. 2X LEDGER ON TOP OF RIGID INSULATION The air barrier shall be installed at any Floor framing cavity insulation shall be SEAL exposed edge of inisulation. installed to maintain permanent contact with When required to be sealed,concealed fire O ARC the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner ATTIC INSULATION F ARE framing cavity insulation shall be permitted that is recommended b the manufacturer. � h' Floors(including above garage and y �`3 �N•K. to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not � cantilevered floors) - sheathing,orcontinuous insulation installed on be used to fill voids between fire sprinkler the underside of floor framing and extends cover plates and wads or ceilings. WOOD TRUSS FRAMING g , o from the bottom to the top of all perimeter floor framing members. SHEATH INTERIOR OF r ATTIC ACCESS TO c "' +1"OF INSULATION LEVEL CP Eosed earth in a xp n unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue F A f i shall be covered with a Class I vapor retarder insulation shall be permanently attached to Shafts, en P 9 I q� 0;o c ,O Crawl space walls p etrations shafts o enin to exterior or uncondfioned 1"RIGID INSULATION F with overlapping joints taped. the crawlspace walls. space shall be sealed. OF N Ew ACCESS PANEL DRATABLE R402.1.2 WITH PERIMETERCESS SCREWEL S a .,,� � WITH PERIMETER SCREWS INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT TRIM ASREQUIRDED a . :•�:- . .�• FINISHED CEILING GLAZED WOOD FRAME BASEMENT SLAB CRAWLSPACE ,..- T CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL * , D E 1 A I L DETAIL 00 p ZONE U-FACTORb U-FACTOR SHGCb.e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE " r.. - M W h AIR SEALING AT ATTIC HATCH//FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S 000 0 w 4 0.32 0.55 0.40 49 20 OR 13+5 8113 19 10/13 10.2 FT 10/13 RIGID INSULATION SHEATING r h g cr) 5 0.30 0.55 NR 49 20 OR 13+5 13/17 30 15119 10.2 FT 15119 A I 20+5 6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 309 15119 10.4 FT 15/19 13+10 I I w { # 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19/21 309 15119 10.4 FT 15119 g I I Y � Y NR = Not Required. cc For SI: 1 foot = 304.8 mm. # �-- PREFAB --� ATTIC INSULATION W O FIREPLACE UNIT 0 Z W SITEBUILTATTICENCLOSURE-MECHANICALLYSECURED a0 Z Z A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSTALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. U) RIGID INSULATION"R VALUEIDEPTH PER CLIMATE" Z Q Q B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYUGHITS. THE SHGC COLUMN APPLIES TO AL GLAZED FENESTRATION. C. "10/13" MEANS R-10 CONTINUOUS INSULATION ON THE INTTERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF - INSULATED WALLRIOR J o U) THE BASEMENT WALL. '15/19 MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY to INSULATION AT THE INTERIOR OF THE BASEMENT WALL ALTERNATIVELY, COMPLIANCE WITH "15/19" SHALLBE R-13 CAVITY INSULATION ON INSTALL INTERIOR D- W m THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. SHEATING PRIOR TO U) D. R-5 INSULA1ION SHALLBE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION _... INTALLATION OF PREFAB z R-VALUE FOR SLABS. AS INDICATED IN THE TABLE. THE SLAB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND FIREPLACE UNIT MECHANICAL LATCH TO ATTIC FLOOR FRAMING PRESSURE SEAL AT 0 BELOW THE SLAB. WEATHERSTRIPPING E. RESERVED. I...- F. RESERVED. AIR SEALED WALL z FILLG. ALTERNATIVELY, INSULATION SUFFICIENT TO THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. z H. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALUE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, "13+5" MEANS R-13 Q 0 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. I. MASS WALLS SHALL BE IN ACCORDANCE WITH SEC11ON R402.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION N.T.S. COMPRESSIBLE WEATHERSTRIPPING U V z p IS ON THE INTERIOR OF THE MASS WALL CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE C7 _..! MANUFACTURED RECESSED LIGHT ENCLOSURE m IT 0 W ° N IT TABLE R402. .4 a ATTIC INSULATION ° MANUFACTURED PULL (n U EQUIVALENT U-FACTORS ATTIC TRUSS O DOWN STAIR L X w O WOOD FRAME FLOOR ASSEMBLY Q W O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL IMASS WALL FLOOR BASEMENT CRAWLSPACE ZONE U•FACTOR U­FACTOR U­FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL z z z , O W w II 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 - - d F _ DETAIL ¢ C) U5 0 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 _ _ _ _ - Q w rn s 0.30 0.55 0.026 0.045 0.060 1 0.033 1 0.050 0.055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S A. NONFT NESIRATION U-FACTORS SHALL BE OBTAINED FROM MEASUREMENT, CALCULATION OR AN APPROVED EXPNADING SEALANT AT PEIMETER ~ m w z n W a ~ z ~ z w CO SOURCE. DRYWALL CEILING = Z 1: _ B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2.5. WHERE MORE THAN HALF THE INSULATION RECESSED LIGHTING FIXTURE W W w Q v W E- N IS ON THE INTERIOR, THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT 0- v ¢ �' oI d7 MARINE, 0.065 IN CLIMATE ZONE 5 AND MARINE 4, AND 0.0)57 IN CLIMATE ZONE 6. CONTINUOUS BEAD OF SEALANT C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 ,AND TABLE R301.1, THE BASEMENT WALL DWG NO U-FACTOR SHALL NOT EXCEED 0.360. DETAIL jin& DETAIL 2 AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY 2 MENDrulENT p12� 1 <- o�cJ MENT GENERAL NOTES EX.DIRECT DHWN OW �1 TAX LOT 2g,5 EX.3030 DH WINDOW 4 ST)<Ky i GENERAL: _•"�3°b�als,. 9"• N3��°d��°�s,9 d o i 9�_6„ Z BUILDING CODE NOTE: STK SHo v- ""° `S57 48 >Q"yY ASPHALT _ W 1. NO WORK IS TO START UNTIL A PERMIT IS OBTAINED FROM THE BUILDING FEN �fi.s' _- +�"'="-d8 QQ' WATER TgNK �mO THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE OA 3,1'� sHD STK+FEN /59�� �sHol- - q I DEPARTMENT. OA Doi �.� / 4 jSHD /4• 4.9./ 2020 RESIDENTIAL CODE OF NEWYORK STATE - I $' 7.2' / a u / isnc oPvc _ EX.3 30 H WINDOW 0 2. ALL WORK SHALL CONFORM WITH THE 2020 RESIDENTIAL C01DE OF NEWYORK STATE aj N �. I //m3.�' I FEN 0s PE o> O DIRE T PLACEMENT O CI HEp I N!! / I 0.8' `�S71( O AS WELL AS ALL CURRENT NEWYORK STATE CODES / I °'SHED / N °O MECHANICAL CODE NOTE: 3;4 „ ; ; 0.4 _-EXISTING HEADER - - o� 3. ALL UNNOTED OR NONVISIBLE EASEMENTS OR CONDITIONS 1WHICH SHALL ARISE I ' / 13-3" -� THIS PROJECT SHALL COMPLY WITH THE MECHANICAL CODE OF � I. ""'J O 0 DURING THE COURSE OF CONSTRUCTION THAT DISAGREES VMTH THAT INDICATED L MAINTAIN EX.SHED �, KITCHEN F_ ON THESE PLANS SHALL CAUSE THE CONTRACTOR TO STOP(WORK AND NOTIFY NY.STATE,CHAPTERS 12 THROUGH 24. Tex LOT �> REHABILITATION .�" ING 0� THE ARCHITECT OR ENGINEER. SHOULD HE FAIL TO FOLLOWITHIS PROCEDURE AND FILED UNDER NEW 1/2"GYPSUM BIRD KITCEXISTHEN O ° ui a CONTINUE TO WORK HE WILL THEN ASSUME ALL RESPONSIBIILITY AND LIABILITY PLUMBING CODE NOTE: SEPARATE APPLICATION ON WALLS&CEILING ARISING THEREFROM. THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE ' 4. NO DEVIATIONS OR CHANGES TO ANY PART OF THESE PLANS SHALL BE MADE UNLESS 2020 RESIDENTIAL CODE OF NEWYORK STATE CHAPTER 25 THROUGH 33 DIRECT REPLACEMENT o w DIRECT REPLACEMENT < FIRST APPROVED BYTHE ARCHITECT,ENGINEER AND BUILDING DEPARTMENT. CONC. - KITCHEN CABINETS,COUN ER, z w KITCHEN CABINETS,COUNTER Q sa.�' PLAT PLUMBING&APPLIANCES EGRESS PLUMBING&APPLIANCES 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. ELECTRICAL CODE NOTE: TAX LOT 12.1 N 3' ld�d 4'-0" w z' W 0 14.6 j7'WIRE FEN EX.371/2"x 57" DH WINDOW 10-11- 6. ALL DIMENSIONS HEREIN ARE APPROXIMATE.NOT TO BE SClALED AND ARE SUBJECT THE PROPOSED DWELLING HAS BEEN DESIGNED TO BE IN CONFORMANCE WITH THE a IE m/ °8� w�°A7� ^AX LOT' p`�' � v DIRECT REPLACEMENT 2-EX. 1 314"x 7114"LVL HEADER � TO REVISION AS PER ACTUAL FIELD CONDITIONS. THE DISCRIETION OF THE OWNER, 2020 RESIDENTIAL CODE OF NEWYORK STATE CHAPTER 34 THROUGH 43 /N " 28. O ' "' --'-----------' 0 WRFy S Lij AND AS DIRECTED AND/OR APPROVED BY THE ARCHITECT OR ENGINEER. z / / o.s I �, EXISTING w o EX.4"x V POST EX.4"x 4" OST 7. OWNER/CONTRACTOR ARE RESPONSIBLE TO OBTAIN INSPEICTIONS,APPROVALS, ENERGY CODE NOTE: I /° ` II DINING ROOM 9'-9 ' 12'-5 " �Z CERTIFICATES,CERTIFICATE OF OCCUPANCY/COMPLETION/AND U.L.APPROVAL. //2 STD�iY/ g� m 1 ., b Oo N A7E�BUIL ING -NEW 1/2"GYPSUM BRD EXISTING ui 8. THIS SET OF PLANS IS THE PROPERTY OF TEHN DESIGN GROUP LLC.AND IS TO THE BEST OF MY KNOWLEDGE,BELIEF AND PROFESSIONAL /,�soo / /M l IVHda0 ON WALLS&CEILING 3'-10" LAUNDRY z � -- --------'P- ? 1lVHdSV I O IT-- FOR THE ONE PROJECT NOTED HEREIN ONLY EVEN IF THIS PROJECT IS NOT WI srK MAINTAIN EX, /� R�Q' 1 I ' �, BEDROOM ' ( JUDGEMENT,THESE PLANS AND I OR SPECIFICATIONS ARE IN FEN 20, _________. / v o w 4 CONSTRUCTED).THE PLANS SHALL NOT BE ALTERED,REPROIDUCED OR USED IN ANY WAY O 1.0• COVERED PORCHES I oecK w/R/o i I 4i INSTALL FIBERGLASS EXISTING u� WITHOUT WRITTEN PERMISSION OR COMPENSATION OF TEHPN DESIGN GROUP LLC. COMPLIANCE WITH: 0 I FILED UNDER I -'-- - w ' 1�- DRYER.PAN R-18 WASHER& PROVIDE R 8VWALL INSULATION DINING BIRD WI DINING ROOM N w a 2020 RESIDENTIAL CODE OF NEWYORK STATEEPARATE APPLICATION L- 9. THE ARCHITECT OR ENGINEER IS NOT RETAINED FOR SUPERVISION OF WORK AND co s G1 I �' w s' VENT DRYER TO EXTER R - PROVIDE NEW 5/8"TYPE"X"GYPSU RD W/ - x- :.I N o AS PER M1502 R 30 CEILING INSULATION PROVIDE NEW 1/2"GYPSUM BRD W/ 00 "' IS RESPONSIBLE FOR DESIGN INTENT ONLY. c j 0.a' `) z - O I N R 18 WALL INSULATION N 10.ANY MATERIALS OR WORKMANSHIP FOUND AT ANY TO BE DIEFECTIVE SHALL BE _ co `- °' O o R 30 FLOOR INSULATION z NOTE �j r� �-*r� SAFETY GLASS -PROVIDE NEW 5/8"TYPE"X"GYPSUM BRD W/ �z Z OF ANY PREVIOUS INSPECTIONS. - - - - -- -- -- - - - - - - - �'���- - - w = DIRECT REPLACEMENT PROVIDE AIR-SEALING& o,,, BE REMEDIED AT ONCE REGARDLESS122,48' -'�V52°55'3Q"E - ' J i &FIRE CAULKING AS REQ'D R 30 CEILING INSULATION Z 0 � � 11. CONTRACTOR SHALL BE FAMILIAR WITH THE CURRENT GEMERAL REQUIREMENTS OF 1.ALL PLUMBING WORK TO BE DONE AS PER CODE. � -- �----0 DH WINDOW--- R 30 FLOOR INSULATION w w N - ------- 5-4' �¢ F- I- Z ----------------------- ---------�_. - _ - -'-'-- - I eEEc. PROVIDE AIR SEALING& o W ALL STANDARD AND SPECIALTY SYSTEMS 1 MATERIALS USEDi WITHIN THIS 2.FIXTURES TO HAVE INDIVIDUAL SHUT OFF VALVE. --- - THIS PROJECT WITH THE MOST STRINGENT RECOMMENDATIONS/REQUIREMENTS 3.FIXTURES TO BE PROPERLY VENTED, o _ )s,D &FIRE CAULKING AS REQ'D w z 4 10 5'-0" oc.M 4068 SLIDER Z W TO BE FOLLOWED. _ IY DET. _- o 12.IT IS THE INTENT OF THESE PLANS TO EXPLAIN THE REQUIREMENTS OF THE PROPOSED NOTE: MAIN ROAD DIRECT REPLACEMENT i i p _ 7'-7 ' o 0 CONSTRUCTION. HOWEVER FIELD CONDITIONS MAY ARISE D)URING CONSTRUCTION BATHROOM P o N.Y.S. ROUTE 25 (TYP. EACH UNIT) , ' ---------- J OU U THAT MAY NOT HAVE BEEN EXHAUSTIVELY DETAILED. r- XISTING i ECH � w 1.ALL DIMENSIONS AND WORK QUANTITIES SHALL , z i i _ _ _ _ _ - Z 13.ANY AND ALL DISCREPANCIES TO BE REPORTED TO ENGINEER. (66 WIDE) w o � - i V BE VARIFIED IN THE FIELD BY THE CONTRACTOR, a AT i NEW 2-1 3/4"x 71/4"LVL HEADER z 14.WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WIlTH SECTION R701 AND INSULATION Lu z EX.21045 DH WINDOW SHALL BE IN ACCCORDANCE WITH SECTION R316. AND RECEIVED DISCREPANCIES SHALL BE i XISTING mcM DIRECT REPLACEMENT m 0 IMMEDIATELY REPORTED TO THE ARCHITECT. g = UNIT #1 _ ATH 0 0 15.INTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R702 AND PLOT PLAN 0- ANT. DET UNIT #2 lo Q EXTERIOR WALL COVERING SHALL BE IN ACCORDANCE WITH SECTION R703 2.MINOR DETAILS NOT SHOWN OR SPECIFIED BUT NECESSARYckf Lu 16.THIS PROJECT COMPLIES WI THE NEWYORK STATE 2020 UNIFORM CODE FOR PROPER CONSTRUCTION OF ANY PART OF THIS WORK 1"=20'-0" w N i ° 5-4 UW uJWSHALLBE INCLUDED AS IF THEY WERE INDICATED ON PLANS. o w I 2068 i SEX.D00 a a�:MECHANICAL SYSTEM COMPLIES CHAPTER 12 THROUGH 233, AREA ANALYSIS. I _ I EXISTING � (n Cn QPLUMBING SYSTEM COMPLIES CHAPTER 24 THROUGH CHAPTER 33, 3.NO WORK SHALL COMMENCE UNTIL PLANS AREAPPROVED i ii "• Q Q ELECTRICAL SYSTEM COMPLIES CHAPTER 34 THROUGH CHAPTER 43 AND PERMIT SECURED FROM THE LOCAL DEPARTMENT OF EXISTING DWELLING =2,229 S.F. �__________ ___ _-_-___ ____-- LIVING ROOM Z o 0 0 CARPENTRY: BUILDINGS. EXISTING FIRE DAMAGED ATTACHED GARAGE =985 S.F. 13'-8" i co PROVIDE NEW 1/2"GYPSUM BIRD W/ '�-�; W W Cn 'N ' R-18 WALL INSULATION ` EXISTING DETACHED GARAGE =340 S.F. "' w 1. ALL LUMBER SHALL BE D.F.#2 OR BETTER UNLESS OTHERMSE NOTED (U.O.N.) N i PROVIDE NEW 5/8"TYPE"X"GYPSUM BIRD WI F- 2. ALL LUMBER TO BE A MINIMUM OF 8"ABOVE FINISHED GRADE. (U.O.N.) o w � w -WA3. SILLS TO BE FLASHED(TERMITE SHIELD)W/SILL SEAL.SILL 1F0 BE A.C.Q.WOOD DWELLING BETWEEN R 30 FLOOR INSULATION z w IUD DWE LING UNITS c 2-2"x 6" U.O.N. z i PROVIDE AIR SEALING& o 11) N SCOPE OF WORK oo IL i &FIRE-CAULKING ASREQ'D N N A 4. ALL JOISTS HANGERS TO BE"TECO OR EQUAL FULL SIZE. EXISTING 5. DOUBLE HEADERS AND TRIMMERS ABOUT ALL OPENINGS. (1U.0.N.) S LIVING ROOM �N ' 17'-9" Lu Elf i 6. DOUBLE JOISTS UNDER PARALLEL PARTITIONS,POSTS,ANDI BATH TUBS.(U.O.N.) w o `�' ~ "� � O NEW 112"GYPSUM BIRD x r -- ------ ----- '� - -� ui a a 7. ALL BEAMS,GIRDERS,HEADERS,ETC. TO HAVE A MINIMUM(OF 4"BEARING. 1. RE - PLACE WINDOWS IN KIND IN PLLACE. p � ON WALLS&CEILING sD. LU cj cmOf I / 8. ALL WINDOWS TO BE IN CONFORMANCE W/ATTACHED ENERGY STATEMENT W/ o w DET. EX.21045 DH WINDOW EX.21045 DH WINDOW SEAL MODELS NUMBERS ON PLANS. DIRECT REPLACEMENT DIRECT REPLACEMENT 9. PROVIDE ATLEAST(1)WINDOW(OR DOOR)IN EACH HABITAB3LE SPACE FOR EMERGENCY 2. RE- SIDE AND RE ROOF DWELLING. i i �FZED All ESCAPE.IN CONFORMANCE WITH 2O20 NEW YORK STATE BUIILDING CODE / i N.K. SEC.R310 MIN OPENING OF 5.7 SQ.FEET(5.0 SQ. FEET @ GRADE LEVEL WHEN GRADE COVERED PORCH TO SILL IS LESS THAN 44"OR LESS)WI MINIMUM NET HEIGHT 24"AND MINIMUM NET WIDTH 3. UP-GRADE EXISTING KITCHEN CABIINETS & COUNTER TOPS. / i ____ i -- •- ---------------------------- --- ------ ----� I i1 � �'4i. p\'! OF 20"(OPERATION W/O NEED FOR TOOLS)BOTTOM OF OPENING @ 44"MAXIMUM A.F.F. r �' i ---------- ---------"- -"'-® i I 10. EXTERIOR WINDOWS ARE TO BE DESIGNED IN ACCORDANCE WITH SECTION R609. I , 4. UP-GRADE BATHROOM FIXTURES ALL GLAZING SHALL COMPLY WITH SECTION R308. / EX.21045 DH WINDOW EX.21045 DH WINDOW `] 11. STAIRWAYS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS R311.5 TO R311.5.7 DIRECT REPLACEMENT DIRECT REPLACEMENT 5. MINOR INTERIOR ALTERATIONS. i TF oFJNE_ 12. MOISTURE VAPOR BARRIER IS TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION IN ALL FRAMED WALLS,FLOORS,ROOF AND CEIILINGS COMPRISING COVERED PORCH ' ELEMENTS OF THE BUILDING THERMAL ENVELOPE IN ACCORDANCE WITH SECTION N1102. 6. UP-GRADE EXISTING ELECTRICAL. 13. ASPHALT SHINGLES ARE TO BE INSTALLED IN ACCORDANCE WITH SECTION R905.2. / ®•-----------------0------------------ / 7. UP-GRADE INSULATION & GYPSUM BOARD ELECTRICAL: IL---------------------------------------------------------------------- -----------------------------------� 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM TO THE 2020 RESIDENTIAL CODE OF NEWYORK STATE COVERED PORCH FILED 00 Lu 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIIFICATEUPON COMPLETION GEOGRAPHIC TABLE DESIGN REQUIRMENTS UNDER SEPARATE APPLICATION M y OF WORK. EXISTING FIRST FLOOR PLAN 00 ui 00 _ 3. ELECTRICAL WIRING AND EQUIPMENT TO COMPLY WI CHAPTERS 34-43 2020 NYS UNIFORM CODE 1/4"=l'-0" v AND LOCAL BUILDING DEPARTMENT. THE TOWN OF (SLIP IS WITHIN A HURRICANE PRONE REGION , CLIMATE ZONE 4A EGRESS DIRECT REPLACEMENT 1� 4. SMOKE DETECTION AS PER N.Y.S.CODE SECTION R314. BATHROOM PRffRL.A(��KE ALL SMOKE DETECTORS SHALL BE INTERCONNECTED AND(HARD WIRED. EX.371/2"x 57" DH WINDOW SA5. EXHAUST FOR THE CLOTHES DRYER SHALL BE IN ACCORDIANCEWITHSECTIONM1502. TABLE R301 .2(1 ) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA DIRECT REPLACEMENT ---D11NT______ 6. THE EXISTING ELECTRICAL SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF p 3 r EX. WINDOW PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. SAFETY FILM SAFETY GLASS 4'-2"PLATE HT. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN g Y WINTER ICE SHIELD FLOOD FOUNDATIONS, CONCRETE AND MASONARY: GROUND FREEZING ANNUAL 9'-8" ' ; ,Q9 0 Y SNOW LOAD SPEED DESIGN DESIGN UNDERLAYMENTJd TOPOG SPECIAL BORNE -BORNE BORNE CATEGORY ° ° FROST LINE TEMP HAZARD INDEX TEMP EXISTING i O 9-9" 2- 15'-1' O 1. ALL FOOTINGS TO BEAR UPON FIRM,VIRGIN,UNDISTURBED SOIL. MPH EFFECTS k REGION DEBRIS WEATHERING DEPTH TERMITE REQUIRED BEDROOM i EXISTING _ w } 2. SOIL ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OFF(1)TON I SQ.FOOT. 1 MILE 3 FEET MODERATE ° BATH i ? EXISTING Z w B 15 YES NO 599 51 = PROVIDE NEW 1/2"GYPSUM BIRD W/ i i w ¢ z Q w 20 PSF 130vu1t NO NO FROM THE COAST SEVERE STORAGE 3. FOOTINGS TO REST A MIN 3'-0"BELOW GRADE. U.O.N.STEEP FOOTINGS @ 1:2 RATIO &FI RE ISLAND BOF TO HEAVY �� R-18 WALL INSULATION i MEC ° i o ,to � p OZ Of Z (1'RISE MAX) -� '� R-30 CEILING INSULATION S pc i �� i z ;Z o J w 4. WALLS TO BE POURED CONCRETE OF SIZE AND REINFORCIEMENT SHOWN ON ¢ Cf R-30 FLOOR INSULATION }o� i �0 PROVIDE NEW 112"GYPSUM BIRD WI _ o o w Z Q aC O PLANS. (U.O.N.) Lu PROVIDE AIR-SEALING& - - - r- -----------� ---- z p U) '� ____ R_18 WALL INSULATION �* = "' i� N ZZ Q _ 5. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATIONWpLLSUNTILFIRSTTIEROF MANUAL J CRITERIA REQUIRED IN SUBMITTED CALCULATIONS Y &FIREaCAULKINGASREQ'D spc. i R 30CEILINGINSULATION N �w u w� - Cl i cpcb _ ELEC UNIT #1 ODET: I R 30 FLOOR INSULATION N z� iuw r-- p, w N m FRAMING OR PROPER BRACING IS IN PLACE. /r"�� s D PROVIDE AIR SEALING& F__m o M p (n `- ALTITUDE INDOOR DESIGN EX.DOOR DET i &FIRE-CAULKING AS REQ'D x o z ¢ 6. FOOTINGS TO BE OF POURED CONCRETE OF SIZE SHOWN ION PLANS. WINTER SUMMER HEATING TEMPERATURE - w F- ¢ v� Z ELEVATION LAT CORRECTION DESIGN TEMPERATURE o "-8" i O 7. ALL OPENINGS FOR GS FLUES,UTILITIES,ETC.TO BE FILLE D SOLID WITH CONCRETE. HEATING COOLING FACTOR TEMP COOLING DIIFFERENCE -� --- ----- i ALL GIRDERS WITH BEAM POCKETS ARE TO BE STEEL SHIMIMED W/1/2"SPACE @ SIDES AND ENDS. U.O.N. z 8. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRIENGTH @ 28 DAYS OF 108 FT 410 N 15° F 86° F 1.00 70° F 75° F 55° F o 7'2"PLATE HT. i Z 3,000 P.S.I.ALL EXTERIOR MATERIALS TO BE AIR-ENTRAINEID. 13'-8" o O 3,500 P.S.I.GARAGE SLAB I EXPOSED SLAB ON GRADE 1 POIURED STEPS. COOLING TEMPERATURE WIND VELOCITY WIND VELOCITY COINCIDENT WET BULB DAILY RANGE WINTER HUMIDITY SUMMER HUMIDITY ��g EEC. w 4'-2"PLATE HT. //Un� V Oz O 9. CONCRETE SLABS TO REST UPON MINIMUM 6"OF FINE GRAVEL OR SAND WITH DIFFERENCE HEATING COOLING J �l DE V •--I M �- MINIMUM 6MIL.POLY.V.B.(@ OCCUPIED SPACE)AND WITH [REQUIRED INSULATION. Z W 'J O N 10.ALL SLABS ABUTTING FRAMING FLASHED AS DETAILED IN[PLANS. 11° F 15 MPH 7.5 MPH 72° F MEDIUM (M) 40% 32 GR @ 50% RH w _ M EXISTING U 11. BRICK VENEER TO BE ANCHORED W/(1)WALL TIE EVERY<32"O.C.VERTICALLY AND BEDROOM W 0 EVERY 18"O.C.HORIZONTALLY WI FLASHED JOINT @ BRICK LEDGE OR RELIEVING ANGLE o -- Lu I) � W/WEEP HOLES @ 4'-0"O.C.MAX TO DIRECT ANY CONDENSATION TO THE EXTERIOR. iv PROVIDE NEW 1/2"GYPSUM BIRD W/ Z � CD ' IBC CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA 12.APPLY(1)COAT OF ASPHALTIC BASED DAMPROOFING TO EXTERIOR OF FOUNDATION R-18 WALL INSULATION ___________ __ O W FROM FOOTING TO 2"ABOVE FINISHED GRADE,UNLESS WET SITE CONDITIONS EXCEED R-30 CEILING INSULATION Z J R-30 FLOOR INSULATION i 0 ¢ � CODE LIMITS. WINDDESIGN SEISMIC SUBJECT TO DAMAGE FROM AIR MEAN F EXISTING i F¢- � WINTER ICE SHIELD FLOOD PROVIDE AIR-SEALING& -f\\ - NEW CONSTRUC ION Q 13.THE MASONARY CHIMNEY SHALL BE CONSTRUCTED IN ACCORDANCE WITH SECTION R1001. GROUND DESIGN DESIGN UNDERLAYMENT FREEZING ANNUAL &FIRE-CAULKING AS REQ'D Opp (JLO `�' -� 0 W PLUMBING, MECHANICAL, FUEL GAS, A/C: SNOW LOAD SPEED d ROPHOIC SPECIAL L BORNE-BORNE -WEATHERING, FROST LINE HAZARD TEMP o C WINDDEBRIS CATEGORY TERMITE TEMP REQUIRED INDEX 12'-4" 71_p,1 ; TO BE REMOVED Q w z N MPH EFFECTS k REGION DEPTH 1. PLUMBING TO COMPLY WITH THE 2020 RESIDENTIAL CODE:OF NEWYORK STATE2020 I.M.0 1 MILE _ w F- Z 'r 20 PSF 130vult NO NO FROM THE COAST SEVERE 3 FEET MODERATE SEE ° EXIST G STRUCTURE 0 W � Q 0 W �I N AND 2020 I.F.G.C.ALONG WITH THE LOCAL BUILDING DEPARTMENT. B YES NO 599 51 2. SITE SANITARY SYSTEMS ARE TO COMPLY WITH S.C.D.H.S. REQUIREMENTS. &FIRE ISLAND BOF TO HEAVY BELOW a � ¢ F- o 3. PLUMBING,MECHANICAL,FUEL GAS SYSTEMS SHALL COMPLYWITH THE RESIDENTIAL WINTER DESIGN TEMP: EX.34"x 53"DH WINDOW EX.34"x 53"DH WINDOW SECTIONS FOR PLUMBING CODE(CHAPTER 25-33),MECHANICAL CODE CHAPTER 12-23, EMENT CEMENT LEGEND DWG NO ( ) PROVIDqP 19N w� i �: r AND FUEL GAS CODE(CHAPTER 24)OF THE 2020 RESIDENTIAL CODE OF NEWYORK STATE -INTERIOR SPACES INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH AN INDOOR TEMPERATURE OF NOT LESS THAN 68° F AT A POINT 3 FEET ABOVE THE FLOOR ON THE DESIGN HEATING DAY SAFETY e 4. ALL WASTE AND VENTS ABOVE FLOOR SHALL BE SCHEDULE 40 THICKNESS -SYSTEM DESIGN SHALL BE BASED ON MAX 72 F HEATING, MINIMUM 75 F COOLING DRY BULB 89 F, WET BULB 75 (2020 IPC APPENDIX D) EXISTINGCON D FLOOSVCAST IRON BELL(HUB)AND SPIGOT BELOWAND THROUGH CONCRETE. - DEGREE DAYS(NY LAGUARDIA)4811 , WINTER DESIGN TEMP15°F, 5. THE EX.HEATING/A.C. SYSTEM SHALL BE CAPABLE OF HANDLING THE IMPOSED LOADS OF -AS PER NYSBC 2020 CHAPTER 16 SECTION 1609 AND ASCE 7 2016, WIND EXPOSURE CATEGORY AND SURFACE ROUGHNESS B A PP 1 7 202 PROPOSED ADDITION. IF NOT,SYSTEM SHALL BE UPGRADED TO MEET CODE COMPLIANCE. - USE C FOR BOTH SOUTH SHORE AND FIRE ISLAND 1/4"=1' 0" THE 2020 NEW YORK STATE ENERGY CONSERVATION CODE INSTALL 1"RIGID INSULATION '1 � CUT TO FIT BETWEEN THE RAFTERS. � z FOAM SEAL BOTH SIDES ALONG �� CONTINUOUS BEAD ENERGY CODE COMPLIANCE FOR EXISTING BUILDINGS MANDATORY REQUIREMENTS RAFTER WITH EXPANDING FOAM SEALANT. OF SEALANT 2 MAINTAIN EQUAL VENT SPACE .' VENTED AIRSPACE CHAPTER 5 REVIEW OF ENERGY CODE FOR EXISTING BUILDINGS. SEC. R401.3: CERTIFICATE -SEE CERTIFICATE ATTACHED TO BE POSTED AS CONSUMPTION - NOT APPLICABLE. FOR LENGTH OF RIGID INSULATION =-___ CONTINUOUS BEAD �' - - SEC.C501.1: SCOPE - ALTERATION COMPLIES WITH PROVISIONS OFSECTION PER CODE. SEC. R403.11: PORTABLE SPAS - NO PORTABLE SPAS ATTIC INSULATION --- OF SEALANT- 0 - - VCONTINUOUS MINIMAL C501. SEC. R402.4: AIR LEAKAGE -COMPLIES. SEC. R404.1: LIGHTING EQUIPMENT - MINIMUM 75% OF LIGHTING TO BE HIGH U SEC.C501.4: COMPLIANCE - COMPLIES SEC. R402.5: MAXIMUM FENESTRATION U-FACTOR AND SHGC - EFFICACY LAMPS. CEILING GYPSUM BOARD EXPANDING FOAM AT SEC.C501.5: REPLACEMENT MATERIALS - MATERIALS PERMITTED FOR NEW MAXIMUM FENESTRATION U-FACTOR 0.35 VERT. FENESTRATION) SEC. R404.1.1: FUEL GAS LIGHTING SHALL NOT HAVE CONTINUOUSLY INSTALL 1" VERIGIDTICALLY _ --__ ___- _ AS AIR BARRIER WINDOW PERIMETER z INSULATION VERTICALLY TO � �',a' CONTINUOUS BEAD CONSTRUCTION MAXIMUM FENESTRATION U-FACTOR, 0.55 SKYLIGHTS) BURNING PILOT LIGHTS - CONNECT INSULATING SHEATING / OF SEALANT TO BE USED. SGHC U-FACTOR, 0.25 NO FUEL GAS LIGHTING EQUIPMENT. TO RIGID INSULATION BAFFLE CONTINUOUS BEAD 0 SEC. R403.1: HVAC CONTROLS - COMPLIES OF SEALANT I-- SEC.C502: ADDITIONS - APPLICABLE. SEC. R403.1.2: HEAT PUMP SUPPLEMENTARY HEAT - COMPLIES. FOAM SEAL BOTH JOINTS SEC C502.1: GENERAL - COMPLIES SEC. R403.3.2: DUCT SEALING - N/A CONTINUOUS MINIMAL SEC C502.2.2.1: VERTICAL FENESTRATION - COMPLIES SEC. R403.3.3: DUCT TESTING - N/A EXPANDING FOAM AT VVINDOW UNIT AS LEI SEC.C502.2.2: SKY LIGHT AREA - NOT APPLICABLE.. SEC. R403.3.5: BUILDING CAVITIES AS DUCTS AND PLENUMS - NO BUILDING CONTINUOUS BEAD OF SEALANT VVINDOW PERIMETER AIR BARRIER � SEC.C502.2.3: BUILDING MECHANICAL SYSTEMS - COMPLIES WITH SEC C403. FRAMING CAVITIES TO CONTINUOUS MINIMAL SEC.C502.2.4: SERVICE WATER-HEATING SYSTEMS - COMPLIES WITH SEC BE USED AS DUCTS OR PLENUMS. EXPANDING FOAM AT Q C404. SEC. R403.4: MECHANICAL SYSTEM PIPING INSULATION - R :3 MINIMUM 11/2"RIGID INSULATION WINDOW PERIMETER SEC.C502.2.6: LIGHTING POWER AND SYSTEMS - COMPLIES WITH SEC C405. INSULATION AROUND PIPING. C SEC.C502.2.6.1: INTERIOR LIGHTING POWER - COMPLIES WITH SEC C405.4.2. SEC. R403.5.1: HEATED WATER CIRCULATION Et TEMPERATURE CONTINUOUS BEAD W SEC.C502.2.6.2: EXTERIOR LIGHTING POWER - CON�PLIES WITH SEC C405.5.1. MAINTENANCE SYSTEMS - 1__VVINDOVVUNITAS OF SEALANT AUTOMATIC CONTROLS TEMPERATURE SENSORS AND PUMPS EXTERIOR INSULATED WALLAIR BARRIER CONTINUOUS BEAD U) OF ADHESIVE > SEC.C503: ALTERATIONS- APPLICABLE. TO BE ACCESSIBLE. MANUAL CONTROLS TO BE READILY ACCESSIBLE. CONTINUOUS MINIMAL CONTINUOUS BEAD W SEC.C503.2: CH GENERAL- NEW P CEOCONDIT CONSTRUCTION COMPLIES. SEC.C. R403.7: EQUIPMENT SIZING 6: MECHANICAL 1LATION -Et EFFICIENCY PRATING - NEW EQUIPMENT EXPANDING IND W PERIMETER AT OF SEALANT CK SEC.C503.3: BUILDING ENVELOPE - COMPLIES WITH SECTIONS C402.1 SHALL HAVE AN THROUGH C402.5 EFFICIENCY RATING EQUAL OR GREATER THAN THE MINIMUM CONTINUOUS BEAD N SEC.C503.3.1: ROOF REPLACEMENTS - COMPLIES. REQUIRED BY DETAIL OF SEALANT SEC.C503.3.2: VERTICAL FENESTRATION - COMPLIES. FEDERAL LAW FOR THIS LOCATION. CONTINUOUS BEAD (6 SEC.C503.3.3: SKY LIGHT AREA - NOT APPLICABLE,. SEC. R403.8: SYSTEMS SERVING MULTIPLE DWELLING UNITS - N/A. C ADHESIVE �- SEC.C503.4: HEATING AND COOLING SYSTEMS - COMPLIES. SEC. R403.9: SNOW MELT AND ICE SYSTEM CONTROLS - NO SNOW MELT 1" EXT. INSULATION SHEATING AS N.T.S CONTINUOUS BEAD r d SEC.C503.4.1: ECONOMIZERS - NOT APPLICABLE. AND ICE SYSTEMS PROVIDED. ATTIC EAVE BAFFLE AND VENT OF SEALANT COF SEALANT ONTINUOUS BEAD SEC.C503.5: SERVICE HOT WATER SYSTEMS - COMPLIES. SEC. R403.10: POOLS Et INGROUND PERMANENT SPA ENERGY -CONTINUOUS SILL SEALER a SEC.C503.6: LIGHTING SYSTEMS - COMPLIES. FULL VVIDTH OF MUDSILL TABLE R402.4. 1 . 1 AIR BARRIER AND INSULATION INSTALLATION ,,,,, AIRBARTIONWALLAS �. �//\//\ AIR BARRIER C/) CONTINUOUS BEAD CONCRETE SLAB AS z OF SEALANT %\\j�\\° ° AIR BARRIER O C/) COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA COMPONENT AIR BARRIER CRITERIA INSULATION INSTALLATION CRITERIA VENTED AIRSPACE �// a ° F- i 'Z ATTIC INSULATION %\ \\j\\%\\%\\j z LW L�J A continuous air barrier shall be installed in Air-permeable insulation shall not be used as Batts in narrow cavities shall be cut to fit,or �' `/�� "� 1 2�7 0 2 the building envelope. a sealing material, narrow cavities shall be filled by insulation The exterior thermal envelope contains a Narrow cavities that on installation readily conforms to the AROUND V INSTALL V RIGID ROUGH CUT CHUTE �� 0 0 General requirements continuous air barrier. available cavity space. �� I _J 0 0Breaks orjoints in Ithe air barrier shall be -AIR SEAL PERIMETER WITH �� I _ z sealed. Air sealing shall be provided between the EXPANDING FOAM SEALANT �� I z Garage separation garage and conditioned spaces. ��' m The air barrier in ainy dropped ceiling/soffit The insulation in any dropped ceiling/soffit 0 A I R SEALING DETAIL 0 shall be aligned wilth the insulation and any shall be aligned with the air barrier. Q 0 (- gaps in the air barrrier shall be sealed. Recessed light fixtures installed in the building Recessed light fixtures installed in the building CONTINUOUS BEAD OF SEALANT Ceilinglattic Recessed lighting thermal envelope shall be sealed to the thermal envelope shall be air tight and IC N.T.S. W Access openings,drop down stairs or knee drywall. rated. 1 12"RIGID INSULATION Ili d. LIJ IZ wall doors to uncomditioned attic spaces (n shall be sealed. 0 Batt insulation shall be cut neatly to fit EXTERIOR INSULATED WALL Q Q The junction of the!foundation and sill plate Cavities within comers and headers of frame around wiring and plumbing in exterior walls, 0 shall be sealed, walls shall be insulated b completely fillip Plumbing and wiring or insulation that on installation readily � � W y con p g conforms to available space shall extend EXTERIOR INSULATED WALL W W 0 The junction of the�top plate and the top of the cavity with a material having a thee rmal (n � exterior walls shall be sealed resistance of R-3 per inch minimum. behind piping and wiring. Walls Knee walls shall be sealed. Exterior thermal envelopeinsulation for framed > > W � The air barrier installed at exterior Exterior adjacent to showers and tubs z DETAIL RIGID INSULATION SHEATHING W W � walls shall be installed in substantial contact Shower/tub on exterior wall adjacentto showers and tubs shall separate shall be insulated. "R-VALUEITHICKNESS PER CLIMATE and continuous alignment with the air barrier. them from the showers and tubs. (TAPE ALL JOINTS) 116 Uf7 1 RIGID INSULATION AS ATTIC EAVE N.T.S N The space betweein window/door jambs and The air barrier shall be installed behind N N C7 BAFFLE CUT AROUND MANUFACTURED VENT PORCH RAFTER framing,and skylights and framing shall be Electrical) hone box on exterior walls electrical or communication boxes or z 00 r N Windows.skylights and doors p r sealed. air sealed boxes shall be installed. O N N > HVAC register boots that penetrate building w Rim joists shall incllude the air barrier. Rim joists shall be insulated. thermal envelope shall be sealed to the a Q a Rim joists HVAC register boots p 2 subfloor or drywall. X LEDGER ON TOP OF RIGID INSULATION The air barrier shalll be installed at any Floor framing cavity insulation shall be exposed edge of insulation. installed to maintain permanent contact with When required to be sealed,concealed fire SEAL the underside of subfloor decking,or floor sprinklers shall only be sealed in a manner framingcavity Insulation shall be permitted ATTIC INSULATION \ � Floors(including above garage and �' p that is recommended by the manufacturer. j ��, �N.K, cantilevered floors) to be in contact with the top side of Concealed sprinklers Caulking or other adhesive sealants shall not sheathing,or continuous insulation installed on be used to fill voids between fire sprinkler �' Q the underside of floor framingand extends cover plates and walls or ceilings. WOOD TRUSS FRAMING 1 o�44 from the bottom to the top of all perimeter r floor framing members. SHEATH INTERIOR OF ATTIC ACCESS TO J,� Exposed earth in am unvented crawl space Where provided instead of floor insulation, Duct shafts,utility penetrations,and flue +1"OF INSULATION LEVEL �\ Ck- shall be covered wiith a Class I vapor retarder insulation shall be permanently attached to Shafts, enetrations shafts opening to exterior or unconditioned 1"RIGID INSULATION Crawl space walls p h g �0 FF N with overlapping joints taped. the crawlspace walls. space shall be sealed ,; ACCESS PANEL TABLE R402.1 .2 WITH ERIIM TER SCREWS DRAW ACCESS PANEL G TRIM AS REQUIRDED INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT a FINISHED CEILING GLAZED WOOD FRAME BASEMENT SLAB d CRAWLSPACE c CLIMATE FENESTRATION SKYLIGHT b FENESTRATION CEILING WALL MASS WALL FLOOR WALL R-VALUE WALL ZONE U-FACTORb U-FACTOR SHGC b,e R-VALUE R-VALUE R-VALUE R-VALUE R-VALUE &DEPTH R-VALUE DETAIL w DETAIL °° � Y W h 4 0.32 0.55 0.40 49 20 OR 13+5 8/13 19 10113 10.2 FT 10113 //a, AIR SEALING AT ATTIC HATCH FINISH SCREWS N.T.S AIR SEALING AT PORCH ROOF AT 1" N.T.S op _ RIGID INSULATION SHEATING C? o h 5 0.30 0.55 NR 49 20 OR 13+5 13117 30g 15/19 10.2 FT 15119 M I I (fl I I 20+5h I I 6 OPTION 1 0.30 0.55 NR 49 OR h 15/20 309 15/19 10.4 FT 15119 j 13+10 I I 6 OPTION 2 0.28 0.55 NR 60 23 CAVITY 19121 309 15119 10.4 FT 15119 I I Y Of NR = Not Required. O Y For SI: 1 foot = 304.8 mm. PREFAB ATTIC INSULATION W O FIREPLACE UNIT 0 Z SITE BUILT ATTIC ENCLOSURE-MECHANICALLY SECURED Q Ci A. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MA)XIMUMS. WHERE INSULATION IS INSTALLED IN A CAVITY THAT IS LESS THAN THE O Z Z LABEL OR DESIGN THICKNESS OF THE INSULATION, THE INSITALLED R-VALUE OF THE INSULATION SHALL BE NOT LESS THAN THE R-VALUE g O SPECIFIED IN THE TABLE. ? RIGID INSULATION"R-VALUE/DEPTH PER CLIMATE" B. THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTIS. THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. I I I I I I I I I 1A i I I I I ia( Q Q INSULATED EXTERIOR Z �E C. "10/13- MEANS R-10 CONTINUOUS INSULATION ON THE INT-ERIOR OR EXTERIOR OF THE HOME OR R-13 CAVITY INSULATION ON THE INTERIOR OF STUD WALL o Z) THE BASEMENT WALL. "15/19" MEANS R-15 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME OR R-19 CAVITY 1 INSULATION AT THE INTERIOR OF THE BASEMENT WALL. ALTERNATIVELY, COMPLIANCE WITH -15/19- SHALL BE R-13 CAVITY INSULATION ON INSTALL INTERIOR m ~ } a- W m THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE HOME. SHEATING PRIOR TO Cl) D. R-5 INSULATION SHALL BE PROVIDED UNDER THE FULL SLAB AREA OF A HEATED SLAB IN ADDITION TO THE REQUIRED SLAB EDGE INSULATION INTALLATION OF PREFAB z R-VALUE FOR SLABS. AS INDICATED IN THE TABLE. THE SL_AB EDGE INSULATION FOR HEATED SLABS SHALL NOT BE REQUIRED TO EXTEND FIREPLACE UNIT MECHANICAL LATCH TO ATTIC FLOOR FRAMING PRESSURE SEAL AT BELOW THE SLAB. E. RESERVED. WEATHERSTRIPPING F. RESERVED. AIR SEALED WALL z G. ALTERNATIVELY, INSULATION SUFFICIENT TO FILL THE FRAMING CAVITY AND PROVIDING NOT LESS THAN AN R-VALUE OF R-19. H. THE FIRST VALUE IS CAVITY INSULATION, THE SECOND VALLIE IS CONTINUOUS INSULATION. THEREFORE, AS AN EXAMPLE, -13+5- MEANS R-13 Q 0 CAVITY INSULATION PLUS R-5 CONTINUOUS INSULATION. N.T.S. I. MASS WALLS SHALL BE IN ACCORDANCE WITH SEC11ON R4012.2.5. THE SECOND R-VALUE APPLIES WHERE MORE THAN HALF OF THE INSULATION COMPRESSIBLE WEATHERSTRIPPING U U O IS ON THE INTERIOR OF THE MASS WALL 0 MANUFACTURED RECESSED LIGHT ENCLOSURE CONTINUOUS BEAD OF SEALANT AT PERIMETER OF ENCLOSURE z J O 0 TABLE R402.1.4 ATTIC INSULATION O W 0- RED PULL CV a o DOWN STAIR (n z =) 0 W _ EQUIVALENT U-FACT R ATTIC TRUSS WOOD FRAME FLOOR ASSEMBLY W 0 Q � O CLIMATE FENESTRATION SKYLIGHT CEILING FRAME WALL IMASS WALL FLOOR BASEMENT CRAWLSPACE ZONE U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR U-FACTOR WALL WALL 0 CJ 0 r b U-FACTOR U-FACTOR W z w II 4 0.32 0.55 0.026 0.060 0.098 0.047 0.059 0.065 _ - n d Q 0 ct U 5 0.30 0.55 0.026 0.060 0.082 0.033 0.050 0.055 DETAIL Q w �- 6 0.30 0.55 0.026 0.045 0,060 1 0.033 1 0.050 0,055 = = AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR N.T.S m I0 W Z C',w A. NONFE EXPNADING SEALANT AT PEIMETER NESTRAIiON U-FACTORS SHALL BE OBTAINED FROM MAEASUREMENT, CALCULATION OR AN APPROVED WERE \ �' Q z_ r SOURCE. DRYWALL CEILING -, 2: z = _ B. MASS WALLS SHALL BE IN ACCORDANCE WITH SECTION R402.2,5. ERE MORE THAN HALF THE INSULATION RECESSED LIGHTING FIXTURE 0 W w Q C) N W r- ch IS ON THE INTERIOR, THE MASS WALL U-FACTORS SHALL NOT EXCEED 0.087 IN CLIMATE ZONE 4 EXCEPT w (d Q I- QI MARINE, 0.065 IN CLIMATE ZONE 5 AND MARINE 4, AND 0.0157 IN CLIMATE 20NE 6. CONTINUOUS BEAD OF SEALANT C. IN WARM-HUMID LOCATIONS AS DEFINED BY FIGURE R301.1 ,AND TABLE R301.1, THE BASEMENT WALL DWG NO U-FACTOR SHALL NOT EXCEED 0.360. DETAIL DETAIL 2 . v AIR SEALING AT RECESSED LIGHTING IN ATTIC N.T.S AIR SEALING AT PLATFORM FOR N.T.S MANUFACTURED FIREPLACE ASSEMBLY2_ t5 .r � s - -aiv.yoft y � i �r f y e s �z WindowComPLEIE Application Kit !k�W t CONTAINS: ` lint Cloth V. 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See details ----------------- ....... 4 Mil Clear Security and Safety W*i,,, Sold by: Chaotuo Direct Return or replace items: Eligible through April 28, 2026 $58.99 View your item Buy it again Track package Return or replace items Ask Product Question N Leave setter feedback rite a product review t=(CW Order summary Order placed March 26, 2026 Order # 11-3-1643801 -0348237 Item(s) Subtotal: $58.99 Shinnina & Handlina.- t0.00 -- --F- [--- -ZF -- - ---- ------ -.:;F- T - - - - Your Coupon Savings: -$11 .80 Total before tax: $47.19 Estimated tax to be collected: $4.13 Grand Total: $51 .32 View invoice Payment method Visa ending in 5476 View related transactions __S_h _n •'