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HomeMy WebLinkAbout46011-Z �O g�EFO(,fcOG Town of Southold 4/4/2023 o P.O.Box 1179 y �t 53095 Main Rd Woy'fj� �p� �' Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43995 Date: 4/4/2023 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 1035 Waterview Dr, Southold SCTM#: 473889 Sec/Block/Lot: 78.-7-14 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2021 pursuant to which Building Permit No. 46011 dated 4/1/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: single-family dwelling with front covered porch,rear deck, rear second floor balcony and attached garage as applied for. The certificate is issued to Eckert,David of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL 8/8/2022 R10-19-0008 ELECTRICAL CERTIFICATE NO. 46011 2/28/2023 PLUMBERS CERTIFICATION DATED 3/12/2023r-qec((M\PIumbing/7 %"— A o ize S gnature TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy�• ao� Y} 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 #: 46011 Date: 4/1/2021 Permission is hereby granted to: Eckert, David 6 Crystal Ln East Northport, NY 11731 To: construct single-family dwelling as applied for per SCHD, Trustees & DEC approvals with flood permit. At premises located at: 1035 Waterview Dr, Southold SCTM #473889 Sec/Block/Lot# 78.-7-14 Pursuant to application dated 2/26/2021 and approved by the Building Inspector. To expire on 10/1/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,308.40 Flood Permit $100.00 CO-NEW DWELLING $50.00 Total: $2,458.40 Bui ' g4noector pF SOUTyoI 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q sean.devlinl7a.town.southold.ny.us Southold,NY 11971-0959 Q�yCOUNT`I,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: David Eckert Address: 1035 Waterview Dr city:Southold st: NY zip: 11971 Building Permit#: 46011 Section: 78 Block: 7 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: KC Anderson Electrical License No: 4722ME SITE DETAILS Office Use Only Residential X Indoor X Crawl Space X Service X Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage X INVENTORY Service 1 ph X Heat Duplec Recpt $0 Ceiling Fixtures 15 Bath Exhaust Fan 5 Service 3 ph Hot Water Gas GFCI Recpt 6 Wall Fixtures 17 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 7$ CO2 Detectors Sub Panel X A/C Blower 2 Range Recpt Gas Ceiling Fan 6 Combo Smoke/CO 7 Transfer Switch UC Lights 22' Dryer RecptG8S Emergency Strobe Heat Detectors 1 Disconnect Switches 6$ 4'LED 5 Exit Fixtures 11 Sump Pump Other Equipment: Hood, Oven, Fridge, Mini Fridge, DW, W/D, Towel Warmer, Gas FP, Sump-2, ERV, Generator Outlet Notes: Two Story w/ Unfinished Crawl Space Inspector Signature: A Date: February 28, 2023 S. Devlin-Cert Electrical Compliance Form O . Town Hall Annex Telephone(631)765-1802 54375 Main Road. Fax(631)765-9502 P.O.Box 1179 G.. Southold,NY 11971-0959Qlyo '� 4, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: Building Permit No. Ll 6D1 Owner: DAVf; E G k 6itT (Please print) + Plumber: P E Co M!C PLVM1311+46 (Please print) I certify that the solder used in the water supply system contains less than 2110 of 1% lead. A //-/M lumbers i tur ) Sworn to before me this day of 2 20 r p VICKI t BERRY Notary Public, '�'�Z��1�ounty Notary Public- State of New York No. 01 BE6070081 Qualified in Suffolk Cou Commission Expires I / A \ �M J � �o�a0f SOUT�olo # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 Y 1 NSPECTION OUNDATION 1ST [ ] ROUGH PLBG. ] FOUNDATION 2ND [ ]` INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 �'✓ � � l,� 'ate �� � _ �► � _ o � DATE INSPECTOR 50UTy� - - # # TOWN OF SOUTHOLD BUILDING DEPT: co 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] UNDATION 2ND [ ] INSULATION/CAULKING [ FRA ING /STRAPP�D�G [ ] FINAL [ ] -FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION. [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: ?i DATE / '� INSPECTOR Qlf so TOWN OF-SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION FOUNDATION 1ST ROUGH PL13G. J40UNDA D- INSULATION/CAULKING WTIO�?N FRAMING /STRAPPING FINAL FIREPLACE -& CHIMNEY --FIRE SAFETY INSPECTION FIRE RESISTANT CONSTRUCTION FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) ELECTRICAL (FINAL) CODE VIOLATION PRE C/O REM"KS: z o DATE INSPECTOR i TOWN OF SOUTHOLD .BUILDING DEPT. �`"�ou►m ' 765-1802 INSPEC ON.- , [ ] FOUNDATION 1ST [ .. ROUGH PLBG. [ ] FOUNDATION.2ND [ ] INSULATION/CAULKING-- [ ] FRAMING/STRAPPING [ ] FINAL [ )" FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE.RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: RIG �s Z . c DATE 3(y�'yoY?i INSPECTOR SOF SOUTh, - - - OI (L o� Hvull 0 �S tN # # TOWN OF SOUT OLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION IST [ ] 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 [ ] !JPRE _C/O REMARKS: T DATE ?/INSPECTOR OFS0Gly0� ` / V �rV # # TOWN OF SOUTHOLD BUI DI G DEPT. couto, 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]' RENTAL REMARKS: o %5---�rZVn c-pot m/ ink DATE1/2�E/2,3INSPECTOR Of 50UlyOlo # * TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] IN ATION/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 MARIfS: ISD ( ( ZC"- w;o' i� [KAI S � DATE INSPECTO O�4Ai���fir w p ^w h ti ra% ND StiG�4 FEMA NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE AND INSTRUCTIONS 2019 EDITION OMB No. 1660-0008 Expiration Date: November 30, 2022 U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program ELEVATION CERTIFICATE AND INSTRUCTIONS Paperwork Reduction Act Notice Public reporting burden for this data collection is estimated to average 3.75 hours per response.The burden estimate includes the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and submitting this form. You are not required to respond to this collection of information unless a valid OMB control number is displayed on this form. Send comments regarding the accuracy of the burden estimate and any suggestions for reducing the burden to: Information Collections Management, Department of Homeland Security, Federal Emergency Management Agency, 500 C Street SW, Washington, DC 20742, Paperwork Reduction Project(1660-0008). NOTE: Do not send your completed form to this address. Privacy Act Statement Authority:Title 44 CFR§61.7 and 61.8. Principal Purpose(s): This information is being collected for the primary purpose of estimating the risk premium rates necessary to provide flood insurance for new or substantially improved structures in designated Special Flood Hazard Areas. Routine Use(s):The information on this form may be disclosed as generally permitted under 5 U.S.C.§552a(b)of the Privacy Act of 1974, as amended. This includes using this information as necessary and authorized by the routine uses published in DHS/ FEMA-003 —National Flood Insurance Program Files System or Records Notice 73 Fed. Reg. 77747 (December 19, 2008); DHS/ FEMA/NFIP/LOMA-1 —National Flood Insurance Program (NFIP)Letter of Map Amendment(LOMA)System of Records Notice 71 Fed. Reg.7990(February 15, 2006);and upon written request,written consent, by agreement,or as required by law. Disclosure: The disclosure of information on this form is voluntary; however, failure to provide the information requested may result in the inability to obtain flood insurance through the National Flood Insurance Program or the applicant may be subject to higher premium rates for flood insurance. Information will only be released as permitted by law. Purpose of the Elevation Certificate The Elevation Certificate is an important administrative tool of the National Flood Insurance Program (NFIP). It is to be used to provide elevation information necessary to ensure compliance with community floodplain management ordinances, to determine the proper insurance premium rate, and to support a request for a Letter of Map Amendment (LOMA) or Letter of Map Revision based on fill (LOMR-F). The Elevation Certificate is required in order to properly rate Post-FIRM buildings,which are buildings constructed after publication of the Flood Insurance Rate Map (FIRM), located in flood insurance Zones Al—A30, AE,AH,A(with BFE), VE, V1—V30, V (with BFE),AR,AR/A,ARAE,AR/A1—A30,AR/AH, and AR/AO. The Elevation Certificate is not required for Pre-FIRM buildings unless the building is being rated under the optional Post-FIRM flood insurance rules. As part of the agreement for making flood insurance available in a community,the NFIP requires the community to adopt floodplain management regulations that specify minimum requirements for reducing flood losses. One such requirement is for the community to obtain the elevation of the lowest floor (including basement) of all new and substantially improved buildings, and maintain a record of such information.The Elevation Certificate provides a way for a community to document compliance with the community's floodplain management ordinance. Use of this certificate does not provide a waiver of the flood insurance purchase requirement. Only a LOMA or LOMR-F from the Federal Emergency Management Agency (FEMA) can amend the FIRM and remove the Federal mandate for a lending institution to require the purchase of flood insurance. However, the lending institution has the option of requiring flood insurance even if a LOMA/LOMR-F has been issued by FEMA.The Elevation Certificate may be used to support a LOMA or LOMR-F request. Lowest floor and lowest adjacent grade elevations certified by a surveyor or engineer will be required if the certificate is used to support a LOMA or LOMR-F request. A LOMA or LOMR-F request must be submitted with either a completed FEMA MT-EZ or MT-1 package,whichever is appropriate. This certificate is used only to certify building elevations.A separate certificate is required for floodproofing. Under the NFIP, non- residential buildings can be floodproofed up to or above the Base Flood Elevation (BFE).A floodproofed building is a building that has been designed and constructed to be watertight (substantially impermeable to floodwaters) below the BFE. Floodproofing of residential buildings is not permitted under the NFIP unless FEMA has granted the community an exception for residential floodproofed basements. The community must adopt standards for design and construction of floodproofed basements before FEMA will grant a basement exception. For both floodproofed non-residential buildings and residential floodproofed basements in communities that have been granted an exception by FEMA, a floodproofing certificate is required. Additional guidance can be found in FEMA Publication 467-1, Floodplain Management Bulletin: Elevation Certificate, available on FEMA's website at https://www.fema.gov/media-library/assets/documents/3539?id=1727. FEMA Form 086-0-33(12/19) Replaces all previous editions. F-053 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date: November 30,2022 National Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company, and(3)building owner. SECTION A—PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: David Eckert A2. Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Company NAIC Number: Box No. 1035 Waterview Drive City State ZIP Code Southold New York 11971 A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) 1000-78-07-14 A4. Building Use(e.g., Residential, Non-Residential,Addition,Accessory, etc.) Residenttial A5. Latitude/Longitude: Lat.41.3435813 Long.72.4238561 Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 2A E A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 1435 sq ft } b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 7 c) Total net area of flood openings in A8.b 1400 sq in d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage 635 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 2070 sq in d) Engineered flood openings? ❑X Yes ❑ No .SECTION B—FLOOD INSURANCE RATE MAP(FIRM) INFORMATION B1. NFIP Community Name&Community Number B2.County Name B3. State Southold,Town of '3608`13 Suffolk New York U B4:Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s) Number _ Date Effective/ Zone(s) (Zone AO, use Base Flood Depth) Revised Date 36103C0166-" "` H 9/25/09 X _- B10. Indicate the source of the Base Flood Elevation (BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ❑X FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item B9: ❑ NGVD 1929 ❑x NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area (OPA)? Yes ❑x No Designation Date: ❑ CBRS ❑ OPA FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit, Suite, and/or Bldg. No.)or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION C—BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑ Building Under Construction* ❑x Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR,AR/A,AR/AE,AR/A1—A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only,enter meters. Benchmark Utilized: NAVD88 Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 Fx� NAVD 1988 ❑ Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(including basement, crawlspace, or enclosure floor) 4.4 Q feet ❑ meters b) Top of the next higher floor 12.0 Q feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) 9.3 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 9.0 Q feet E] meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building (LAG) 6.5 x0 feet ❑ meters g) Highest adjacent(finished)grade next to building (HAG) 8.9 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support 6.9 © feet ❑ meters SECTION D—SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer,or architect authorized by law to certify elevation information. /certify that the information on this Certificate represents my best efforts to interpret the data available. 1 understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? 0 Yes ❑No ❑Check here if attachments. Certifier's Name License Number John T. Metzger 49618 N.Y. �F GF NE4, Title C1C� r T M 1-O owner �TZC, Company Name .. �:. Peconic Surveyors v Address 1230 Traveler Street City State ZIP Code <'O ► fl� Southold New York El 11971 �tAA D Signature Date Telephone Ext. 3/10/23 631-765-5020 Copy all pla6es of this Ele a' ertificate and all attachments for(1)community official, (2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location, per C2(e), if applicable) Air Handler el.9.0 FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date:November 30,2022 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt., Unit.Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: ox", Id, 51,6 t-i /101,)1 City State ZIP Cgde Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6.Identify all photographs with date taken;"Front View"and"Rear View";and,if required,'Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. Photo One Caption I �( `AI Photo 1 wo Photo Two Caption CrPhc ` FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMS No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6 Expiration Date: November 30,2022 IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt. Unit, Suite, and/or Bldg- No.)or P.O. Route and Box No Policy Number: D '-4- e>v --_ -- -- - — ---__— ----��9 I City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for item A6. Identify ail phctographs wit date taken:"Front View"and"Rear View",and if required."Right Side View'and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. ■ Photo one Photo One Caption Clear Photo One n� ti i Photo Two Photo Two Caption Clear Photo Two National Flood Hazard Layer FIRMette FEMA Legend 72°25'45"W 4102'51"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT Without Base Flood Elevation(BFE) c A . A,,. SPECIAL FLOOD With BFE or Depth re:o Ae 40 an�e Ae (ELrS Feetl HAZARD AREAS RegulatoryFloodway 0.2%Annual Chance Flood Hazard,Areas of 11%annual chance flood with average • depth less than one foot or with drainage ♦ areas of less than one square mile Future Conditions 1%Annual Chance Flood Hazard Area with Reduced Flood Risk due to OTHER AREAS OF Levee.See Notes. FLOOD HAZARD Area with Flood Risk due to Levee • . L'OIiF At= (E 01k, Feet) NO SCREEN Area of Minimal Flood Hazard r 0 Effective LOMRs OTHER AREAS Area of Undetermined Flood Hazard .,� GENERAL - - Channel,Culvert,or Storm Sewer , + �( STRUCTURES 1 1 1 1 1 1 1 Levee,Dike,or Floodwall u io.z Cross Sections with 1%Annual Chance 17.5 Water Surface Elevation f� TOR I1 O OUthold - - Coastal Transect 36fl813 ' Base Flood Elevation Line(BFE) Limit of Study Jurisdiction Boundary —--- Coastal Transect Baseline AREA OF MINIMAL FLOOD HAZARD OTHER _ _ Profile Baseline el FEATURES Hydrographic Feature k „ Digital Data Available N t s No Digital Data Available MAP PANELS Unmapped ♦• L O The pin displayed on the map is an approximate NI point selected by the user and does not represent an authoritative property location. • This map complies with FEMA's standards for the use of digital flood maps if it is not void as described below. 40 + The basemap shown complies with FEMA's basemap • accuracy standards ® The flood hazard information is derived directly from the authoritative NFHL web services provided by FEMA.This map 4 was exported on 3/10/2023 at 8:58 AM and does not r ♦ i reflect changes or amendments subsequent to this date and 10 �. I time.The NFHL and effective information may change or I w 'r become superseded by new data over time. r This map image is void if the one or more of the following map • E F'ti y F' I }, r elements do not appear:basemap imagery.flood zone labels. "1.:I I:j 1 4"' \ • legend,scale bar,map creation date.community identifiers. r FIRM panel number,and FIRM effective date.Map images for Feet1:6 ��� 72125'8"W 41°2'24"N unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 ' regulatory purposes. Basemap:USGS National Map:Orthoimagery:Data refreshed October,2020 Home Energy Rating Certificate Rating Date: 2023-01-21 Final Report Registry ID: 862751318 Ekotrope ID: vyJR3Y42 HERSO • - • • Home: home's1035 Waterview Drive Your - e 52 performance score.The lower the number, Southold, NY 11971 the more energy efficient - home. $ 5;,532 • - learn more,visit www.hersindex.co:m *Relative to an average U.S.home David Eckert Your Home's Estimated Energy Use: This home meets or exceeds the Use[MBtu] Annual Cost criteria of the following: Heating 32.7 $2,178 2020 New York ECCC Cooling 1.3 $83 2018 International Energy Conservation Code Hot Water 13.3 $65 Lights/Appliances 24.1 $1,602 Service Charges $192 Generation (e.g.Solar) 0.0 $0 Total: 71.4 $4,121 IndexHome Feature summary: Rating Completed by: Q More Energy Home Type: Single family detached Model: N/A Energy Rater: Michael Catalano iso RESNET ID:0210214 Existing 140 Community: N/A Homes 330 Conditioned FloorArea: 3,692ft2 Rating Company: Green Guru LLC 120 Number of Bedrooms: 4 12 Arbutus Court 110 631-398-6906 Reference - loo Primary Heating System: Air Source He Pump•Elect'c•10.5 HSPF Home Prima Cooling System: Air Source H at Pum Electri •195EE 90 Primary 9 Y p• Rating Provider: RATERusa so Primary Water Heating: Residential ter Heater•Pr ane•0.9 Energy Factor PO BOX 1280 70 House Tightness: 1471.6 CFM 0�2A0 ACH50) 855-273-7872 bo Ventilation: 102 CFM• Watts J& so Dud Leakage to Outside: 5 CFM @ 25P .24 ftp 40 This Home `gym �raa§�-rs• = 30 Above Grade Walls: R-15 J. 10 Ceiling: Vaulted Roof,R-42 - ham`""•"°"p' Zero Energy � to Window Type: U-Value:0.3,SHGC:0.3 /EI mel Cac. 1ai te, Q- Home 0 Foundation Walls: N/A Michael Catalano,Certified Energy Rater ®701SSESM UssEnemy Framed Floor: R-38 Digitally signed:3/7/23 at 4:27 PM Ekotrope • it .23112 0 ekotrope TheEnergyRating Disclosure for • ,• -from the Approved Rating Provider- This • •- IECC 2018 Performance Compliance Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrive11, Builder (Confirmed) David Eckert Annual Energy Cost Design IECC 2018 Performance As Designed Heating $1,832 $1,654 Cooling $182 $152 Water Heating $738 $738 Mechanical Ventilation $82 $85 SubTotal -Used to determine compliance $2,834 $2,630 Lights&Appliances Wout Ventilation $1,160 $1,160 Onsite generation $0 $0 Tot_a1 $3,094 $3,790 R405.3 Source Energy Exception:The proposed home uses 12.5 MBtu LESS source energy than the reference home. Requirements - - - - R405.3 Performance-based compliance passes by 8.3% The proposed house 9(12- the(ECC 2018 Performance refeieuce energy bill _ _ requirement by S203-9(12.5 MBtu). R402.4-1.2 Air Leakage Testing Air sealing is 2.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402.5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGeC is 0.3.Thmaximum allo.ved value is [No Limit]. ® R402.5 Area-weighted average fenestration U-Factor R404.1 Lighting Equipment At least 90.0%of fixtures shall he high'-efficacy tamps,currently 100-0%are high- efficacy — - - - R403.6.1 Mechanical Ventilation Efficacy Mandatory Checklist Mandatory cake requirements that are not checked 2018 IECC Mandatory Checklist must be checked as complete. by_Ekotrope must be met IRC M150'5.4.3 Mechanical Ventilation Rate R4052 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6-0. Design exceeds requirements for IECC 2018 Performance compliance by 8.3%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications, and other calculations submitted with the permit application. If rating is Confirmed, 1 certify that the address referenced above has been inspecteditested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party- Name: artyName: Michael Catalano Signature: Af&Aael Cala �e Organization: Green Guru LLC Digitally signed: 3/7/23 at 4:27 PM Ekotrope RATER-Version 4.0.2.3112 IECC 2018 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm- Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report 1035 Waterview ®rive f Southold, NY 11971 r Builder: David Eckert THIS HOME IS CERTIFIED TO MEET THE 2018 INTERNATIONAL ENERGY • • CODE- Building Features Ceiling Vaulted Roof, R-42 Duct Supply R-8.0, Return R-8.0 R Above Grade Walls R-15 Duct Leakage to Outside 5 CFM @ 25Pa (0.24/100 ftZ) " f Foundation Walls N/A Total Duct Leakage 105 CFM @ 25Pa (Post-Construction) ' Framed Floor R-38 Heating Air Source Heat Pump- Electric- 10.5 HSPF Slab N/A Cooling Air Source Heat Pump- Electric- 19 SEER Infiltration 1471.6 CFM50 (2.00 ACH50) Water Heating Residential Water Heater- Propane - 0.95 Energy Factor Window U-Value: 0.3, SHGC: 0.3 i As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of s Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,I certify that the building design described herein is consistent with the I building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspectedltested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party. Name: Michael Catalano Signature: 1111& ael CaLa�anr� Organization: Green Guru LLC Digitally signed: 3/7/23 at 4:27 PM i Y Ekotrope RATER-Version 4.0.2.3112 2018 IECC compliance results calculated using Ekotrope RATER's energy and code compliance algorithm. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report- New York ECCC 2020 Performance Compliance Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID (RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrive 11 Builder (Confirmed) David Eckert Annual Energy Cost Design New York ECCC 2020 Performance As Designed Heating $1,930 $1,654 Cooling $184 $152 Water Heating $738 $738 Mechanical Ventilation $41 $85 Sub-Total "Used to determine compliance $2,893 $2,630 Lights&Appliances w/out Ventilation $1,160 $1,160 Onsite generation $0 $0 T&A, $4,053 u $3,790 R405.3 Source Energy Exception:The proposed home uses 16.1 MBtu LESS source energy than the reference home. Requirements R405.3 Performance-based compliance passes by 10.40% The proposed house meets the New York ECCC 2020 Performance reference energy bill requirement by S262.91(16.1 MBtu). - ® R402-4.1-2 Air Leakage Testing Air sealing is 2.00 ACH at 50 Pa.It must not exceed 3.00 ACH at 50 Pa. R402-5 Area-weighted average fenestration SHGC Area-weighted average fenestration SHGC is 0.3.The maximum allowed value is [No Limit]. R402.5 Area-weighted average fenestration U-Factor �_ - - R404.1 Lighting Equipment At least 90,00/a of fixtures shall be high-efficacy tamps,currently 1000°b. are high- effcacy. � R403-6.1 Mechanical Ventilation Efficacy Mandatory Checklist Mandatory code requirements that are not New York 2020 Mandatary Requirements must be checked as complete. checked by Ekotrope must be met_ R403-6 Mechanical Ventilation Rate ® R4052 Duct Insulation All ducts outside the thermal envelope must be insulated to at least R6-0. Design exceeds requirements for New York ECCC 2020 Performance compliance by 10.4%. As a 3rd party extension of the code jurisdiction utilizing these reports,I certify that this energy code compliance document has been created in accordance with the requirements of Chapter 4 of the adopted International Energy Conservation Code based on SUFFOLK County.If rating is Projected,1 certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application. If rating is Confirmed,I certify that the address referenced above has been inspectedflested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or vsll be verified as such by another party- Name: artyName: Michael Catalano Signature: /`y CACd ecAlk"'A Organization: Green Guru LLC Digitally signed: 3/7/23 at 4:27 PM Ekotrope RATER-Version 4.0.2.3112 New York ECCC 2020 Performance compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments- Ekotrope RATER is a RESNETAccredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report 6 1035 Waterview Drive E Southold, IVY 11971 0 Builder: David Eckert THIS HOME IS CERTIFIED TO MEET THE NEWYORK 2020 CODE Building Features Ceiling Vaulted Roof, R-42 Duct Supply R-8.0, Return R-8.0 Above Grade Walls R-15 Duct Leakage to Outside 5 CFM @ 25Pa (0.24 1100 ftZ) Foundation Walls N/A Total Duct Leakage 105 CFM @ 25Pa (Post-Construction) 8 i Framed Floor R-38 Heating Air Source Heat Pump - Electric- 10.5 HSPF s Slab N/A Cooling Air Source Heat Pump - Electric- 19 SEER R Infiltration 1471.6 CFM50 (2.00 ACH50) Water Heating Residential Water Heater• Propane - 0.95 Energy Factor i Window U-Value: 0.3, SHGC: 0.3 i k As a 3rd party extension of the code jurisdiction utilizing these reports, I certify that this energy code compliance document has been created in accordance with the requirements of Chapter d of the adopted International Energy Conservation Code based on SUFFOLK County_If rating is Projected,I certify that the building design described herein is consistent with the building plans,specifications,and other calculations submitted with the permit application.If rating is Confirmed,I certify that the address referenced above has been inspectedttested and that the mandatory provisions of the IECC have been installed to meet or exceed the intent of the IECC or will be verified as such by another party_ Name: Michael Catalano Signature: Mc6el C Organization: Green Guru LLC Digitally signed: 317/23 at 4:27 PM r Ekotrope RATER-Version 4.0.2.3112 New York ECCC 2020 Certificate compliance results calculated using Ekotrope RATER's energy and code compliance algorithm,including appropriate amendments. Ekotrope RATER is a RESNET Accredited HERS Rating Tool.All results are based on data entered by Ekotrope users. Ekotrope disclaims all liability for the information shown on this report. Air Leakage Report Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID (RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrive11 Builder (Confirmed) David Eckert General Information Conditioned Floor Area[ftp] 3,692 Infiltration Volume[ft'] 44,148 Number of Bedrooms 4 Air Leakage Measured Infiltration 1471.6 CFM50(2.00 ACH50) ACH50(Calculated) 2.00 ELA[sq. in.](Calculated) 80.74 ELA per 100 s.f. Shell Area (Calculated) 0.911 CFM50(Calculated) 1,472 CFM50/s.f. Shell Area(Calculated) 0.166 Duct Leakage System 1 System 2 Leakage to Outdoors 18 CFM @ 25Pa 5 CFM @ 25Pa(0.24 (1.15/100 ft-) /100 ft2) Total Leakage Test Type Post-Construction Post-Construction Total Leakage[CFM @ 25 Pa] 80.0 105.0 Total Leakage [CFM251100 s.f.] 5.1 5.0 Total Leakage [CFM25/CFA] 0.051 0.050 Mechanical Ventilation Rate[CFM] 102 CFM Hours per day 24.0 Fan Power 55 Watts Recovery Efficiency% 77.0 Runs at least once every 3 hrs? true Average Rate[CFM] 102.0 CFM 2010 ASHRAE 62.2 Req. Cont.Ventilation 74.4 2013 ASHRAE 62.2 Req. Cont.Ventilation 84.6 Ekotrope RATER-Version 4.0.2.3112 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information shown on this report Energy Code Inspection Checklist Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID (RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrive1l Builder (Confirmed) David Eckert General Building Information Conditioned Area (sq ft) 3,692 Conditioned Volume (cubic ft) 44,148 Insulated Shell Area (sq ft) 8,861 The building energy model in Ekotrope reflects the building assemblies and energy features listed below. Sometimes energy features will change in the field from what has been modeled.The inspection process should identify any changes and ensure that the home continues to meet the applicable energy code. Slab None Present Framed Floor Name: SecondFloorovGarage(523 s.f.) R-0 continuous insulation, R-38 cavity insulation Insulation Grade: I Name: First Floor(1,548 s.f.) R-0 continuous insulation, R-38 cavity insulation Insulation Grade: I Name: Floor Cant. (15 s.f.) R-0 continuous insulation, R-30 cavity insulation Insulation Grade: I Foundation Wall None Present Above Grade Wali t�t Name:2x4 Walls(3,542 s.f.) �-I R-0 continuous insulation, R-15 cavity insulation Insulation Grade: I 1� Name:Walls to Garage (147.2 s.f.) J-1 R-0 continuous insulation, R-15 cavity insulation Insulation Grade: I 1 Rim Joist Energy Code Inspection Checklist Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID (RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrive11' Builder (Confirmed) David Eckert Name: Rim Joist(170 s.f.) R:30.00 t—t Name: Rim Joist to Garage(18 s.f.) !-1 R:30.00 Name: Band Joist (197.8 s.f.) R:30.00 Ceiling / Roof Name:Vaulted (2,700 s.f.) R-0 continuous insulation, R-42 cavity insulation Insulation Grade: I Opaque Door Name: Front Door(6.6 s.f.) R:2.80 t-1 Name:Side Utility Door(17 s.f.) J—1 R:2.80 ElName: Rear Slider Balc. (13.4 s.f.) R:2.80 ElName: Rear Slider#1 (9 s.f.) R:2.80 Name: 3 Sliders Balc. (59.7 s.f.) R:2.80 Name: Garage Door(15.4 s.f.) R:5.00 Glazing t—t Name:W1 (15 s.f.), U:0.300, SHGC: 0.3, Orientation: NORTH—EAST J-1 2 Name:W1 (15 s.f.), U:0.300, SHGC: 0.3, Orientation: NORTH—EAST Energy Code Inspection Checklist Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrive11 Builder (Confirmed) David Eckert 1—t Name:W1 (15 s.f.), U:0.300, SHGC: 0.3, Orientation: NORTH–EAST Name:W1 (15 s.f.), U:0.300, SHGC: 0.3, Orientation: NORTH–EAST E] Name:W2 (13.7 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH–EAST Name:W2 (13.7 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH–EAST Name:W1 (15 s.f.), U:0.300, SHGC: 0.3, Orientation: SOUTH–WEST Name:W3 (19 s.f.), U:0.300, SHGC: 0.3, Orientation:SOUTH–WEST t"t Name:W4(29.7 s.f.), U: 0.300, SHGC:0.3, Orientation: SOUTH–EAST Name:W4 (29.7 s.f.), U: 0.300, SHGC:0.3, Orientation: SOUTH–EAST E] Name:W5 (28.1 s.f.), U: 0.300, SHGC: 0.3, Orientation: SOUTH–EAST Name:W6 (55.7 s.f.), U: 0.300, SHGC:0.3, Orientation: SOUTH–EAST Name: Front Door(5.8 s.f.), U:0.300, SHGC: 0.3, Orientation:SOUTH–EAST Name:W7 (24.9 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH–WEST Name: DoorWinatBalc(28.6 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH–WEST Name:W8 (14.2 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH–WEST Name:W9 (29.2 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH–WEST 0 Name:W10 (18.8 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH–WEST Name:Slider#1 (28.6 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH–WEST Name: 3 Sliders(85.8 s.f.), U: 0.300, SHGC:0.3, Orientation: NORTH–WEST 3 Energy Code Inspection Checklist Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrivell' Builder (Confirmed) David Eckert Name:3 Sliders top Trans (13.3 s.f.), U:0.300, SHGC:0.3, Orientation: NORTH—WEST Name: Slider#1 Trans(4.4 s.f.), U: 0.300, SHGC: 0.3, Orientation: NORTH—WEST Skylight None Present Mechanical Ventilation Mechanical ventilation system rated for,and capable of,providing continuous ventilation. System shall include automatic timing controls. System type: ERV, 24 hrs/day,55 Watts Mechanical Equipment 11 Water Heating(1)• Propane• 100% Hot Water Load @ 0.95 Energy Factor El Air-source heat pump(2)• Electric• 50% Heating Load @ 10.5 HSPF, 50%Cooling Load @ 19 SEER E3 Air-source heat pump(3)•Electric• 50% Heating Load @ 10.5 HSPF, 50%Cooling Load @ 20.5 SEER Air Leakage Control MTest Status: Blower-door tested House is air-sealed as to achieve 1,472 CFM50(2.00 ACH50)or less at final blower-door test. Infiltration Requirements for IECC in Climate Zone 4 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015 IECC Infiltration limit for the design home is 3 ACH50. 2018 IECC Infiltration limit for the design home is 3 ACH50. 2021 IECC Infiltration limit for the design home is 5 ACH50. 4 Energy Code Inspection Checklist Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID (RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrivel1 Builder (Confirmed) David Eckert Duct Leakage Duct System 1 NOT entirely within conditioned space,testing required Leakage to Outside specified as: 18 CFM @ 2513a (1.15 1100 ft2) Total Leakage specified as: 105 CFM @ 25Pa(Post-Construction) Duct System 2 All ducts and equipment within conditioned space Leakage,to Outside specified as:5 CFM @ 25Pa(0.241100 ft ) Total Leakage specified as: 105 CFM @ 25Pa(Post-Construction) Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors<=8 CFM25/100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage<=6 CFM25 l 100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=4 CFM25/ 100 sq ft CFA. 2012 IECC Mandatory,2015,2018, &2021 IECC Prescriptive Paths: Postconstruction Leakage Test:Total Duct Leakage<=4 CFM25 1100 sq ft CFA. Rough in Test with AHU:Total Duct Leakage <=4 CFM25/100 sq ft CFA. Rough in Test without AHU:Total Duct Leakage<=3 CFM25/ 100 sq ft CFA. * Note: IECC 2021 requires Total Duct Leakage<=8 CFM25/100 sq ft CFA when all ducts and air handlers are within the building thermal envelope. 2015 and 2018 IECC Performance Paths(Cost Compliance): Leakage testing is required UNLESS all ducts and air handlers are located entirely within the thermal envelope. There is no pass/fail threshold for duct leakage on the performance path. Project Notes MC NOTES: 5 Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTI N):0210214 RESNET Registered(Confirmed) 0210214-121-1035Waterviewdrive11971 Builder David Eckert J=W=Iding Information (dumber Of Bedrooms 4 Number Of Floors 2 Conditioned Floor Area[sq.ft.] 3,692 Has Electric Vehicle Ready Space No Unconditioned,attached garage? Yes Conditioned Volume[cu-ft_.] 44,148 Total lJnits in(3uildirig 1 Residence Type Single family detached Number of Floors in Building - Floor Number - Model - Community RESNEVIECC 2006-2018 Climate Zone 4A IECC 2021 Climate Zone 4A Foundation Wall None Present foundation Wall Library List None Present Slab None Present Slab Library List None Present Framed f=loor Name Library Type Carpet R Floor Grade Surface Area Location First Floor R-30 123 Above Grade 1,548-0 ft=' Vented Cravl Floor Cant R-30 123 Above Grade 15-0 ft= Exposed Exterior. SeoondFloorOvGarage. R-30 1.23 Above Grade' 523.0 ft' Unconditioned,attached' garage 1 Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTIN)_0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrive11971 Builder David Eckert IE ramed Floor Library List Name Effective R-value R-00 31.717 R-00 25.484 Rim Joist Name Library Type Surface Area Location Band Joist R 30.0 197.8 ft' Exposed Exterior Rim Joist R 30.0 170.0 ft' Exposed Exterior Rim Joist to Garage R 30.0 180f[2 Unconditioned,attached garage r MMR-30.0 Name Effective Insulation R-value 30.00 rmWaUs Name Library Type Surface Color Surface Area Location 2x4 Walls R-15"'0 Medium 3,542.0 a' Exposed Exterior to Garage' R-15"0 Medium 147.212' Unconditioned,attached garage Wal'1 Library List Name Effective R-value R-15-0 12.589 2 ' Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrivel1971 Builder David Eckert Glazing Name Library Type Wail Foundation Is Operable Overhangg Overhang Ft 7b Overhang Ft To Orientation Surface Area Assignment Wail Oepih Top Bottom Assignment 3 Sliders DoubleHungVny 2x4 Wails Yes 5.2 0.9 86.7 Northwest 85.8 ft 3 Sliders top Trans DoubleHungVny 2x4 Wails Yes, 5.2 0.9 142 Northwest 13.3 ft= DoorWinatBaic DoubleHungVny 2x4 Wails Yes i 4.5 33.1 Northwest 28.6 fl= Front Door DoubleHungVny 2x4 Walls Yes 6.7 1.4 7.2 Southeast 5.8 ft= Siider#1 DoubleHungVny 2x4 Walls' Yes 1 1.1 29.7 Northti:2st 28.6 112 Slider9l Trans DoubleHungVny 2x4 Wails Yes 1, 0.9 5.3 Northwest 4.4 R= W1 DoubleHungVny 2x4 Watts Yes 1 1.7 6.4 Northeast 15.0 ft= W1 DoubleHungVny 2x4 Walls Yes 1 1.7 6.4 Northeast 15.0 f1-- W1 =W1 DoubleHungVny' 2x4 Walls Yes 1 1.7 6.4 Northeast 15.0 it: W1 DoubleHungVny 2x4 WaUs' Yes 1 15.5 20.3 Northeast 15.0M W1 DoubleHungVny 2x4 Walls Yes. 1 1.8 6.6 Southwest 15.0 ft= W10 DoubleHungVny 2x4 Walls. Yes 1 1 19.8 Northwest 18.8 ft= W2 DoubleHungVny 2x4 Walls Yes 1 122 16.5 Northeast 13.7 ft= W2 DoubleH6ngVny 20 Wails Yes 1 122 16.5 Northeast 137 ft= W3 DoubleHungViny 2x4 Wags Yes 3 0.3 6.3 Southwest 19.0 ft= W4 DoubleHungVny 2x4 Walls Yes' 1 0.8 5.5 Southeast 297 ft2 W4 DoubleHungVny 2x4 Walls Yes 1 0.8 5.5 Southeast 297 W- V/5 DoubleHungVny 2x4 Wali Yes 1 1A 62 Southeast 28-1112 W6 DoubleHungVny 2x4 Walls Yes 6.7 0.3 62 Southeast 55.7 fi= V17'DoubleHungVny 2x4 Walls Yes 1 4.5 29A Northwest 24.9 ft2 WBAoubiei-lungVny 2x4 Walls Yes 1 1.8 16 Northtsesst 142 ft W9 DoubleHungViny 2x4 Walls Yes f 2.3 31.5 Northwest 292 W 3 Building Summary Property Organization Inspection Status 1035 Watervievr Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrrve11971 Builder David Eckert Glazing Library List Name Shgc U-factor DoubleHungVinyl 0.3 0.300 Skyiig�ht None Present Skylight Library is None Present Opaque Door Name Library Type Wall Assignment Foundation Wall Emittance Solar Surface Color Surface Area Location Assignment Absorptance 3 Sliders Balc_ 21/4 Wd Sofid 2x4 Walls 0.9 0.75' Medium 597 ft= Exposed Exterior core Front Door 2-1/4 Wd solid' 2x4 Walls 0.9 0.75 Medium 6.6 1`12 Exposed Exterior core Garage Door' Stl Insulated Walls to Garage 0.9 0.75 Medium 15.4 H2 Unconditioned, Door-0 attached garage Rear SliderTi 2-1/4 Wd solid 2x4 Walls 0.9 0.75 Medium 9.0 ft2 Exposed Exterior core Rear Slider Balc.' 2-1/4 Wd solid 2x4 Walls 0.9 0.75 Medium 13.4 IF Exposed Exterior core Side Utility Door 2-1/4 Wd solid 2x4%'!alis 0.9 0.75 Medium 17.0 IF Exposed Exterior core Opaque Doar It- alry isNEE Name Effective R-value 2-114 Wd solid core 280 SU Insulated Door"0 5.00 4 Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 RESNET'Registered(Confirmed) 0210214.121.1035Waterviewdrivel1971 Builder David Eckert Roof Insulation Name Library Type Attic Exterior Area[ft2] Clay or Concrete Roof Surface Color Surface Area Location Tiles Vaulted R42,Vaulted 2,700 No Medium' 2,700-0 f[Vaulted Roof Roof Insulation Library List Name Has Radiant Barrier Effective R value R-42,Vaulted No 30.247 Whole House Infiltration Infiltration Measurement Type Shelter Class 1471.6 CFM at 50 Pa Blower-door tested 2 Mechanical Ventila�fiion Ventilation Type Ventilation Rate[ft' Operational hours Fan Watts Runs once every Energy Recovery Model Number Manufacturer Minute] per day three hours Percent ERV 102 CFM 24 55 Watts Yes 7T Lighting %Interior Fluorescent %Interior LED Lighting %Exterior Fluorescent %Exterior LED Lighting %Garage Fluorescent %Garage LED Lighting Lighting Lighting Lighting 0 100 0 100 0 100 Onsite Generation None Present 5 Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTIN):0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrivell971 Builder David Eckert 4, 41, List' A tR �,Ohslte-,Geheratid n,VJbr' wv. g Libra ILI'-4 None Present 2 §OlAt Jefafiowi None Present L. i,7*777=7 7 U u M1 None Present �4 �6ifff"I'lM 6 U FIN None Present 4 W66 s" None Present 4, WK None Present C. U, X F MO. onditiol MU.� 0 Name Library Type Serial Number Heating Percent Load Cooling Percent Load Hot Water Percent Location Load Air-source heat pump 6ton60k19SEER10.5hslif 50% 50% 095 Unconditioned 9) Basement I Crawlspace Par-source tic-at pump 36k20.5SEER10-5hspf 50% 50% 09Jo Conditioned Space M Water Healing(1)Demancl-Propane0.95EF 0510 0% 1005o Unconditioned Basement I Cr-.%,jlspace 6 Building Summary Property OrganizationInspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTIN)_0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrive11971 Builder David Eckert Equipment Type: 36ic20.5SEER IDI'l pf Equipment Type Air Source Heat Pump Fuel Type Electric Ustribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency 10.5 HSPF Heating Capacity[kBtu/h] 36 Backup Fuel Type Electric Switcho-ver Temperature['F] 0 Backup Heating Efficiency 1 Adjusted Efficiency Use default Supplemental Heat No - Supplemental Heat[kWJ 5 Cooling Efficiency 20.5 SEER Cooling Capacity(kBtu(h] 36' Equiprt�ent Type: 5ton60k19SEER10.5hspf Equipment Type Air Source Heat Pump - Fuel Type _Electric Distribution Type Forced Air Motor Type ECM(Variable Speed) Heating Efficiency10.5 HSPF Heating Capacity[kBtu/h] 66 Backup Fuel Type Electric Stvdchover Temperature['F] 0 Backup Pleating_Effidency _ - - _ 1 Adjusted Efficiency- Use default Supplemental Heat No SupplementalH-eat[kM - 10 Cooling Efficiency 19 SEER Cooling Capacity[kBtum] 60 Equipment"Cype: [Be ME Equipment Type Residential Water Heater Fuel Type Propane Distribution Type Hydronic Delivery(Radiarif) Hot 1lt/ater Efficiency 0.95 Energy Factor Tankless? Yes 7 Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTIN).0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrive11971 Builder David Eckert Distribufiion System Distribution Type Forced Air Heating Equipment Air-sourceheat pump(2) Cooling Equipment Air-source heat pump(2) Sq.Feet Served 1,57.2 Refum Grilles 1 Supply Duct R Value 8 Return Duct R Value 2-0 Supply Duct Area[ftj 424.44 Return DudArea(ftp] 18.6- Leakage $.6Leakage to Outdoors 18 CFM @ 25Pa(1-75!100 ft2) Total Leakage 80 CFM25 Total Leakage Duct Test Conditions_ Post-Construction Use Default FIow'Rate Yes Duct 1 Dudlocation Crawlspace(unvented,insulated floor only) Percent Supply Area 80 Percenf Re_tum Area 80 Duct 2 Duct Location Conditioned_ Space Percent Supply Area 20 Percent Return Area - 20 Duc[3 Ouct Location Conditioned Space Percent Supply Area 0 Percent Retum Area -0 Duct 4 - Duct Location Cond_itione_d Space Percent Supply Area 0 Percent Return Area 0 Duct S Duct'Location Conditioned Space Percent Supply Area 0 Percent Retu m Area 0 Duct 6 _ _ ..._. Duct _Location Conditioned Space Percent Supply Area U _. ._ Percenf Refum Area 0 8 Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTI N):0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrive11971 Builder David Eckert Distribution System Distribution Type Forced Air Heating Equipment Air-source heat pump(3) Cooling Equipment Air-source heat pump(3) Sq.Feet Served 2,120 9V Return Grilles 1 . Supply Duct R Value 8 Return Duct R Vaiue 8 Supply Duct Area[ftj 5724 Return Duct Area[ftj 106 Leakage to Outdoors_ 5 CFNl @ 25_Pa(0.24/100 ftz) T6W'Eei kage 105 CF(N25 Total Leakage Duct Test Conditions_ Post-Construction Use Default Flaw Rate Yes_ Dud 1 Ducf Location Conditioned Space_ Percent Supply Area 100 Percent Retum Area 100 Dud 2 Duct Location Conditioned_ Space Percent Supply Area 0 Percent Re_tum Area 0 Duct 3 Duct Locatiari Conditioned Space Percent Supply Area 0 Percent ReturnArea 0 Duct 4 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 5 Dud Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 Dud 6 Duct Location Conditioned Space Percent Supply Area 0 Percent Return Area 0 HYA� Gra,d'in,g HVAC�Grading Not Conducted Ceiling i=a•n Has CeTng Fan No Cfm Per Watt 100 9 Building Summary Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold,NY 11971 Michael Catalano Rater ID(RTI N)_0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdrive11971 Builder David Eckert Water Distributlen Water Fodure Type Standard Use Default Hot Water Pipe Length_ No Hot Water Pipe Length[ft] 70 At Least R3 Pipe Insulation? Yes Hot Water Recirculation System? No Recirculation System Ripe Loop Length[ft] 20 Drain Water Heat Recovery? No _ _ Clothes Dryer Cef 2-62 Fuel Type - Electric Field Utilization Timer Controls Is Outside Conditioned c pae_ No Cl4 othes DryerAv_ailab_le Yes Defaufts Type Custom Clothes Washer Label Energy Rating 152 kWWear Annual Gas Cost S12-00 _6dnc Rete 50.121kWh Gas Rate S1.09fCherm Imef 2.05 Defaults Type _ ENERGY STAR Load Type Front-load Loads Per Week _ 6 Is Outside Conditioned Space No Clothes WdV fifer Available Yes ©EffMEN e Dshtiasher Efficiency - - - -753 kWh Distnvasher S¢e Standard Annual Gas Cost S33-112 Electric Rate S0.12/kWh Gas Rate S1.09TThemi is Outside tondttioned Space No rApliances and Confirols rammable thermostat? Yes ge/Oven Fuel Electric vection Oven? Yes ction Range? Yes ge/ovenOutside Conditioned Space? No igeratorConsumption 650_kWhlYear igerator O tside Conditioned Space? No 10 Building Summary Property Organization Inspection Status 1035 WateMew Drive Green Guru LLC 2023-01-21 Southold,M'11971 Michael Catalano Rater ID(RTIN)_0210214 RESNET Registered(Confirmed) 0210214.121.1035Waterviewdgve11971 Builder David Eckert Notes MC NOTES: 11 45L Tax Credit (Pre-2023) Property Organization Inspection Status 1035 Waterview Drive Green Guru LLC 2023-01-21 Southold, NY 11971 Michael Catalano Rater ID (RTIN):0210214 RESNET Registered 0210214.121.1035Waterviewdrivell, Builder (Confirmed) David Eckert RESNET Confirmed Rating This report is valid for new homes sold prior to 1/1/2023. Normalized Modified End-Use Loads (MBtu I Envelope Loads(MBtu I year) year) Category 2006 IECC As Designed Category 20061ECC 50% As Designed 90%Target Target Heating 79.7 64.9 Heating 44.3 44.9 Cooling 6.1 5.5 Cooling 3.4 2.5 Total 85.8 70.4 Total 47.7 47.4 Building Features Ceiling U: 0.033 Heating System: Air Source Heat Pump Wall U: 0.079 Electric• 10.5 HSPF Framed Floor U: 0.032 Cooling System: Air Source Heat Pump Slab R: N/A Electric• 19 SEER Glazing Properties: U-Value: 0.3,SHGC:0.3 Duct Leakage to Outside: 5 CFM @ 25Pa (0.241100 W) This home meets the requirements for the residential energy efficiency tax credit under section 1332, Credit for Construction of New Energy Efficient Homes, of the Energy Policy Act of 2005. Builder should verify that the 45L Tax Credit is available for the year in which this home was built. The undersigned certifier verifies that (1)The dwelling unit has a projected level of annual heating and cooling energy consumption that is at least 50 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone; (2)Building envelope component improvements alone account for a level of annual heating and cooling energy consumption that is at least 10 percent below the annual level of heating and cooling energy consumption of a reference dwelling unit in the same climate zone;and (3)Heating and cooling energy consumption have been calculated in the manner prescribed in section 2.03 of this notice. (4)Field inspections of the dwelling unit(or of other dwelling units under the ENERGY STAR®for Homes Sampling Protocol Guidelines)performed by the eligible certifier during and after the completion of construction have confirmed that all features of the home affecting such heating and cooling energy consumption comply with the design specifications provided to the eligible certifier. `Under penalties of perjury, I declare that I have examined this certification,including accompanying documents,and to the best of my knowledge and belief,the facts presented in support of this certification are true,correct,and complete.' Name: Michael Catalano Signature: Alccrzczel,('a(-a&ne Organization: Green Guru LLC Digitally signed: 3/7/23 at 4:27 PM Ekotrope RATER-Version 4.0.2.3112 All results are based on data entered by Ekotrope users.Ekotrope disclaims all liability for the information sham on this report Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg projected Rating: Based on Plans - Field Confirmation Required. Property/Builder Information ` Building Name Eckert Residence Owner's Name David Eckert Property Address 1035 Waterview Drive City, St, Zip Southold, NY 11971 Phone Number Builder's Name David Eckert Phone Number (516)236-1632 Email Address Deckert@htsteel.com Plan/Model Name Community/Development Identifier/Other Organization. Information Organization Name Green Guru, LLC Address 12 Arbutus Court City, St, Zip Greenlawn, NY 11740 Phone Number 631.398.6906 Website greenguru.org rrRating/RESNET.I.nformation Provider ID 1998-156 . Sample Set ID 00000000 Registry ID Registry Date Registered 06/12/2019 Rater's Name Michael Catalano Rater's ID 0210214 Rater's Email michaet@greenguru.org Last Field Insp 0 Rating Type Projected Rating Reason for Rating New Home Rating Number 121D Rating Permit Date 12/30/2020 REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. ` Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. General Building,LnformationT � Area of Conditioned. Space(sq ft) 3692 Volume of Conditioned. Space 31605 Year Built 2020 Housing Type Single-family detached Level Type(Apartments Only) None Floors on or Above-Grade 2 Number of Bedrooms 4 Foundation Type Enclosed crawl space Foundation is w/in Infiltration Volume: N/A Enclosed Crawl Space Type Vented Number of Stories Including Conditioned Basement 2 Thermal Boundary Location REM Default �Foundation'Wall Information��y Name Library Entry Location Length(ft) Total Depth Height Uo Value Uo Value Height(ft) Below Above Combo* (wall only) Grade(ft) Grade(ft) BasemFoundationWall Uninsulated Enclsd 170.00 3.00 2.00 1.00 0.405 1.504 crwl->amb/grnd BasemFoundationWall Uninsulated Enclsd 18.40 3.00 2.00 1.00 0.405 1.504 crwl->garage/grnd * Uo Value Combo combines wall, airfilm, and soil path Foundation Wa'l'l Library List _ Foundation Wall: Uninsulated Type Solid concrete or stone Thickness(in) 8.0 Studs None Interior Insulation Continuous R-Value 0.0 Frame Cavity R-Value 0.0 Cavity Insulation Grade 3 Ins top 0.00 ft from top of wall Ins Bottom 0.00 ft from bottom of wall REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 15 ' Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Foundation Waal..-I'Library List�A� , Exterior Insulation R-Value 0.0 Ins top 0.00 ft from top of wall Ins bottom 0.00 ft below grade Note FrameFloor Info nation. Nameu Library Entry Location Area(sq ft) Uo Value SecondFloorOvGarage R-30 Btwn cond Ft garage 523 0.047 First Floor R-30 Btwn cond ft enclsd crwl 1548 0.047 Floor Cant. R-30 Btwn cond ft ambient 15 0.047 Frame ,F`loor LibraryList Floor: R-30 Information From Quick Fill Screen Continous Insulation R-Value 0.0 Cavity Insulation R-Value 30.0 Cavity Insulation Thickness (in.) 10.0 Cavity Insulation Grade 3 Joist Size (w x h, in) 1.5 x 11.5 Joist Spacing (in oc) 16.0 Framing Factor- (default) 0.1300 Floor Covering CARPET Note Rim and Band JoistI formation Name Location Area(sq ft) Continuous Framed Cavity Ins Joist Insulation Uo Value Ins Cavity Ins Thk(in) Spacing Grade Rim Joist Cond > 170.00 5.0 30.0 9.5 16.0 1 0.029 ambient Rim Joist to Garage Cond > garage 18.00 0.0 30.0 9.5 16.0 1 0.034 Band Joist Cond > 197.80 5.0 30.0 9.5 16.0 1 0.029 ambient REWRate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 3 of 15 ' Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Above-Grade Wall Name Library Entry Location Exterior Color Area(sq ft) Uo Value 2x6 Walls R-15, R-5 Cont.* Cond > ambient Medium 2942.00 0.054 Walls to Garage R-15**0* Cond > garage Medium 147.20 0.079 Above-Grade Wall--Library List Above-Grade Wall: R-15, R-5 Cont.* Information From Quick Fill Screen Wall Construction Type Standard Wood Frame Continuous Insulation (R-Value) 5.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Above-Grade Wall: R-15**0* Information From Quick Fill Screen Wall Construction Type Standard Wood Frame . Continuous Insulation (R-Value) 0.0 Frame Cavity Insulation (R-Value) 15.0 Frame Cavity Insulation Thickness (in) 3.5 Frame Cavity Insulation Grade 1 Stud Size (w x d, in) 1.5 x 3.5 Stud Spacing (in o.c.) 16.0 Framing Factor- (default) 0.2300 Gypsum Thickness (in) 0.5 Note Window Information L Overhang Interior Adjacent Name Wall Orient U-Value SHGC Area Depth To Top To Btm Winter Summer Winter Summer REWRate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 4 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Assignment (sqft) (ft) (ft) (ft) Shading Shading Shading Shading W1 AGWall1 Northeast 0.300 0.300 15.00 1.0 1.7 6.4 0.85 0.70 None None W1 AGWall1 Northeast 0.300 0.300 15.00 1.0 1.7 6.4 0.85 0.70 None None W1 AGWall1 Northeast 0.300 0.300 15.00 1.0 1.7 6.4 0.85 0.70 None None W1 AGWall1 Northeast 0.300 0.300 15.00 1.0 15.5 20.3 0.85 0.70 None None W2 AGWall1 Northeast 0.300 0.300 13.70 1.0 12.2 16.5 0.85 0.70 None None W2 AGWall1 Northeast 0.300 0.300 13.70 1.0 12.2 16.5 0.85 0.70 None None W1 AGWall1 Southwes 0.300 0.300 15.00 1.0 1.8 6.6 0.85 0.70 None None W3 AGWall1 Southwes 0.300 0.300 19.00 3.0 0.3 6.3 0.85 0.70 None None W4 AGWall1 Southeast 0.300 0.300 29.70 1.0 0.8 5.5 0.85 0.70 None None W4 AGWall1 Southeast 0.300 0.300 29.70 1.0 0.8 5.5 0.85 0.70 None None W5 AGWall1 Southeast 0.300 0.300 28.10 1.0 1.4 6.2 0.85 0.70 None None W6 AGWall1 Southeast 0.300 0.300 55.70 6.7 0.3 6.2 0.85 0.70 None None Front Door AGWaII 1 Southeast 0.300 0.300 5.80 6.7 1.4 7.2 0.85 0.70 None None W7 AGWall1 Northwes 0.300 0.300 24.90 1.0 4.5 29.4 0.85 0.70 None None DoorWinatBalc AGWall1 Northwes 0.300 0.300 28.60 1.0 4.5 33.1 0.85 0.70 None None W8 AGWall1 Northwes 0.300 0.300 14.20 1.0 1.8 16.0 0.85 0.70 None None W9 AGWall1 Northwes 0.300 0.300 29.20 1.0 2.3 31.5 0.85 0.70 None None W10 AGWall1 Northwes 0.300 0.300 18.80 1.0 1.0 19.8 0.85 0.70 None None Slider#1 AGWall1 Northwes 0.300 0.300 28.60 1.0 1.1 29.7 0.85 0.70 None None 3 Sliders AGWaII 1 Northwes 0.300 0.300 85.80 5.2 0.9 86.7 0.85 0.70 None None 3 Sliders top AGWall 1 Northwes 0.300 0.300 13.30 5.2 0.9 14.2 0.85 0.70 None None Trans Slider#1 AGWall1 Northwes 0.300 0.300 4.40 1.0 0.9 5.3 0.85 0.70 None None Trans Door°Informafiion. atio Name Library Entry Wall Assignment Opaque Uo Value R-Value of Storm Door Area(sq ft) Opaque Area Front Door 2-1/4 Wd solid core AGWall 1 6.6 0.268 2.8 No Side Utility Door 2-1/4 Wd solid core AGWall. 1 17.0 0.268 2.8 No Rear Slider Balc. 2-1/4 Wd solid core AGWall 1 13.4 0.268 2.8 No Rear Slider#1 2-1/4 Wd solid core AGWall 1 9.0 0.268 2.8 No 3 Sliders Balc. 2-1/4 Wd solid core AGWatl 1 59.7 0.268 2.8 No Garage Door St( Insulated Door**0* AGWall 2 15.4 0.168 5.0 No REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 5 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. LRoof Information Name Library Ceiling Roof Exterior Radiant Type Uo Value Cement or Roof Tile Entry Area(sq ft) Area(sq ft) Color Barrier Clay Tiles Ventilation Flat Ceiling R-38 Attic 2112.00 2640.00 Medium No Attic 0.026 No No Batt***0* [-koof Library List Ceiling: R-38 Attic Batt***0* Information From Quick Fill Screen Continous Insulation (R-Value) 25.0 Cavity Insulation (R-Value) 13.0 Cavity Insulation Thickness (in) 3.5 Cavity Insulation Grade 1 Gypsum Thickness (in) 0.500 Insulated Framing Size(w x h, in) 1.5 x 3.5 Insulated Framing Spacing (in o.c.) 16.0 Framing Factor- (default) 0.1412 Ceiling Type Attic Note REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 6 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg projected Rating: Based on Plans - Field Confirmation Required. Mechanical, Equipment . Number of Mechanical Systems 4 Heating SetPoint(F) 68.0 Heating Setback Thermostat Present Cooling SetPoint(F) 78.0 Cooling Setup Thermostat Present DHW SetPoint(F) 125.0 I.PHW: Demand-Pro0ane0.95EF* Water Heater Type Instant water heater Fuel Type Propane Energy Factor 0.95 Recovery Efficiency 0.00 Water Tank Size (gallons) 0 Extra Tank Insulation (R-Value) 0.0 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 100 'Heat��Inst.�Pro. Boile.rN2'40E** - SystemType Fuel-fired air distribution Fuel Type Propane Rated Output Capacity (kBtuh) 120.0 Seasonal Equipment Efficiency 95.0 AFUE Auxiliary Electric 1121 Eae Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 100 [Cook 116SEERA/C 1..5ton**= REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. - Page 7 of 15 ` Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg projected Rating: Based on Plans - Field Confirmation Required. �Mechanical�Equipment System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 18.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Uncond bsmnt/enclosed crawl Performance Adjustment 100 Percent Load Served 43 Cool: "1.6SEER.A/C 2ton** _J System Type Air conditioner Fuel Type Electric Rated Output Capacity (kBtuh) 24.0 Seasonal Equipment Efficiency 16.0 SEER Sensible Heat Fraction (SHF) 0.70 Note Number Of Units 1 Location Attic Performance Adjustment 100 Percent Load Served 57 DHW'6Mciencies All bath faucets Et showers <=2gpm false All DHW pipes fully insulated >= R-3 true Recirculation type None (standard system) Farthest fixture to DHW heater 50 TOTAL Pipelength for longest DHW run 70 DWHR unit present? false DHW Diagnostics dhwGpd 52.12 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 8 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.b(g Projected Rating: Based on Plans - Field Confirmation Required. DHW.Efficiencies j peRatio 0.66 dishwasherGpd 5.10 clothesWasherHotWaterGPD -0.09 EDeff 0.93 ewaste 21.47 tmains 57.60 dwhrWhlnletTempAdj 0.00 pumpConsKwh 0.00 pumpConsMmbtu 0.00 REWRate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 9 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Duct Systems Name First Floor Main Conditioned Floor Area(sq ft) 1572.0 #of Returns 1 Heating System Inst.PropBoilerN240E** Cooling System 16SEER A/C 1.5ton** Supply Duct Surface Area(sq ft) 318.3 Return Duct Surface Area(sq ft) 59.0 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Conditioned space 20.0 8.0 Enclosed crawl space 80.0 8.0 Return Conditioned space 20.0 8.0 Enclosed crawl space 80.0 20.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test LtO (Leakage to Outside) Total Duct Leakage Supply Et Return 25.00 CFM @ 25 Pascals 45.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable Name Second Floor Main Conditioned Floor Area(sq ft) 2120.0 #of Returns 1 Heating System Inst.PropBoilerN240E** REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 10 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Duct Systems !Cooling System 16SEER A/C 2ton** Supply Duct Surface Area(sq ft) 429.3 Return Duct Surface Area(sq ft) 79.5 No bldg cavities used as ducts TRUE Type Location Percent Location R-Value Supply Attic, exposed 100.0 8.0 Return Attic, exposed 100.0 8.0 Test Exemptions IECC FALSE RESNET 2019 FALSE ENERGY STAR LtO FALSE Duct Leakage Input Type Measured Test Type Both Tested Duct Test Stage Postconstruction Test Lt0 (Leakage to Outside) Total Duct Leakage Supply 8 Return 25.00 CFM @ 25 Pascals 45.00 CFM @ 25 Pascals Supply Only Not Applicable Return Only Not Applicable REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 11 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. on and Mechanical, FInfiltrati Whole Dwelling Infiltration Input Type Blower door Heating Season Infiltration Value 3.00 ACH @ 50 Pascals Cooling Season Infiltration Value 3.00 ACH @ 50 Pascals Shelter Class 2 Code Verification Tested Mechanical Ventilation for IAQ Type Exhaust Only Unable to Measure Mechanical Ventilation FALSE Rate(cfm) 75 Adjusted Sensible Recovery Efficiency(%) 0.00 Adjusted Total Recovery Efficiency(%) 0.00 Hours per Day 24.0 Fan Power (watts) 45.00 ECM Fan Motor false Ventilation Strategy for Cooling Cooling Season Ventilation Whole House Fan Good Air Exchange for Multi-Family NA REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 12 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg projected Rating: Based on Plans - Field Confirmation Required. Lights and Appliances Rating/RESNET audit Ceiling Fan CFM / Watt 0.00 Refrigerator kWh/yr 650 Refrigerator Location Conditioned Range/Oven Fuel Type Electric Induction Range Yes Convection Oven Yes Dishwasher Energy Factor 0.46 Dishwasher kWh/yr 0 Place Setting Capacity 12 Clothes Dryer Fuel Type Electric Location Conditioned Moisture Sensing No CEF 2.62 Clothes Washer Location Conditioned LER (kWh/yr) 96 IMEF 3.060 Capacity (CU.Ft) 3.810 Electricity Rate 0.11 Gas Rate 1.22 Annual Gas Cost 11.00 Qualifying Light Fixtures Interior Lights% 0.0 Exterior Lights % 0.0 Garage Lights% 0.0 Interior LEDs% 90.-0 Exterior LEDs% 90.0 Garage LEDs% 90.0 REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 13 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg Projected Rating: Based on Plans - Field Confirmation Required. Mandatory�Requirements IECC Requirements Verified IECC 06 true Verified IECC 09 true Verified IECC 12 true Verified IECC 15 true Verified IECC 18 true Verified NY-ECCC 2020 true Verified IECC MI false Verified IECC NC 2018 false EPA Requirements Rater certifies that the home complies with the following requirements for: ENERGY STAR v3.1 Rater Design Review Checklist Rater Field Checklist HVAC Design Report HVAC Commissioning Checklist (optional) ENERGY STAR Version 3 Appliances Amount Refrigerators 1 Ceiling Fans 0 Exhaust Fans 1 Dishwashers 1 ENERGY STAR Multi-Family Checks Clothes washer is in a category with no ENERGY STAR options. NA Clothes dryer is in a category with no ENERGY STAR options. NA Apt or Townhome uses'Class AW'Windows. NA ENERGY STAR Version 3 Basements Basement Wall Area 50% Below Grad: true Basement Floor Area 768.00 Slab Insulation Exemption: false Indoor airPlus Verification Checklist false EPA Field App ID REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 14 of 15 Building Summary Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el 1971.meb.blg [iDOE Zero Energy Ready, Home Home Builder ID Number Mandatory Requirements Verified Fenestration false Verified Insulation false Verified Duct Location false Verified Appliance false Verified Lighting false Verified Fan Efficiency false Verified Water Efficiency false Verified EPA Indoor airPLUS false Verified Renewable Energy Ready Solar Electric false Optional Home Builder Commitments for Recognition Certified under the EPA WaterSense for New Homes Program No Certified under the IBHS fortified for Safer Living Program No Followed the DOE Zero Energy Ready Home Quality No Management Guidelines The buyer of this home signed a waiver giving DOE Zero Energy No Ready Home access to utility bill data for one year. r------------ - - --- - - - --- - -- - 7 Active Solar _ System Type None Collector Loop Type None Collector Type None Collector Orientation None Area(sq ft) 0.0 Tilt(degrees) 0.0 Volume(cu ft/gal) 0.0 Notes__ MC NOTES:__..—. Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 15 of 15 y Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Date: 2/25/2021 Building Information Conditioned Area (sq ft) 3692 Conditioned Volume (cubic ft) 31605 Insulated Shell Area (sq ft) 7673 The building assemblies and the energy features listed below have been modeled to demonstrate compliance with the IECC utilizing the Simulated Performance Path. At times the energy features listed below will change in the field from what has been input in the analysis. Green Guru, LLC's field inspection process will identify any changes to ensure that the home continues to meet the intent of the IECC. Reports and certificates will be furnished before CO to ensure that the house meets the intent of the IECC. Ceilings [ ] 1. Attic: R-38 Attic Batt***0* (2112 s.f.) R-25.0 continuous insulation, R-13.0 cavity insulation. Name: Flat Ceiling Insulation Grade: 1 II III Face / Inset Comments/Location Above-Grade Walls [ ] 1. Wall: R-15, R-5 Cont.* (2942 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-15.0 cavity insulation. Name: 2x6 Walls Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall: R-15**0* (147 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-15.0 cavity insulation. Name: Walls to Garage Insulation Grade: 1 II III Face / Inset Comments/Location Projected Rating: Based on Plans - Field Confirmation Required. Windows and Skylights Window-to-Wall Area Ratio: 0.17 [ ] 1. Window: DoubleHungVinyl************** (15 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W1 Orientation: Northeast Comments/Location REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.big Date: 2/25/2021 Windows and Skylights [ ] 2. Window: DoubleHungVinyl************** (15 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W1 Orientation: Northeast Comments/Location [ ] 3. Window: DoubleHungVinyl************** (15 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W1 Orientation: Northeast Comments/Location [ ] 4. Window: DoubleHungVinyl************** (15 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W1 Orientation: Northeast Comments/Location [ ] 5. Window: DoubleHungVinyl************** (14 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W2 Orientation: Northeast Comments/Location [ ] 6. Window: DoubleHungVinyl************** (14 s.f., Northeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W2 Orientation: Northeast Comments/Location [ ] 7. Window: DoubleHungVinyl************** (15 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W1 Orientation: Southwest Comments/Location Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 2 of 9 Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Prpjected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Date: 2/25/2021 Windows and Skylights [ ] 8. Window: DoubleHungVinyl************** (19 s.f., Southwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W3 Orientation: Southwest Comments/Location [ ] 9. Window: DoubleHungVinyl************** (30 s.f., Southeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W4 Orientation: Southeast Comments/Location [ ] 10. Window: DoubleHungVinyl************** (30 s.f., Southeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W4 Orientation: Southeast Comments/Location [ ] 11. Window: DoubleHungVinyl************** (28 s.f., Southeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W5 Orientation: Southeast Comments/Location [ ] 12. Window: DoubleHungVinyl************** (56 s.f., Southeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W6 Orientation: Southeast Comments/Location [ ] 13. Window: DoubleHungVinyl************** (6 s.f., Southeast), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Front Door Orientation: Southeast Comments/Location Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 3 of 9 1 Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg Date: 2/25/2021 Windows and Skylights [ ] 14. Window: DoubleHungVinyl************** (25 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W7 Orientation: Northwest Comments/Location [ ]. 15. Window: DoubleHungVinyl************** (29 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: DoorWinatBalc Orientation: Northwest Comments/Location [ ] 16. Window: DoubleHungVinyl************** (14 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W8 Orientation: Northwest Comments/Location [ ] 17. Window: DoubleHungVinyl************** (29 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W9 Orientation: Northwest Comments/Location [ ] 18. Window: DoubleHungVinyl************** (19 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: W10 Orientation: Northwest, Comments/Location [ ] 19. Window: DoubleHungVinyl************** (29 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Slider#1 Orientation: Northwest Comments/Location Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 4 of 9 s Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el 1971.meb.blg Date: 2/25/2021 Windows and Skylights [ ] 20. Window: DoubleHungVinyl************** (86 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 3 Sliders Orientation: Northwest Comments/Location [ ] 21. Window: DoubleHungVinyl************** (13 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: 3 Sliders top Trans Orientation: Northwest Comments/Location [ ] 22. Window: DoubleHungVinyl************** (4 s.f., Northwest), U-Value: 0.300, SHGC: 0.300 For windows without labeled U-factors, describe features: Name: Slider#1 Trans Orientation: Northwest Comments/Location Doors [ ] 1. Door: 2-1/4 Wd solid core (7 s.f.), R-Value 2.8 Comments/Location [ ] 2. Door: 2-1/4 Wd solid core (17 s.f.), R-Value 2.8 Comments/Location [ ] 3. Door: 2-1/4 Wd solid core (13 s.f.), R-Value 2.8 Comments/Location [ ] 4. Door: 2-1/4 Wd solid core (9 s.f.), R-Value 2.8 Comments/Location [ ] 5. Door: 2-1/4 Wd solid core (60 s.f.), R-Value 2.8 Comments/Location Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 5 of 9 I Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Date: 2/25/2021 Doors [ ] 6. Door: Stl Insulated Door**0* (15 s.f.), R-Value 5.0 Comments/Location Frame Floors [ ] 1. Floor: R-30 (523 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: SecondFloorOvGarage Insulation Grade: I II III Face / Inset Comments/Location [ ] 2. Floor: R-30 (1548 s.f.), Between conditioned space and enclosed crawl space R-0.0 continuous insulation, R-30.0 cavity insulation. Name: First Floor Insulation Grade: I II III Face / Inset Comments/Location [ ] 3. Floor: R-30 (15 s.f.), Between conditioned space and ambient conditions R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Floor Cant. Insulation Grade: 1 II III Face / Inset Comments/Location Slab Floors N/A Foundation Walls [ ] I. Wall: Uninsulated (510 s.f.), Between enclosed crawl space and ambient/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: BasemFoundationWall Insulation Grade: 1 II III Face / Inset Comments/Location [ ] 2. Wall:,Uninsulated (55 s.f.), Between enclosed crawl space and garage/ground R-0.0 interior continuous insulation, R-0.0 interior cavity insulation, R-0.0 exterior insulation. Name: BasemFoundationWall Insulation Grade: 1 II III Face / Inset Comments/Location Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 6 of 9 Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv el1971.meb.blg Date: 2/25/2021 Rim and Band Joists [ ] 1. Joist: Rim Joist (170 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-30.0 cavity insulation. Name: Rim Joist Insulation Grade: I II III Face / inset Comments/Location [ ] 2. Joist: Rim Joist to Garage (18 s.f.), Between conditioned space and garage R-0.0 continuous insulation, R-30.0 cavity insulation. Name: Rim Joist to Garage Insulation Grade: I II III Face / inset Comments/Location [ ] 3. Joist: Band Joist (198 s.f.), Between conditioned space and ambient R-5.0 continuous insulation, R-30.0 cavity insulation. Name: Band Joist Insulation Grade: 1 II III Face / inset Comments/Location Mechanical Equipment [ ] 1. Water Heating: Instant water heater, Propane, 0.95 EF, 0.0 Gal. Make and Model Number [ ] 2. Heating: Fuel-fired air distribution, Propane, 95.0 AFUE. Make and Model Number [ ] 3. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number [ ] 4. Cooling: Air conditioner, Electric, 16.0 SEER. Make and Model Number Mechanical Ventilation System [ ] Mechanical ventilation system rated for, and capable of, providing continuous ventilation. System shall include automatic timing controls. System type: Exhaust Only, 75 cfm, 24.0 hrs/day, 45.0 watts. System descriptionmake) Projected Mating: Based on Plans - Field.Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 7 of 9 19 Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631:398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv e11971.meb.blg Date: 2/25/2021 Air Leakage Control [ ] Blower Door Test at Final [ ] House is air-sealed so as to achieve 3.00 ACH50 or less at final blower door test. (Max CFM50 is: 1580) [ ] Visual inspection at rough for mandatory code air barrier and insulation features. Infiltration Requirements for IECC 2009 IECC Infiltration limit for the design home is 7 ACH50. 2012 IECC Infiltration limit for the design home is 3 ACH50. 2015-2018 IECC Infiltration limit for the design home is 3 ACH50. Duct Leakage (if not exempt from testing) [ ] Duct System 1 Leakage to Outside and Total Duct Leakage [ ] Duct System 1 Leakage to Outside is specified in REM/Rate at 25.000 CFM @ 25 Pascals [ ] Duct System 1 Total Duct Leakage is specified in REM/Rate at 45.000 CFM @ 25 Pascals [ ] Duct System 2 Leakage to Outside and Total Duct Leakage [ ] Duct System 2 Leakage to Outside is specified in REM/Rate at 25.000 CFM @ 25 Pascals [ ] Duct System 2 Total Duct Leakage is specified in REM/Rate at 45.000 CFM @ 25 Pascals Duct Leakage Code Requirements for IECC 2009 IECC: Postconstruction Leakage Test: Duct Leakage to Outdoors <=8 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=6 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. 2012 IECC and Prescriptive Path for 2015-2018 IECC: Postconstruction Leakage Test: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test with AHU: Total Duct Leakage <=4 CFM25 / 100 sq ft CFA. Rough in Test without AHU: Total Duct Leakage <= 3 CFM25 / 100 sq ft CFA. 2015-2018 IECC Performance Path (Cost Compliance): Requires ducts be tested and reported, but has no compliance thresholds. Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 8 of 9 Energy Code Inspection Checklist Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Registry ID: Eckert Residence David Eckert 0210214.121 D.1 035Waterviewd riv el 1971.meb.blg Date: 2/25/2021 Notes Projected Rating: Based on Plans - Field Confirmation Required. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. Page 9 of 9 • 2018 IECC Energy Cost Compliance Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv Annual Energy Cost $/yr 2018 IECC As Designed Heating 380 349 Cooling 181 126 Water Heating 117 117 Mechanical Ventilation Fan 35 59 SubTotal - Used to Determine Compliance 714 651 Lights Et Appliances (minus MechVent) 1107 1066 Photovoltaics -0 -0 Service Charge 192 192 Total 2013 1909 Mandatory Requirements Annual Energy Cost Check PASSES Duct Insulation R-Value Check (per Section 405.2) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (2018 IECC) PASSES Projected Rating: Based on Plans - Field Confirmation Required. This home MEETS the annual energy cost requirements of Section 405 of the 2018 International Energy Conservation Code based on a climate zone of 4A. In fact, this home surpasses the requirements by 8.8%. nn Name Michael Catalano Signature �Z2�.�C 4&� Organization Green Guru, LLC Date 25 February 2021 In accordance with IECC, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the 2018 IECC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. ©1985-2021 NORESCO, Boulder, Colorado. s HOME CERTIFIED TO MEET THE PROVISIONS OF THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE This home built at 1035 Waterview Drive, Southold, NY by David Eckert exceeds the minimum requirements Projected Rating: Based on Plans - Field Confirmation Required. Building Features Ceiling Flat 38 Sealed Attic: A kotal Fakage: 25.00 CFM C�leter, cats Vaulted Ceiling A u 45.00 CFM cals Above Grade Walls -2 .0 tg:3.00 ClgACH50 Foundation Walls 0. U-Value:0.3GC:0.300 Exposed Floor -3 .0 Fuel-fired aibution,Propane,95.0 AFUE. Slab on Air conditionctric,16.0 SEER. aInstant wate Propane,0.95 EF,0.0 Gal. The organization below certifies that the proposed building design described herein 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 compliance with Chapter 4 based on Climate Zone 4A and with all mandatory requirements. Name Michael Catalano Signatureefurae� �ure Organization Green Guru,LLC Date 25 February 2021 The 2018 International Energy Conservation Code is a registered trademark of the International Code Council,Inc.("ICC"). No version of this software has been reviewed or approved by ICC or its affiliates. REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 NY-ECCC 2020 Energy Cost Compliance Property Organization HERS David Eckert Green Guru, LLC Projected Rating 1035 Waterview Drive 631.398.6906 0 Southold, NY 11971 Michael Catalano Rating No:121 D RaterID:0210214 Weather:Riverhead, NY Builder Eckert Residence David Eckert 0210214.121 D.1035Waterviewdriv Annual Energy Cost $/yr NY-ECCC 2020 As Designed Heating 381 349 Cooling 181 126 Water Heating 117 117 Mechanical Ventilation Fan 35 59 SubTotal- Used to Determine Compliance 714 651 Lights Et Appliances (minus MechVent) 1107 1066 Photovoltaics -0 -0 Service Charge 192 192 Total 2014 1909 Mandatory Requirements Annual Energy Cost Check PASSES Duct Insulation R-Value Check (per Section 405.2) PASSES Window U-Value and SHGC Check (per Section 402.5) PASSES Home Infiltration (Section 402.4.1) PASSES Duct Testing (Section 403.3.3) PASSES Mechanical Ventilation (Section 403.6) PASSES Mechanical Ventilation Fan Efficacy (Section 403.6.1) PASSES Mandatory Requirements Check Box (NY-ECCC 2020) PASSES Projected Rating: Based on Plans - Field Confirmation Required. This home MEETS the annual energy cost requirements of Section 405 of the Energy Conservation Construction Code of New York-2020 in climate zone 4A. In fact, this home surpasses the requirements by 8.8%. Name Michael Catalano Signature Organization Green Guru, LLC Date 25 February 2021 In accordance with NY-ECCC 2020, building inputs, such as setpoints, infiltration rates, and window shading may have been changed prior to calculating annual energy cost. Furthermore, the standard reference design HVAC system efficiencies are set equal to those in the design home as specified in the NY-ECCC. These standards are subject to change, and software updates should be obtained periodically to ensure the compliance calculations reflect current federal minimum standards. REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 New York Compliance Certificate Project Title: Eckert Residence Projected Rating: Based on Plans - Field Confirmation Required. Report Date 0 Data Filename 0210214.121D.1035Waterviewdrive11971.meb.blg Energy Code 2018 IECC as amended in the 2020 New York State Energy Conservation Construction Code Permit# Location Riverhead, NY Construction Type Single-family detached Permit Date Heating Type Propane Glazing Area Percentage 17% Heating Degree Days 5294 HERS Index 51 Construction Site Owner/Agent Designer/Contractor HERS Rater 1035 Waterview Drive David Eckert David Eckert Green Guru, LLC Southold, NY 11971 1035 Waterview Drive Michael Catalano Southold, NY 11971 Certification#0210214 (516)236-1632 631.398.6906 Building Information Conditioned Area (sq ft) Conditioned Volume (cubic ft) 31605 Insulated Shell Area (sq ft) 7673 The items below will be inspected for energy code certification. Any deviation from these specifications should be brought to the attention of the HERS Rater, as soon as possible to assure that the project will still comply with energy code requirements. Compliance (must pass either UA or Performance Path) Code Compliance Pass UA Path Pass Performance Path Pass Duct R-Value Pass Maximum Energy Cost($/yr) 2014 Maximum UA 528 Your Home Energy Cost($/yr) 1909 Your Home UA 488 Better Than Code (Perf) 8.8% Better Than Code (UA) 7.5% Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Ceilings Roof 1: R-38 Attic Batt***0* 2112 13.0 25.0 55 Above-Grade Walls AG Wall 1: R-15, R-5 Cont.* 2942 15.0 5.0 160 AG Wall 2: R-15**0* 147 15.0 0.0 12 Joist 1: Cond -> ambient 170 30.0 5.0 0 REM/Rate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. 4 REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 New York Compliance Certificate Gross Area Cavity Cont. Glazing or Door Assembly or Perimeter R-Value R-Value U-Factor UA Joist 2: Cond > garage 18 30.0 0.0 0 Joist 3: Cond > ambient 198 30.0 5.0 0 Window 1: DoubleHungVinyl****`********* 518 0.300 155 Door 1: 2-1/4 Wd solid core 7 0.357 0 Door 2: 2-1/4 Wd solid core 17 0.357 0 Door 3: 2-1/4 Wd solid core 13 0.357 0 Door 4: 2-1/4 Wd solid core 9 0.357 0 Door 5: 2-1/4 Wd solid core 60 0.357 0 Door 6: Stl Insulated Door**0* 15 0.200 0 Floors Over Garage Floor 1: R-30 523 30.0 0.0 25 Floors Over Ambient Floor 3: R-30 15 30.0 0.0 1 Floors Over Uncond. Crawl Space Floor 2: R-30 1548 30.0 0.0 73 Duct Insulation R-Value Crawl Space, Supply: 255 8.0 Crawl Space, Return: 47 20.0 Attic, Supply: 429 8.0 Attic, Return: 80 8.0 Infiltration Htg: 3.00 Clg: 3.00 ACH50 Mechanical Equipment Water Heating: Instant water heater, Prop, 0.95 EF. Heating: Fuel-fired air distribution, 120.0 kBtuh, 95.0 AFUE. Cooling: Air conditioner, 18.0 kBtuh, 16.0 SEER. Cooling: Air conditioner, 24.0 kBtuh, 16.0 SEER. Required signatures vary depending upon state and or local codes, requirements and regulations. Check with your local building department to determine which signatures are required for your application. Builder or Authorized Employee I certify that the home listed above shall be built to meet or exceed all requirements of the 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. Name - Title Signature Date Rater I, Michael Catalano of Green Guru, LLC, certify that the home listed above, as modeled meets or exceeds all requirements of the REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. 0 1985-2021 NORESCO, Boulder, Colorado. Page 2 of 3 0 ` REM/Rate - Residential Energy Analysis and Rating Software v16.0.6 New York Compliance Certificate 2018 IECC as amended by the 2020 New York State Energy Conservation Construction Code and all current energy codes specific to the local jurisdiction in which the home is built. RATER usa I further attest that I am a certified Home Energy Rater and affiliated with , a HERS Provider accredited by RESNET and adhering to the requirements of the Residential Energy Services Network RESNET Standards. Michael Catalano, HERS Rater 02.25.21 Name -Title Signature Date Projected Rating: Based on Plans - Field Confirmation Required. REWRate- Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings. © 1985-2021 NORESCO, Boulder, Colorado. Page 3 of 3 v Home Energy Rating Certificate Property HERS Eckert Residence Rating Type: Projected Rating Certified Energy Rater: Michael Catalano David Eckert Rating Date: 0 Rating Number: 121D 1035 Waterview Drive Registry ID: Southold,NY 11971 Estimated Annual Energy Cost Projected Rating: Based on Plans - Field Confirmation Required. Use MMBtu Cost Percent HERS Index: 51 Efficient Home Comparison: 49% Better Heating 70.1 $326 18% General Information Cooling 1.2 $51 3% Conditioned Area 3692 sq.ft. House Type Single-family detached Hot Water 11.4 $57 3% Conditioned Volume 31605 cubic ft. Foundation Enclosed crawl space Lights/Appliances 25.8 $1136 64% Bedrooms 4 Photovoltaics -0.0 $.0 -0% Service Charges $192 11% Mechanical Systems Features Total 108.5 $1762 100% Water Heating: Instant water heater,Propane,0.95 EF,0.0 Gal. Heating: Fuel-fired air distribution,Propane,95.0 AFUE. Criteria Cooling: Air conditi mer,Elects 16.0 S I his 5 TERI cee s the minimum criteria for the following: Duct Leakage to Outside 50.00 CFM' 2015 Iance Ventilation System Exhaust On y: 5 cfm,4 0 watt . 2015 I Programmable Thermostat Heat=Yes; oo=Yes 2 M 18 Iance 2018 IBuilding Shell Features ECCC 2020 Ceiling Flat R-38.0 Sla N neIk f Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value:0.300,SHGC:0.300 Above Grade Walls R-20.0 Infiltration Rate 3.00 ACH50 Foundation Walls R-0.0 Method Blower door RESNET Provider:RATERusa www.raterusa.com Lights and Appliance Features 1-855-273-7872 Interior Fluor Lighting(%) 0.0 Range/Oven Fuel Electric HERS Rater:Green Guru,LLC Interior LED Lighting(%) 90.0 Clothes Dryer Fuel Electric michael@greenguru.org Refrigerator(kWh/yr) 650 Clothes Dryer CEF 2.62 1-631-398-6906 Dishwasher Energy Factor 0.46 Ceiling Fan(cfm/Watt) 0.00faMTnaMguyMer.70k` REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 This information does not constitute any warranty of energy costs or savings.O 1985-2021 NORESCO,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. HERS PERFORMANCE HE'RS®Inde More Energy ENERGY "I " Existing 130 RATING Homes !1120 Standard 1 110 C E RT I F I CAT E New Home 100 e0 7o Projected Rating: Based on Plans - Field 5o m'S1 m. Confirmation Required. 1?- AIPT y e e Estimated Annual Energy Cost Estimated Annual Energy Consumption _......._... —--------------._........_..--------- -... __... - - 2000 1;762-_ ` 1 -109:0-- ` 1500' 1,136 �180.0 1000 60.0 - tu 500 40.0 11-0 2 — — 20.0 W� _rJ �i 0.0 r- c r- exWZ Y c c c ° u m aroi o v ~ ro g v = u _ +7 on o U L O CC on O b J t G J L 3 °" Name Eckert Residence Annual Estimates* RESNET Provider:RATERusa Address 1035 Waterview Drive Electric(kWh): 8453 www.raterusa.com Southold,NY 11971 Propane(Gallons): 872 1-855-273-7872 House Type Single-family detached CO2 emissions(Tons):7 Certified Rater Michael Catalano Cond.Area 3692 sq.ft. Annual Savings": $1699 Rater ID 0210214 Rating No. 121D "Based on standard operating conditions Registry ID Issue Date February 25,2021 ""Based on a HERS 130 Index Home Rating Date 0 Certification Inspected and Tested Signature REM/Rate-Residential Energy Analysis and Rating Software v16.0.6 i This information does not constitute any warranty of energy costs or savings.O 1985-2021 NORESCO,Boulder,Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. Load Short Form Job: 0210214.121D.1035Water... Date: Feb 24,2021 Entire House By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michaei@greenguru.org Web:www.greenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 15 85 Method Blower door Inside db (°F) 68 75 Shielding /stories 2 (few obstructions)12 Design TD (°F) 53 10 Pressure/AVF 50 Pa / 1652 cfm Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Trane Trade NAVIEN Trade Model NCB-240/130H Cond (mixed) AHRI ref 205400818 Coil AHRI ref Efficiency 95 AFUE Efficiency 0 SEER Heating input 130000 Btuh Sensible cooling 0 Btuh Heating output 120000 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AH2 - Upper 2002 23676 16949 700 700 AH1 - Lower 1545 19662 12700 525 525 Entire House 3547 43338 29648 1225 1225 Other equip loads 5702 1071 Equip. @ 0.90 RSM 27617 Latent cooling 4700 TOTALS 1 3547 1 49039 1 32317 1 1225 1 1225 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. Wrightsoft® 2021-Feb-2513:23:46 �� AMRak/bkshLe NaNaray Company Right-Suite@ Universal 2021 21.0.03 RSU26941 Page 1 "ZCP� ...er\2021\20.1035 Water Drive\1035WaterDrive.rup Calc=MJ8 Front Door faces:SW i �1 Load Short Form Job: 0210214.121D.1035Water... Date: Feb 24,2021 AHI - Lower By: I j Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 15 85 Method Blower door Inside db (°F) 68 75 Shielding /stories 2 (few obstructions) /2 Design TD (°F) 53 10 Pressure /AVF 50 Pa / 1456 cfm Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Trane Trade NAVIEN Trade TRANE Model NCB-240/130H Cond 4TTL6018A1 AHRI ref 205400818 Coil GMU2AEB37 AHRI ref 202410006 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 130000 Btuh Sensible cooling 12740 Btuh Heating output 120000 Btuh Latent cooling 5460 Btuh Temperature rise 208 OF Total cooling 18200 Btuh Actual air flow 525 cfm Actual air flow 525 cfm Air flow factor 0.027 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.84 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Family 475 7383 4051 197 167 Pantry 24 468 173 12 7 Bath 40 349 233 9 10 Den 280 3550 3102 95 128 Utility 40 0 0 0 0 Kitch/Dining 466 4515 3043 121 126 Hall 20 0 0 0 0 Chase 10 0 0 0 0 Stair Up 52 0 0 0 0 Entry Foyer 138 3397 2097 91 87 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft® 2021-Feb-25 13:23:46 �1 .,,k•,e„tr,,,,,,,„„ wm,,,, Right-Sulte(2)Universal 2021 21.0.03 RSU26941 Page 2 �C� ...er\2021\20.1035 Water Drive\1035WaterD rive.rup Calc=MJ8 Front Door faces:SW f AH1 - Lower 1545 19662 12700 525 525 Other equip loads 2630 2201 Equip. @ 0.90 RSM 13395 Latent cooling 2881 TOTALS 1545 22292 16276 525 525 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2021-Feb-25 13:23:46 ��� pNrtaN/WbhLa NeMxW Compem/ Right-Suite®Universal 2021 21.0.03 RSU26941 Page 3 �C� ...er\2021\20.1035 Water Drive\1 035WaterD rive.rup Calc=MJB Front Door faces:SW A Load 1,, Load Short Form Job: 0210214.121D.1035Water... Date: Feb 24,2021 AH2 - Upper By: I j Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Design Information Htg Clg Infiltration Outside db (°F) 15 85 Method Blower door Inside db (°F) 68 75 Shielding /stories 2 (few obstructions) /2 Design TD (°F) 53 10 Pressure/AVF 50 Pa / 1456 cfm Daily range - L Inside humidity (%) 35 50 Moisture difference (gr/Ib) 26 31 HEATING EQUIPMENT COOLING EQUIPMENT Make NAVIEN, INC. Make Trane Trade NAVIEN Trade TRANE Model NCB-240/130H Cond 4TTR40251_1 AHRI ref 205400818 Coil 4TXCB004DS3+S9V2B060U3PSB AHRI ref 202282089 Efficiency 95 AFUE Efficiency 13.0 EER, 16 SEER Heating input 130000 Btuh Sensible cooling 17360 Btuh Heating output 120000 Btuh Latent cooling 7440 Btuh Temperature rise 156 °F Total cooling 24800 Btuh Actual air flow 700 cfm Actual air flow 700 cfm Air flow factor 0.030 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.82 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) 131 W.I.0 54 858 177 25 7 Bed#1 319 4327 3113 128 129 Laundry 42 124 715 4 30 Bath#2 50 676 201 20 8 B3 CL 21 0 0 0 0 B3 C12 21 0 0 0 0 Bed#3 168 2920 2668 86 110 Stair Down 48 0 0 0 0 2nd Floor Hall 185 0 0 0 0 B2 Cl. 32 0 0 0 0 Bed#2 299 4678 3080 138 127 W.I.C. 168 1416 1070 42 44 Masterbed 399 6928 4591 205 190 Master Bath 174 1667 1266 49 52 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. t wrightsoft® 2021-Feb-25 13:23:46 AMlh/- ,a--y�­.y Right-Suite@ Universal 2021 21.0.03 RSU26941 Page 4 ACCI� ...er\2021\20.1035 Water Drive\1 035WaterD rive.rup Calc=MJ8 Front Door faces:SW M. WC 22 82 69 2 3 AH2 - Upper 2002 23676 16949 700 700 Other equip loads 3071 577 Equip. @ 0.90 RSM 15756 Latent cooling 3902 TOTALS 2002 26747 19658 700 700 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2021-Feb-25 13:23:46 ^a� AMrteH/Oetshla NaWvoy Compory Right-Suite@ Universal 2021 21.0.03 RSU26941 Page 5 �C� ...er\2021\20.1035 Water Drive\1035WaterDrive.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 0210214.121D.1035Water... Date: Feb 24,2021 Entire House By: I r j Green Guru, LLC r- 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 30719 Btuh Entering coil DB: 0°F Outdoor design WB:71.7°F Latent gain: 4700 Btuh Entering coil WB: -3.1°F Indoor design DB: 75.0 OF Total gain: 35419 Btuh Indoor RH: 50% Estimated airflow: 0 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: SplitAC Manufacturer: Trane Model: (mixed) Actual airflow: 0 cfm Sensible capacity: 0 Btuh 0% of load Latent capacity: 0 Btuh 0% of load Total capacity: 0 Btuh 0% of load SHR: 0% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 49039 Btuh Entering coil DB: 0°F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H Actual airflow: 0 cfm Output capacity: 120000 Btuh 245% of load Meets all requirements ofACCA Manual S. -�- wrightsoft® 2021-Feb-25 13:23:46 �� n..k-I.-1.-1,= am Right-Suite@ Universal 2021 21.0.03 RSU26941 .Page 1 ACOA ...er\2021\20. 1035 Water Drive\1 035WaterD rive.rup Calc=MJ8 Front Door faces:SW {� Manual S Compliance Report Job: 0210214.121D.1035Water... Date: Feb 24,2021 AH1 - Lower By: �. Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn, NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.9°F Sensible gain: 14900 Btuh Entering coil DB: 79.0°F Outdoor design WB:71.7°F Latent gain: 2881 Btuh Entering coil WB: 64.6°F Indoor design DB: 75.0°F Total gain: 17781 Btuh Indoor RH: 50% Estimated airflow: 525 cfm Manufacturer's Performance Data atActual Design Conditions Equipment type: Split AC Manufacturer: Trane Model: 4TTL6018A1+GMU2AEB37 Actual airflow: 525 cfm Sensible capacity: 14415 Btuh 97% of load Latent capacity: 3715 Btuh 129% of load Total capacity: 18130 Btuh 102% of load SHR: 80% Heating Equipment Design Conditions Outdoor design DB: 15.3°F Heat loss: 22292 Btuh Entering coil DB: 62.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H Actual airflow: 525 cfm Output capacity: 120000 Btuh 538% of load Meets all requirements ofACCA Manual S. - wrightsoft® 2021-Feb-25 13:23:46 �, Right-Suite@ Universal 2021 21.0.03 RSU26941 Page 2 ACCO ...er\2021\20. 1035 Water Drive\1 035WaterD rive.rup Calc=MJ8 Front Door faces:SW Manual S Compliance Report Job: 0210214.121D.1035Water... Date: Feb 24,2021 AH2 - Upper By: Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn, NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wvwv.greenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Cooling Equipment Design Conditions Outdoor design DB: 84.9'F Sensible gain: 17526 Btuh Entering coil DB: 77.7'F Outdoor design WB:71.7'F Latent gain: 3902 Btuh Entering coil WB: 64.2'F Indoor design DB: 75.0'F Total gain: 21428 Btuh Indoor RH: 50% Estimated airflow: 700 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: SplitAC Manufacturer: Trane Model: 4TTR4025L1+4TXCB004DS3+S9V2B060U3PSB Actual airflow: 700 cfm Sensible capacity: 20028 Btuh 114% of load Latent capacity: 4574 Btuh 117% of load Total capacity: 24602 Btuh 115% of load SHR: 81% Heating Equipment Design Conditions Outdoor design DB: 15.3'F Heat loss: 26747 Btuh Entering coil DB: 62.2'F Indoor design DB: 68.0'F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Gas boiler Manufacturer: NAVIEN, INC. Model: NCB-240/130H Actual airflow: 700 cfm Output capacity: 120000 Btuh 449% of load Meets all requirements ofACCA Manual S. wrightsoft® 2021-Feb-2513:23:46 �� AMl%k-I­­,o-I—q�m Right-Suite®Universal 2021 21.0.03 RSU26941 Page 3 ACOA ...er\2021\20. 1035 Water Drive\1035WaterDrive.rup Calc=MJ8 Front Door faces:SW kN Crawl 10 " 7 " 6 " Crawl Space 6 " Job#: 0210214.121 D.1035Waterviewdriv... Green Guru, LLC Scale: 1 : 82 Performed for: Page 1 David Eckert 12 Arbutus Court, Suite 2 Right-Suite® Universal 2021 1035 Waterview Drive Greenlawn, NY 11740 21.0.03 RSU26941 Southold, NY 11971 Phone: 631.398.6906 2021-Feb-25 13:23:58 www.greenguru.org michael@greenguru.org ...5 Water Drive\1 035WaterDrive.rup F' st Floor kN 12' 525 cfm --q 64 cfm 42 cfm Pantry y Den 12 cf Bath 10 cfm Chase �64 cfm Hall Kitch/Dining 42 cfm Stair Up 91 cfm Entry Foyer 42 cfm 66 cfm Garage Family 66 cfm 66 cfm cabl Job#: 0210214.121 D.1035Waterviewdriv... Green Guru, LLC Scale: 1 : 82 Performed for: Page 2 David Eckert 12 Arbutus Court, Suite 2 Right-Suite®Universal 2021 1035 Waterview Drive Greenlawn, NY 11740 21.0.03 RSU26941 Southold, NY 11971 Phone: 631.398.6906 2021-Feb-25 13:23:58 www.greenguru.org michael@greenguru.org ...5 Water Drive\1035WaterDrive.rup Second Floor N 64 cfm 25 cfm B1 W. 20 cfrr B3 CL B3 C12 Bed#1 30 cfm \ Laundry 4 5 " 7 Bed#3 110 cfm 6 „ 700cm 64 cfm I Stair Down I M.WC 52 cfm 10['14 „ )CfM Open to below I 4 " Master th 2nd Floor II B2 Cl. 10 " 102 cfm 69 cfm 6 ' Bed#2 W.I.C. Masterbed 6 " 5 " 69 cfm 102 cfm 44 cfm Job#: 0210214.121 D.1035Waterviewdriv... Green Guru, LLC Scale: 1 : 82 Performed for: Page 3 David Eckert 12 Arbutus Court, Suite 2 Right-Suite® Universal 2021 1035 Waterview Drive Greenlawn, NY 11740 21.0.03 RSU26941 Southold, NY 11971 Phone: 631.398.6906 2021-Feb-25 13:23:58 www.greenguru.org michael@greenguru.org ...5 Water Drive11035WaterDrive.rup (, Duct System Summary Job: 0210214.121D.1035Water... 1 Date: Feb 24,2021 AM - Lower By: I / Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:www.greenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.20 in H2O 0.20 in H2O Supply/ return available pressure 0.154 / 0.046 in H2O 0.154 /0.046 in H2O Lowest friction rate 0.061 in/100ft 0.061 in/100ft Actual air flow 525 cfm 525 cfm Total effective length (TEL) 327 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln (ft) Ln (ft) Trunk Bath c 233 9 10 0.092 4.0 0X0 ShMt 8.0 160.0 st6 Den C 1551 47 64 0.108 6.0 OX 0 MtFx: 17.6 125.0 st7 Den-A c 1551 47 64 0.089 6.0 OX 0 MtFx 27.2 145.0 st7 Entry Foyer h 3397 91 87 0.073 7.0 Ox 0 MtFx 31.2 180.0 st7 Family h 2461 66 56 0.083 6.0 Ox 0 MtFx 49.8 135.0 st6 Family-A h 2461 66 56 0.061 6.0 Ox 0 MtFx 57.0 195.0 st5 Family-B h 2461 66 56 0.064 6.0 Ox 0 MtFx 44.7 195.0 st5 Kitch/Dining c 1014 40 42 0.098 5.0 OX 0 MtFx 23.0 135.0 st5 Kitch/Dining-A C 1014 40 42 0.073 5.0 Ox 0 MtFx 36.7 175.0 st5 Kitch/Dining-B c 1014 40 42 0.082 5.0 Ox 0 MtFx 31.8 155.0 st5 Pantry h 468 12 7 0.127 4.0 Ox 0 MtFx 6.0 115.0 st6 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5 Peak AVF 252 237 0.061 462 10.0 0 x 0 MetlFlx st6 Peak AVF 88 73 0.083 327 7.0 0 x 0 MetlFlx st7 Peak AVF 185 215 0.073 487 9.0 0 x 0 MetlFlx -�- wrightsoft® 2021-Feb-25 13:23:46 ^�- �urt,a�o.��a..e, .m c,���wm Right-Suite@ Universal 2021 21.0.03 RSU26941 Page 2 �C� ...er\2021\20. 1035 Water Drive\1035WaterDrive.rup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb6 Ox 0 525 525 75.0 0.061 668 12.0 Ox 0 ShMt wright5Oft® 2021-Feb-25 13:23:46 ,y^1. •r� 4MRuk�lOo�krl�I.oNedovgGmpny Right-Suite®Universal 2021 21.0.03 RSU26941 Page 3 HliC11 ...er\2021\20. 1035 Water Drive\1035WaterDrive.rup Calc=MJ8 Front Door faces:SW Duct System Summary Job: 0210214.121D.1035Water... Date: Feb 24,2021 AH2 - Upper By: I Green Guru, LLC 12 Arbutus Court,Suite 2,Greenlawn,NY 11740 Phone:631.398.6906 Email:michael@greenguru.org Web:wwwgreenguru.org Project • • For: David Eckert 1035 Waterview Drive, Southold, NY 11971 Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.30 in H2O 0.30 in H2O Available static pressure 0.20 in H2O 0.20 in H2O 'Supply/ return available pressure 0.150 /0.050 in H2O 0.150 /0.050 in H2O Lowest friction rate 0.070 in/100ft 0.070 in/100ft Actual air flow 700 cfm 700 cfm Total effective length (TEL) 287 ft Supply Branch DetailTable Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat] Ln (ft) Ln (ft) Trunk B1 W.I.0 h 858 25 7 0.098 4.0 Ox 0 MtFx 28.1 125.0 st1 Bath#2-A h 676 20 8 0.078 4.0 Ox 0 MtFx 21.7 170.0 st1 Bed#1 c 1556 64 64 0.075 6.0 Ox 0 MtFx 40.1 160.0 st1 Bed#1-A c 1556 64 64 0.103 6.0 Ox 0 MtFx 30.1 115.0 SO Bed#2 h 2339 69 64 0.106 6.0 Ox 0 MtFx 26.6 115.0 st4 Bed#2-A h 2339 69 64 0.108 6.0 Ox 0 MtFx 24.0 115.0 st4 Bed#3-A c 2668 86 110 0.070 7.0 Ox 0 MtFx 30.1 185.0 st1 Laundry c 715 4 30 0.075 5.0 Ox 0 MtFx 20.7 180.0 st1 M.WC c 69 2 3 0.145 4.0 Ox 0 MtFx 8.6 95.0 Master Bath C 1266 49 52 0.124 5.0 Ox 0 MtFx 16.2 105.0 Masterbed h 3464 102 95 0.107 7.0 Ox 0 MtFx 30.7 110.0 st3 Masterbed-A h 3464 102 95 0.074 7.0 0X0 ShMt 22.3 180.0 st3 W.I.C. c 1070 42 44 0.089 5.0 Ox 0 MtFx 23.2 145.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 263 284 0.070 520 10.0 0 x 0 ShtMetl st3 Peak AVF 247 234 0.074 452 10.0 0 x 0 MetlFlx st4 Peak AVF 138 127 0.106 518 7.0 0 x 0 MetlFlx -�- wrightsoftm 2021-Feb-25 13:23:46 /tip arnrtoh•io>�n-eamau.ycoowm Right-Suite@ Universal 2021 21.0.03 RSU26941 Page 4 ACCI� ...er\2021\20.1035 Water Drive\1 035WaterD rive.rup Calc=MJ8 Front Door faces:SW Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Matl Trunk rb3 0x0 700 700 72.0 0.070 655 14.0 Ox 0 ShMt 4- wrightsoft® 2021-Feb-25 13:23:46 ti ANRu4nIUa4slIrallohvry�oln�InY Right-Suite®Universal 2021 21.0.03 RSU26941 Page 5 ACCK ...er\2021\20.1035 Water Drive\1 035WaterD rive.rup Calc=MJ8 Front Door faces:SW F (I JUL Z 6 2022 CHRISTOPHER GARTEN 1. ARCHITECT TOWN OF SOUTHOLO 6801ARKFIELD RD. EAST NORTHPORT,N.Y. 11731 (631) 754-5809 (631) 754-3424 FAX infoncgarten.com August 10, 2021 Town of Southold 53095 Main Road Box 1179 Southold,N.Y. 11791 re: Foundation Inspection Certification Town of Southold Building Peimit#460.11 SCTM#473889 Sec/Block/Lot#78.-7-14 1035` Waterview Drive Southold Dear Sirs, I Christopher Garten Architect for the above project,inspected the footing and foundation and found the walls were constructed according to the approved plans, and the Residential Code of New York 2020. Any question please don't hesitate to contact my office. G�EU q 9 ,o \St0PH R C'yi Z. ', Ch-istoph arte 18488 CHRISTOPHER GARTEN JUL 2 6 2022 U ARCHITECT 6801ARKFIELD RD. BUILUINU utr r. EAST NORTHPORT,N.Y. 11731 TOWN of SOUTHOLD, (631)754-5809 (631)754-3424 FAX info@cgarten.com June 22, 2022 Town of Southold 53095 Main Road Box 1179 Southold,N.Y. 11791 re: Insulation Inspection Certification Town of Southold Building Permit#46011 SCTM#473889 Sec/Block/Lot#78.-7-14 1035'• Wateiview Drive Southold Dear Sirs, I Christopher Gallen Architect for the above project, inspected the insulation from the full basement to the attic and found the insulation and spray foam was installed constructed according to the approved plans, and the Residential Code of New York 2020. Any question please don't hesitate to contact my office. /y/ . Christopher ten RA 18488 No. 18488 � OF tw'��� l 4 LATHAM • SAND G GRAVEL, INC. 35180 Route 48 •P.O.Box 608•Peconic,NY 11958 Office(631)734-6800•FAX(631)734-2318 January 10, 2023 David Eckert 1035 Waterview Drive Southold,NY 11971 Re: Rain Runoff Containment-#1035 Waterview Drive,Southold Drywell Certification Drainage Calculations: Roof coverage area x rainfall x runoff coeff. 2,668sf x 2/12ft x 1.0 = 454 cu.ft Driveway (pervious) 690sf x 2/12ft x 0.8 =94 cu.ft Use (4) 8'diameter x 4'deep pool (676 cu.ft) Provided(676 cu.ft)>Required(548 cu.ft) On April 14-15,2022, I oversaw the installation of the roof drainage system for the residence at 1035 Waterview Drive, Southold. Installed were 4 drywells at 8'diameter x 4'deep. The drywells were connected to all of the house downspouts with 4"ADS piping. ®r NEK,�® Respectfully submitted, ®.FI®011 c ` � -° I la. John D. Hocker, P.E. ° yr. Vice President S, ; ' L MAR 1 71023 BUOLUINU,DEP u 01i N OFS0jj),`HGLD Marine Construction•Dredging•Precast Cesspools 0 Gravel 0 Fill 0 Topsoil 0 Excavating and Land Development ' 1T���S 1 Ngo vrl _= 1Z t G)tq TOTS \PvZ-CSC_cT LCLO s a� 1 r�p.r� l e Z 1� 1L►�>> i v 15T �c 'TO �n1 Arc-resistant (black) CSST Arc-resistant (black) CSST is characterized by a thick black jacket or a multi-layer black jacket . system. The single-layer black jacket is designed to absorb arcing energy caused by a i lightning strike preventing perforation of the tubingwall. The multi-layer system is designed Y Y 9 to conduct the arcing energy to ground Arc-resistant CSST, preventing perforation of the tubing wall. Both arc-resistant jacket systems provide equal protection along the entire length of the piping system, and the extra bonding described in this CodeNotes is not required. arc-resistant jacket systems provide equal protection along the entire length of the piping system, and the extra bonding described in this CodeNotes is not required. The electrical protection afforded by the arc- resistant jacket has been shown to be equal or greater than the electrical protection provided by the bonding conductor. Ground fault protection of arc-resistant CSST is handled in the same manner as steel pipe and depends only on the presence of an equipment grounding conductor contained within a branch circuit, Dissipating arcing energy within arc-resistant which powers one or more of the gas jacket appliances served by the entire piping system. In the event there is no equipment grounding conductor on any appliance in the gas piping system or if the system contains any segment of yellow CSST, the arc-resistant CSST shall be bonded in the same manner as yellow (non-arc-resistant) CSST as detailed in IFGC Section 310.2/IRC Section G2411.2. For jurisdictions using the 2015 Qr earlier editions of the IFGC or IRC,the bonding requirements for arc-resistant CSST (black jacket) are the same as for yellow-jacketed CSST except where the local code has been amended or the AHJ permits installation per B U I L D I N G S A F E T Y J O U R N A L Q Archive - Browse by Category - Browse by Note: Black jacketed CSST piping that is certified as arc-resistant is marked with the letters "AR" (Arc-Resistant) indicatinq compliance with the CSA/ANSI LC-1 standard. Inspectors Tk , V4. M ♦ v !'�1� r.w'�.at� �ti � � ,, � ° �© . �.�« ' . . . ? . � . . � . . }� } @ � . . . � � � \^^ } �� ƒ � ^ � \ � / � « ��< � � . . \ � . \ � . � . ! °��� � � �\ � � � �\ . � .x _ � � � \m f � / � \ . � . f�� \ � � . . `\ /\ \ \/ } � . . \ � �\ p � � �� . .. � , . \z, \,�. a, .. . � » 1 ©j� , � \\ . \ / j \ / # �v ° � %� : | � ) ` � \ �� � / � � . . / \ � � / ' � � . , { . t . ( \ \ . �'' � / � ! / � : / � � � � � � � � . \� � �^ � . �/� � / � . \ / ` � . � � � � �� r• : k !� � ` �,, r w ,, � �` s .� . • wR M f � .. i� t P pp OUR Alii AIINiolt k � ' Wall RAM BOARD s•rAIR ARMUR RAM BOARD ST411 R140R, it rF �■ r^ r �`�. ,� `,kk ��.k`, y/ .�� ` 1� v i {. p ` / �h.`. 1 7 ., A . 1 �.n ���,..rYR �F > .' �. � i) �. 5 r . ' `e a - � .�'�i"' ..v'".';-rte ��.�'L1�4~. ��• f � • �_. is \. . t; . 4 N:+�_ � -'-r'"���-� `�•• 'S_ . ,'-. 'Y 1 • �.� .. � 1 .Y` ,,,,y,. awe �Ml� � t � -+ X54 1� '1 �. ' •�; �t. u 1� 1° L4 r6� ti'1 fl , 1 1 . . s . COMMENTS To jrP Arp FOUNDATION(1ST) � � t 'FOUNDATION (2ND) Elm ZA ROUGH FRAMING& PLUMBING INSULATION PER N.Y. 8TATE ENERGY . / ' ' _fit rte• � �E W710 �i riLDDITIONAL COMMENTS � ►'1���'.;�. Villi ,,. � �_�' _ �. • C �a • <' �o��g11Ff0(�coGy� TOWN OF SOUTHOLD—BUILDING DEPARTMENT CD H Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971- 0959 o41 �a Telephone (631) 765-1802 Fax (631) 765-9502 https://www.southoldtowm.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only s' PERMIT NO. Building Inspector: FEB 2 6 2021 �- • Applications and forms-must be filled out in their entirety, Incomplete applications will not be accepted, Where the Applicant is:not•the owner;an " " i_`;y' ;':,) .Owner's Authorization.form(Page 2)shall be completed.' Date: OWNER(S)"OF•PROPERTY: Name: �a'(�J� G/�G�`�-- SCTM #1000- ­7 -7 Project Address: �03�—//IjGt�Py�i,Gcr� z?- Phone#: 023 ��� Email: d e,r,^V Gf Mailing Address: CONTACT PERSON: Name: Mailing Address: Phone#: TEM711- .DESIGN PROFESSIONAL INFORMATION: ' Name:G�`J Mailing Address: Phone#: ;7Sy—��� Email: G��IS G a Gam✓, G�i�r CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION,O.F PROPOSED'CONSTRUCTION, New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ :Z2 0.a-0 —oaf ®oo Will the lot be re-graded? ❑Yes P�No Will excess fill be removed from premises? ❑Yes �%o 1 PROPERTY•-INFORMATION Existing use of property: v�Ga,,,L, C-e Intended use of property:-51, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑Yes XNo IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The-owner/contractor/design professional is responsible for all'drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a.Building Permit pursuant to.the Building Zone Ordinance,of.th"e Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,,for the'construction'of buildings, additions,alterations or for removal or demolition as herein described.The'applicant agrees.to comply with all applicable laws,ordinances,building code, housing,code and'regulations and to admit authorized inspectors on premises and in building(s)for necessaryinspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45'of,the New York-State Pe,nal'Law. Application Submitted By(print name): .�Gl�/ �G��T ❑Authorized Agent Browner Signature of Applicant: Date: 2/Z���/ STATE OF NEW YORK) SS: COUNTY OF -5,' 4,k ) ae-I'd � 7— being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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 day of , 2001 Notary Public ARLENE A.RITSCHEL PROPERTY OWNER AUTHORIZATION i trotary Public,state NewY©►It No. 01 R150745New Qualified in Suffolk County .�� (Where the applicant is not the owner) a mmission Expires March 17,2O�P I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 Glenn Goldsmith,President *V SQ(/jy Town Hall Annex Michael J.Domino,Vice-President ,`O ®�� 54375 Route 25 John M.Bredemeyer IIIc P.O.Box 1179 Southold,New York 11971 A.Nicholas Krupski u� G ® Q Telephone(631) 765-1892 Greg Williams �'� a Fax(631) 765-6641 'Cou I BOARD;OF TOWN TRUSTEES TOWN OF SOUTHOLD August 20, 2020 David Eckert 1.035 Waterview Drive Southold, NY 11971 RE: . 1035 WATERVIEW DRIVE, SOUTHOLD SCTM# 10.0.0-78-7-14 Dear Mr. Eckert: The following action was taken.by the Southold Town Board of Trustees at their Regular Meeting held on Wednesday, August 19, 2020: RESOLVED:.that the Southold Town Board of Trustees grants the Last,One-Year. Extension to Wetland Permit#9002 as issued on April 19, 2017. This is not an approval from any other agency. If you have any questions, please do not hesitate to contact this office. Sincerely, 41.V- Glenn Goldsmith President, Board of Trustees GG:dd Glenn Goldsmith,President ��(V SOUTyoTown Hall Annex Ll A. Nicholas Krupski,Vice President hO 01 0 54375 Route 25 P.O.Box 1179 Eric Sepenoski Southold,New York 11971 Liz Gillooly G i Telephone(631) 765-1892 Elizabeth Peeples '�`� • �� Fax(631) 765-6641 �yCaw;��' BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE 20050 Date: March 22,'2023 THIS CERTIFIES that the construction of a 60'x44' two-sto1y dwelling with 294sq.ft. front covered porch; a 425sq_ft.deck attached to the seaward side of dwelling with steps on west side of deck to ground, new sanitary system on landward side of dwelling; 50' buffer area and limit of clearing andrg ound disturbance during.construction, haybales and silt fencing construction;and gutters, leaders and drywells installed, and in compliance with Town Code 236; At 1035 Waterview Drive, Southold Suffolk County Tax Map#1000-78-7-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated March 11,2021 pursuant to which Trustees Wetland Permit#9901 Dated May 19,2021,was issued and conforms to all the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the construction of a 60'x44' two-story dwelling;with 294sq.ft. front covered porch,• a 425sq ft deck attached to the seaward side of dwelling with steps on west side of deck to ground; new sanitary system on landward side of dwelling•-50' buffer area and limit of clearing and ground disturbance during construction;hqybales and silt fencing during construction; and gutters, leaders and dDmells installed and in compliance with Town Code 236. The certificate is issued to David Eckert owner of the aforesaid property. 4 �idlG'•a Authoriz d Signature R NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Facility DEC ID 1-4738-04526 PERMIT Under the Environmental Conservation Law ECL Permittee and Facility Information Permit Issued To: Facility: DAVID ECKERT ECKERT PROPERTY 6 CRYSTAL LN 1035 WATERVIEW DRIVEISCTM 1000-78-7- 14 EAST NORTHPORT,NY 11731 SOUTHOLD,NY 11971 Facility Location: in SOUTHOLD in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 716.495 NYTM-N: 4546.805 Latitude: 41°02'37.3" Longitude: 72°25'27.2" Authorized Activity: Construct a dwelling, pervious driveway and sanitary system. All work shall be done according to the plan prepared by John Metzger last revised on March 12, 2018 and stamped NYSDEC approved on 7/30/2018. Permit Authorizations Tidal Wetlands -Under Article 25 Permit ID 1-4738-04526/00001 New Permit Effective Date: 7/30/2018 Expiration Date: 7/29/2023 NYSDEC Approval By acceptance of this permit,the permittee agrees that the permit is contingent upon strict compliance with the ECL,all applicable regulations, and all conditions included as part of this permit. Permit Administrator:MARK CARRARA,Deputy Regional Permit Administrator Address: NYSDEC Region 1 Headquarters SUNY @ Stony Brook150 Circle Rd Stony Brook,NY 11790 -3409 w Authorized Signature: �� Date /.;-)01(? Permit Components NATURAL RESOURCE PERMIT CONDITIONS GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS Page 1 of 5 APPLICATION � PAGE I of a — - TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION 'Phis form is to be filled out in duplicate. SECTION i GENERAL PROVISIONS (APPLICANT to read and sign): 1. No work may start until a permit is issued_ 2. The permit may be revoked if any false statements are made bercin. 3. If revoked, all work must cease until permit is re-issued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if do work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to Ettff-rll local, state and federal regulatory requirements. 7. Applicant hereby gives consent to the Local Administrator or his/her representative to make reasonable inspections required to verify compliance. 8. I, THE APPLICANT, CERTIFY THAT ALL STATEMENTS HEREIN AND IN ATTACHMENTS TO _ THIS APPLICATION ARE, TO THE BEST OF MY KNOWLEDGE, TRUE AND ACCURATE. (APPLICANT'S Sfb�ATURE) DATE SECTION 2: PROPOSED DE' .LOPMENT b be completed by APPLICAN NAME ADDRESS TELEPHONE APPLICANT�lf�G4 BUILDER �e ENGINEER �IOJEGT_L.00ATION: To avoid delay in processing the application, please provide enough information to easily identify the project location. Provide the street address, lot number or legal description (attach) and, outside urban areas, the distance to the nearest intersecting road or well-known landmark- A sketch attached to this application showing the project location would be helpful. FDP(43) APPLICATION 4 PAGE 2OF4 DESCRIPTION OF WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT ACTIVITY STRUCTURE. TYPE XNew Structure Residcubal (1-4 Family) ❑ Addition ❑ Residential (More than 4 Family) O ARcratio❑ ❑ Non-residential (Floodproofing? ❑ Yes) ❑ Relocation ❑ Combined Use (Re-sidenuial & Commercial) ❑ Demolition ❑ Manufactured (Mobile) Home (in Manu- 0 Replacement factured Home Park? O Yes) ESTIMATED COST OF PROJECT 5 B. OTHER DEVELOPMENT ACTIVITIES. ❑ Fill ❑ Mining ❑ Drilling JW'Grading ❑ Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifica(ions) O Drainage Imp rotve`ments.(In'cluding Culvert Work) ❑ Road, Street or Bridge Construction ❑ Subdivision (New or Expansion) ❑ Individual Water or S'er System OtOther (Please Spect7y).' After completing SECTION 2, APPLICANT should submit form to Local Administrator for review. E=ON 3: FWQDPLAIN DETERMINATION CEo be completed by LOCAL ADMINI TRATOR The proposed development is located on FIRM Panel Dated The Proposed Development: ❑ Is +hnj located in a Special Flood Hazard Arca (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). ❑ Is located in a Special Flood Hazard Arca. FIRM tone designation is Ft. NovD (MSL) 1170-Year flood elevation at the site is: ❑ Unavailable ❑ The proposed development is located in a floodway. FBFM. Panel No. Dated ❑ Sec Section 4 for additional instructions. SIGNED DATE APPLICATION PAGE 3 OF a SECTION 4 ADDITIQNAL INFORMATION PEQUTR£D (To be completed by LOCAL ADMINISTRATORI The applicant must submit the documents checked below before the application can be processed: 0 A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. Cl Development plans, drawn to scale, and spccificatior>_s,including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used bciow the fust floor, details of floodproofing of utilities located below the fust floor and details of enclosures below the first floor. Also ❑Subdivision or other development plans (I[the subdivision or other development exceeds 50 lots or 5 acres, whichever is the lesser, the applicant must provide 100-year flood elevations if they are not othcrvvisc available). ❑ plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). ❑ Floodproofing protection level (non-residential only) Ft.'NGVD (MSL). For <<, fioodproofed structures, applicant must attach cer[iFication from registered engineer or architect. ClCer ficatio from a registered engineer that the proposed activity in a regulatory floodway will not result in any increase in the height of the 100-year flood. A copy of all data and calculations supporting4his finding must also be submitted. ❑ Other: SECTION 5 PERMIT DETERMINATION !To be com ir-tedJ2y LQYAL ADMINISTRATOR) I have determined that the proposed activity. A. ❑ Is B.❑ Is not . in conformance with provisions of Local Law # , 19 The permit is issued subject to the conditions attached to and made part of this permit. SIGNED , DATE I_f BOX A is checked, the Local Administrator may issue a Development Permit upon payment of designated fee. If BOX B i5 checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an appficatioa to the Local Administrator or may request a hearing from the Board of Appeals. APPLICATION PAGE 4 OF 4 APPEALS: Appealed to Board of Appeals? ❑ Yes ❑ No Hcaring date: Appeals Board Decision --- Approved? ❑ Yes ❑ No Cooditioas SECTION G AS BUILT ELEVATIONS (To be submitted by APPLICANT before Certificate of Compliance is issued The following information must be provided for project structures. This section must be completed by a registered professional engineer or a Licensed land surveyor (or attach a certification to this application). Complete I or 2 below. I. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal High Hazard Areas, bottom of lowest structural member of(he, lowest floor, excluding piling and columns) is: Fr. NGVD (MSL). 2. Actual (As-Buil() Elevation of floodproofing protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant. .gin;.. SECTION 7 COMPLIANCE ACTIQN (To be completed by LOCAL ADMINISTRATOR) The LOCAL ADMINISTRATOR will complete this section as applicable based on.inspection of the project to ensure compliance with the communitYs local law for flood damage prevention. INSPECTIONS: DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8 CERTIFICATE OF COMPLIANCE(TQbe completed by-LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE: BY: TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) PREMISES LOCATED AT: PERMIT NO. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: ❑ NEW BUILDING ❑ EXISTING BUILDING ❑ VACAl\rr LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR B. BELOW: A. COMPLIANCE IS HE, CERTIFIED WITH THE REQUIREMENTS OF LO CAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19_7 AS MODIFIED BY VARIANCE # , DATED SIGNED: DATED: C/C(93) ��O Gym BUILDING DEPARTMENT-Electrical Inspector o < TOWN OF SOUTHOLD "' Town Hall Annex-54375 Main Road-PO Box 1179-Southold NY 11971-0959 G4,, 0�� Telephone(631)765-1802-FAX(631)765-9502 Temporary Certificate # 1135 Date / 2021 Customer Name Electrician Name Address Phone S� 230 3 e-mail a-mail G -Te de 6-4r t C-60 Phone License# q-7 JAZ M 0i Size?_QaA Phase Overhead Underground #of Meters Remarks #of Underground Laterals 2 New "H" Frame or PoleF H P Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter# Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid�fZy�sArLogm �dateabove. Authorized by V�UILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 v au0o�� Southold, New York 11971-0959 4 �°o °\N Telephone (631) 765-1802 - FAX (631) 765-9502 rogerrasoutholdtownny.Qov seanda-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: November 12, 2021 Company Name: KC Anderson Electrical Contracting Electrician's Name: Kyle Anderson License No.: 4722-ME Elec. email: kcandersonelectric@yahoo.com Elec. Phone No: 516.236.4355 El I request an email copy of Certificate of Compliance Elec. Address.: PO- Box 16 Miller Place NY 11764 JOB SITE INFORMATION (All Information Required) Name: David Eckert Address: 1035 Waterview Drive Southold NY 11971 Cross Street: Main Bayview Road Phone No.: 516.236.1632 BIdg.Permit,#' 46011 email: Tax Map District: 1000 Section:78 Block: 7 Lot: 14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New house. Need temp for 200A underground service. 11 1 Square Footage: 13,000 Circle All That Apply: Is job ready for inspection?: ❑✓ NO F-]RoughIn E] Final Do you need a Temp Certificate?: :ES ❑ NO Issued On Temp Information: (All information required) Service SizeW/11 Ph F-13 Ph Size: 200 A #Meters 1 Old Meter# Q✓ New.ServiceQFire Reconnect[]Flood Reconnect[:]Service Reconnect Q✓ Underground00verhead # Underground.Laterals ✓ 1 2 H Frame M Pole Work done on Service? Y F&/1 N Additional Information: PAYMENT DUE WITH APPLICATION \V\ ©� ;BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD : .Town Hall Annex -54375 Main Road - PO Box 1179CIO .: o `�:� OF :% . Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr�a southoldtownn y.gov - seand@south oldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: November 12, 2021 Company Name: KC Anderson Electrical Contracting Electrician's Name: Kyle Anderson License No.: 4722-ME Elec. email: kcandersonelectricCyahoo.com Elec. Phone No: 516.236.4355 01 request an email copy of Certificate of Compliance Elec. Address.: P.O. Box 16 Miller Place NY 11764 JOB SITE INFORMATION (All Information,Required) Name: David Eckert Address: 1035 Waterview Drive Southold NY 11971 Cross Street: Main Bayview Road Phone No.: 516.236.1632 Bldg.Permit#: 46011 email: Tax Map District: 1000 Section:78 Block: 7 Lot: 14 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): New house. Need temp for 200A underground service. Square,Footage: 13,000 Circle All That Apply: Is job ready for inspection?: YES R] NO []Rough In ❑-Final Do you need a Temp Certificate? ❑ NO Issued On Temp Information: (All information required) Service SizeF%_/11 PhF]3 Ph Size: 200 A # Meters 1 Old Meter# 0 New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect ✓❑Underground❑Overhead # Underground Laterals ✓ 1 2 D H Frame Pole Work done on Service? Y ✓ N Additional Information: PAYMENT DUE WITH APPLICATION V UVP -U Cy :sluawwoD / I, G :Iel:)adS V IuIW Vill HV 1, 4� �I :)d aalsueal �01WoD �. ogwo:) aojeaauag oa:)IW uogjeD aZ)Inaas M4 Sallows aai(jQ t vr�/ uan0 }sne4x3 V i � d MH I, apu3 sue' Zlsi3 Dn s.HH $L saDuoDS aaepnS as sIld9 slalln0 l I. :ss y #11W2f3d Town Hall Annex ��++�. ��G`, Telephone(631)765-1802 54375.Main Road . Fax(631)765-9502 ; P.O.Box 1179 , Southold, NY 11971-0959 : rh "�►. I BUILDING DEPARTMENT .NOTICE OF.-UTILIZATION OF.-TRUSS.TYPE-:C:ONSTRU:CTI.ON:,:".PR'E-ENGINEERED' WOOD CONSTRUCTION ANUIOR.TIMBER.'CONS.TRUCTION,.__ Dater: e Owner:, DOL�iG� . Location of Property:.... 7-2426�/ //�77/ Please take notice that the (check applicable line): �� New commercial or residential structure ..................... .. Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) i/ ... Pre-engineered wood construction (PW) t/ Timber construction (TC) in the following location(s) (check applicable line):: Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Sig nature::.L_. , Name (person submitting this form): : Capacity(check applicable line): Owner Owner representative TrussRegl5.docx Effective 1/1/2015 677 01M. TIER REFLECTIVE WHITE s REFLECTIVE RED PANTONE ##187 f t f ' ' I i i. f; t H f 1/217 STROKE The construction type designation shall be sq3q ccl1.0e� ccr:MX �� calV"ol' ccV» to indicate the construction classification of the structure under ESG` #' .ItN: ': t: ST` VC'TU ► #L section 602 of the BC,NYS :...,. COM`PONE�+tS THAT ARE° OF TRO" TYPE,: CONSTi�ICT1'ON 3 r' "F77 FLOOR FRAMING, INCLUDING 1 w w GIRDERS AND BEAMS ROOF FRAMING [LotF.R":FLOOR AND. ROOF FRAMING STANDARDS AND CODES ...... Town of Southold SEP 0 7 Building Department BUILDING TOVV)du1=SS E15L[J Hello, I would like to extend my current building permit#46011 for as long as allowed. Construction has taken more time then you originally granted due to material delays along with labor shortages. Please see copy of my building permit attached. Please call me if you need to discuss. Thank You, David Eckert C: (516) 236-1632 Deckert@,htsteel.com //Pstewart -------'nrLE-------- Manch 29, 2O31 ' MAR � 1 �0�1 / " . --^^ Town ofSouthold Building Department�� pu 1�l''UPT'NOD����� S437SNew York Route 25 � SouLho�, NY11Q71 ' Re: ADVOCATE'S ABSTRACT, INC. Agent ID 322753 Title No. ADV'10087'S Owner(s): David Eckert Premises: 1035VVabarview Drive, Southold, NY; 1000'078.00'07.00'014.000 Dear Sir or Madam: Please be advised that as of March 26, 2021,ADVOCATE'S ABSTRACT, INC. is a duly authorized agent of Stewart Title Insurance Company. As such,said Company can act fully on our behalf and in our stead and has the authority to prepare and issue Certificate and Report of Titles, omit title exceptions,collect title premiums and issue Title Insurance Policies and Endorsements thereto. Very truly yours, YeiRodriguaz Assistant Vice President, Legal Administrator&Associate Underwriter Cc: ADVOCATE'S ABSTRACT, INC. Stewart Title Insurance Company ooEast 4u"^Street,Suite 1260 New York,wY1o1oo (u1u)ouu'omsomain ADVOCATES ABSTRACT, INC. Issuing policies of //Pstewart ' J � ..,t t ': , Vii.,,•-,.-- ..- Title No. ADV-10087-5 ; ; SINGLE & SEPARATE SEARCH MA R 3 1 2021 STATE OF NEW YORK) `" COUNTY OF SUFFOLK) STEPHEN M.RICHARDSON,being duly sworn, deposes and says: That he is the President of Advocate's Abstract,Inc.,an Agent of Stewart Title Insurance Company, and has had a search made, under his direction, of the records and/or files of the County Clerk and Registrar of the County of Suffolk for the purpose of an application for a variance affecting the following premises: TAX MAP DESIGNATION: District: 1000 Section: 078.00 Block: 07.00 Lot: 014.000 That such search includes a chain of title as to the premises and all of the adjoining lots since prior to 7/14/1975 and such search shows, and he does certify that, according to the names listed herein as shown by the search of the public records, no contiguous property was owned by an owner of property involved since that date. That this affidavit is made to assist the TOWN OF SOUTHOLD to reach any determination which requires that said Board will rely upon the truth hereof. This Company's liability is limited to Twenty-Five Thousand and 00/100 ($25,000.00)Dollars for negligence only. No policy of insurance is to be issued hereunder. ADVOCATE'S ABSTRACT,INC., as Agent for Stewart Title Insurance Company BY: Stephen M. Richardson, President Sworn to before me this 29th day of March, 2021. o KAREN L.RICHARDSON NOTARYPUBLIC,StateofNewYork 6302 Route 25A • Wading River, NY 11792 01R14837291 Qualified in Suffolk Coji�nty 631-929-6686 • 631-929-3708 fax Commission Expires_ LS�__ �3 SUBJECT PREMISES: 1000-078.00-07.00-014.000 Mary Weiss Dated: 12/01/1962 to Rec'd: 12/06/1962 Albert Giese and Dorothy Giese, ux. Liber: 5275 Page: 7 Albert Giese Died on 02/23/2007 Dorothy Giese, as Surviving Tenant by the Entirety Dated: 11/30/2010 to Rec'd: 01/04/2011 Charles Swanson and Constantine Swanson,ux. Liber: 12647 Page: 611 Charles Swanson and Constantina Swanson, ux. Dated: 03/16/2016 to Rec'd: 12/16/2016 David Eckert Liber: 12892 Page: 925 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 29th day of March, 2021. KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk unty Commission Expires t Page 2 of 5 PREMISES ADJOINING NORTH OF SUBJECT PREMISES: 1000-078.00-07.00-015.000 John W. Vogel, as Surviving Spouse of Dorothy M. Dated: 07/14/1975 Vogel of a Tenancy by the Entirety Between John W. Rec'd: 07/21/1975 Vogel and Dorothy M. Vogel, his wife Liber: 7877 Page: 17 to Frank J. Wohlfort and Alice G. Wohlfort, ux. Alice G. Wohlfort Died on 10/26/1988. Frank J. Wohlfort Died on 09/28/2009. Brenda T. Ungerland and John J. Green, as Specific Dated: 12/28/2011 Devisees under the Last Will and Testament of Rec'd: 01/17/2012 Frank J. Wohlfort Liber: 12682 Page 411 to Paul Azzariti and Carolyn Azzariti, ux. (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. A BY: STEPHEN M. RICHARDSON Sworn to before me this 29`h day of March, 2021. c ramGe KAREN L.RICHARDSON NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk Coun Commission Expires S C Page 3 of 5 PREMISES ADJOINING SOUTH OF SUBJECT PREMISES: 1000-078.00-07.00-013.000 Joan L. Grohoski Dated: 07/19/1973 to Rec'd: 07/24/1973 Joseph C. Cornell and Alice Cornell, ux. Liber: 7449 Page: 349 Joseph C. Cornell and Alice Cornell,ux. Dated: 11/05/1979 to Rec'd: 11/08/1979 Irwin R. Kaplan and Celia Kaplan,ux. Liber: 8726 Page: 294 (LAST DEED OF RECORD) ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 29`h day of March, 2021. KAREN L.RICHARDSON Page 4 of 5 NOTARY PUBLIC,State of New York 01R14837291 Qualified in Suffolk Countv commission Expires 1OL'3 • ' r ► . i y . r PREMISES ADJOINING EAST OF SUBJECT PREMISES: WATERVIEW DRIVE PREMISES ADJOINING WEST OF SUBJECT PREMISES: GOOSE CREEK Dated: March 29, 2021 ADVOCATE'S ABSTRACT, INC. BY: STEPHEN M. RICHARDSON Sworn to before me this 29`h day of March, 2021. r KAREN L.RICHARDSON NOTARY PUBLIC.State of New York 01R14837291 Qualified in Suffolk unty, Commission Expires 3 �� Page 5 of 5 SURVEY OF PROPERTY SCDHS REF# PRE-18-1365 A T GOOSE CREEK \ TOWN OF SO UTHOLD N SUFFOLK COUNTY N. Y. 1000-78-07-14 \ SCALE: 1`40' ` MARCH 25, 2016 1 \ \ APRIL 28, 2016 (REVISIONS) JUL Y 13, 2016 (PROP. HOUSE) AUGUST 16, 2016 (PROP. SEPTIC) DECEMBER 15, 2016 (HA YBALES & SILT FENCING) '� \ ��'\� ��► APRIL 21, 2017 (REVISIONS) MARCH 12, 2018 (REVISIONS) OCTOBER 16, 2018 (SCDHS COMMENTS) DECEMBER 19, 2018 (REVISIONS) �, '\ \ v\� P�(�li lye\ JUNE 18, 2020 (BUILDING F00 TPRIN T) CR TEST HOLE DATA 70. /��Q'. �� Ptiti`��' \ �• \ p0 BY MCDONALD GEOSCIENCE y 12/30/15 `NE�PPG , u,aA3 QP ` 8.6* DARK BROWN SANDY LOAM OL VIP 1 BROWN SILTY SAND $M 3' ZCN� `� �� �• \ pp p0 GREYISH BROWN CLAYEY SAND SC r\O '� �->; •o: b F \ 1 2.9' 5.7' tJNti�� ( X00 \ O F SED 6,1/�cj �� WA7FR IN GREYISH BROWN CLAYEY SAND SC `,�Ooh o��� P� ��h�� Np0Y8P0�S,a''�tir'' 1� 'Xj o X01 �O \ 7N f N �� FROMY� LIMITS CLEARING { \ uo 'h �� No ' d• . � � (E�69- \k O AND GROUND // PWATER /N BROWN SILTY SAND SM 0— k DISTURBANCE p � 0 " � X00 ,gam �0 E 1p E� 055 WATER /N BROWN FlNE SAND SP '� D0 7) o � 03 6 d Of '� P\ �9V. 17 WATER ENCOUNTERED 5.7 BELOW SURFACE EZ e N �. .,9 tip. ,�'' ;�s�_�".,�;� , �� n' 'T•"�, t,P ���p G�`\�, y_v. `A PROPOSED lbpp \�5( PROPOSEDo. \ \\ Dp. �s ` 8_Nom- .p E••���� �R PERV70US \ LOT COVERAGE \ $J GZD wGjOV14P�Y- 6�1G�P Cj DRIVEWAY GRAVEL 17686 $Q. F7. TO WETLANDS ��,\,�-\�P�R� HOUSE =2169 $Q.FT.\ ss y�. Q JG F DECK = 488 SQ.FT. RAIN RUNOFF CONTAINMENT \ \ 0 0• PORCH = 310 SQ.FT. 2967 SO.F HOUSE = 2480 sq.ft. p0 P P��E� E-' �S 2480 x 1 x 0.17 = 422 cu.ft \ \ \ , pF �.� � �P 2967/17656 = 16.8.'b' DRIVEWAY (PERVIOUS) = 690 sq.ft. 690 x 0.8 x 0.17 = 94 cu.ft \ \ �\,�S1P' 6 of 516 cu.ft \ O \(� tioG o HOUSE \ \. F1N.FLR. SLATE OR OTHER SEP17C SYSMW DETAIL 516/42.2 = 12.2 VF QJ� \ EL.12.o' suITALE COYER ,pT n arwE PROVIDE 4 DRY WELLS 8'0 X 4' DEEP \ do \ OPPER END PLUG LOaoaB CASTING ( ) �R� £L. 11.7'�N,SHED C,RADE OR EQUAL \ \ pp �,EnGE !.E TO GRADE 10.o' »DOVER TO GRADE r rK 2 s , Op• 0 \�v\ CLEAN OUT U5ED ON NFT r SAft MAX�x CHIMNEY Y LOCATE CROP T PIPE a. j. LOOFA ACCESS OFF71J0 = �'� \ 1 0� O��(SSO� N� /.f FOR MANfMK£ \V I e' �• °•6' 10 FLOOD ZONES FROM FIRM J610JC0166H \ �\ ( �5 �*�PITCHED s.7' LE :T�l$f., •:• 24M PFE OR 1e• 9.1' 1.E. Tib'os ket m C4 •� yr Faor e. L P,mh 1.. 6.6i£ . NOTE' t T DID" slew 0400 Oe or egad ELEVATION & CONTOUR LINE ARE REFERENCED FROM NGI/,788 \ Q`��\(� l SUBSURFACE SEWAGE DISPOSAL FLOW UNE z?n[6�B!%A CHIN \ Oj SYSTEM DESIGN BY- J Q� JOSEPH F/SCHETTI, PE WT Sr.sT"°`'°- e'-o• DIAMETER -�4 MIN. WATER �i Vis' HOBART ROAD _. -- -- __.._ ..... .� , The location of public water, wells and cesspools shown hereon are Q� �GHIGHEST EXPECTED GROUNDWATER� - ti)' from field observations and or from data obtained from others. \ IQ�gL 8 UT HOLD, MY Y411971 BACnLL MATERIAL TO BE CLEAN SAND k GAVEL(6J1) AVEL I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ` 413 1.200 GALLON CYLINDRICAL SEPTIC TANK DETAIL NLS AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE COND177ONS SET FORTH THEREIN AND ON THE \ f` :_,, • PERMIT TO CONSTRUCT. (4 BEDROOMS)? ANY AL IFRA710N OR ADDITION TO 7N/S SURVEY/S A VIOLATION [1] 1,200 GALLON PRECAST CYLINDRICAL SEPTIC TANK. `f.� '�"ra�i�` N0. 99618 OF SEC77ON 7209 OF INE NEW YORK STATE EDUCA77ON LAW. [6] 8'0 x 2 FT. HIGH PRECAST CONCRETE' LEACHING POOLS PECONIC--•SURVEYORS, P.C. EXCEPT AS PER SECTION 7209-SUBDIVISION 2 ALL CER77F7CA71ONS AREA-2,051 SQ.F r. WITH 3' SAND COLLAR (SM) 2' ABOVE GROUND WATERHEREREOF ONLY IF (631) 765-5020 FAX /631 765-1797 SAIDMAPAREON VALID VCOPIES BEARI INE IMPRESSED SEAS MAP AND COPIES LOF INE SURVEYOR or 0.667 ACRES (ta tie line) P.0. BOX 909 ` WHOSE SIGNATURE APPEARS HEREON. 1230 TRAVELER STREET SOUTHOLD, N.Y. 11971 15-251 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES SCDHS REF# PRE-18-131: 5 PERIMT FOR APPROVAL OF CONSTRUCTION FOR A SURVEY OF PROPERTY SINGLE FAh?ILY RESdDIl,Cdr Or:Lv A T GOOSE CREEK E \ ENGI EER`CiCESi!RCATI%�E'!� tSi �t7. DATE �l 1`� 1RCF. govii \ Jul TOWN OF SO UTHOLD CUBS f,,T P.E. OR Ft.A.CE`RTIr(,11,TI7"s i ." �, t IrT�I CVIT'ON APPROVcD �SUFFOLK COUNTYMY. � k•OR1 atAL�Ad°\ � ��� FOP 1 AMi 1Uhl OF _ BEDROOMS ` 1000-78-07-14 ` Ora, lf:,f� Rr_ }���2%��___. -- \ FORFINALA APPROVAL.' USEFORP���1I���1�-OTS. T CXPI�?ES THREE YEARS fRt}?� {7A'i'E OF APPROVAL SCALE: 10-40' MARCH 25, 2016 - \ APRIL 28, 2016 (REVISIONS) APPROVED IN ACCORDANCE WITH 130ARD 0'F JULY 13, 2016 (PROP. HOUSE) REvlEw DETERMINATION DATED '�j� AUGUST 16, 2016 (PROP. SEPTIC) o \0 DECEMBER 15, 2016 (HA YBALES & SILT FENCING) APRIL 21, 2017 (REVISIONS) 2018 (REVISIONS) �O '� 1 °=TA} Y'�`�'�"" \ \ d MARCH 12, f 9°';,'� �. OCTOBER 16, 2018 (SCDHS COMMEN TS) \ y 9 \ DECEMBER 19, 2018 (REVISIONS �, �� \ E B�: In tv�� Q TEST HOLE DATA sp y BY McDONALD GEOSCIF.NCEQ12/30/15852-700 ,0,8 I�Ourt; Ire AdvIr1oce+ , �� ` loo 8.6. T6 Soh L�11l0 Intpectfon SDARK BROWN SANDY LOAM OL � � A. 1 BROWN SILTY SAND SM ��� `� �1 A� 10 1.v�(� \ FK• \ QQO jo 0. GREYISH BROWN CLAYEY SAND SC �Pp p#� ` 0,A 5 t \ rn lb' WATER IN GREYISH BROWN CLAYEY SAND SC o�''� 1405 \j 7' WATER /N BROWN SILTY SAND SM �0 ���°` 92 ��FFE Pi 10' 6 FES , \ 1 NE of FtiNOE 0 �o ` WATER IN BROWN FINE SAND SP OF JFK F�� ' R°P°SI 5 $1 }����? �, D tion% h QC\ 9j P �p1. Nps 0, OQi Si�V1E 0 \ 17 FR i XPi 5� I' �R WATER ENCOUNTERED 5.7' BELOW SURFACE �P O�<�`� �� \,\O LIMITS GROUNDING °`� ^ '?' o`' '1lNC�l" I ° ��O 6 O� o o;�' \$?, \� Ph V QJ� DISTURBANCE g^ �m ' 141 r1 ?.y0 am �, ( .,0 QQ� .�•'\ ONES Sp y `� ' ��ao° OSE Pp SEN RAIN RUNOFF CONTAINMENT g FL9OD���NE ,,, �°. o �o Vol �9�`� �°'* G, 01 °F tP..fi� HOUSE = 2668 s .ft r 2668 x 1 x 0.17 = 454 cu.ft \ �� e, `�� ��r�,(P��p•�':��p `��,�'�2� P�9� 'y� � OJ���IO�OQ��`�•\' . DRI VEWAY (PERVIOUS) = 690 sq.ft 690 x 0.8 x 0.17 = 94 cu.ft ' PROPOSED 548 cu.ft \ '\ O 6' • \ �� 548/42.2 = 13 VF ` �� h� -'0 O • ' '�j VIA 5 PROPOSED LOT COVERAGE O' !y �tipN� P°� �P�R GRAVEL 17686 SQ. FT. TO WETLANDS OUS PROVIDE (4) DRY WELLS 810 X 4' DEEP \ 5 G DRIVEWAY \ PROPOSED HOUSE & DECK = 2771 SQ.FT. OR EQUAL � e\ e� �•"� ��� ��� \�C' R� Q ` E`' lQ � HOUSE & DECK 2771/17686 = 15.79' \ s FES '� ��� G�P PERVIOUS DRIVEWAY (GRAVEL) 690 SQ.FT. = 3.9% \ \ s' O oy� 1$ IQ�gV p�F QCT` PERVIOUS BLUESTONE WALKWAY 78 SQ.FT _ 0.490 \ 1QQ Q P��E� ��• ���� TOTAL 20.0 7. VT P0 NWS£ nN.FLR. SLATE OR OTHER SEPIJC SMMW DETAIL ` EL.120' s 11TA1F COYER Nvf p,o" OPPER END PLUG O LOCKING CASTING EL. 11.7"WiED GRADE TO GRADE EL.8.4 SEF�� \G � ��o�,�e �� 10.0' VER T r�—� z MAY a Y a iu QQ• �P,�� � ..®SC hnaY�. CLEAN OUT ® = PIPE \ �F p� aT �P/ r: ugn ON r�E r LOCALE OROS T \ \. G�C� Ar' •�'�t 'VIN. FOR ACCESS 01'f7?A 1 1 �� 8• FOR IMNfMICE \ °• 1 O 'a4 NET LE 6• Z• 8• 10 LM r w CLASS 9.7' 4 I.E. IBYt�ts�1E:"::;:,• Ce? �y Sao PPE OR 7e• 9.1' T/a'pr tool mn B 6all 1:6i5'. .:,::::;: FLOOD ZONES FROM FIRM 36103CO166H \ EOUVALFM` L ' .c€,<' c`' :,::" _ \ �� �J� �. NO E,, l r, 2 yr r�FOOT T dm iao�o� !1 (!` ��EE 6 LEIdIINC POOLS ¢' ELEVATION & CONTOUR LINE .ARE REFERENCED FROM NGVD88 py \(� h � SUB�IJRFA��SEWAGe>bISPOSAL FLOW LINE � '; (80 x 2'DEEP) �� �- �v h SYSTEM p LGN ?" �� 8'-0' DIAMETER CHE7?l, PE X49'— GROLWD WATER WATER EL=2.9' ' 4'MIN. P HOBART'kdAD ------------------------ ----- r The location of public wafer, wells and cesspools shown hereon ore G HIGHEST EXPECTED GROUNDWATER J - ►`.z from field observations and a. from data obtained from others. \ O Jg�� SOU MOLD," N.Y. 11971 BACIffILL MATERIAL TO BE CLEAN SAND d cRAYET OP I,.r: r • lP (631 765-2954 rO d Czj a' 1.200 GALLON CYLINDRICAL SEPTIC TANK DETAIL ��C` . �,�-�,� Thr to � � I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL 4 NTS AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDEco -•- ".; 'P ,«�y --t BY THE CONDI TIONS SET FORTH THEREIN AND ON THE \ t I PERMIT TO CONSTRUCT. (4 BEDROOMS) ANY ALTERATION OR ADD177ON TO THIS SURVEY /S A WOLA77ON [111,200 GALLON PRECAST CYLINDRICAL SEPTIC TANK. t � �� , N[ . . LIC. N0. 49618 OF SEC77ON 7209OF THE NEW YORK STATE EDUCA770N LAW. [6] 8`0 x 2 FT. HIGH PRECAST CONCRETE LEACHING POOLS PECONIC,SURirEY,.O0 C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER77FICA77ONS AREA-29,051 SOFT WITH 3' SAND COLLAR (SM) 2' ABOVE GROUND WATER (631) `765020.4'FA (631) 765-1797 HEREON ARE VALID FOR`THIS MAP AND COPIES 7HEREOF ONLY IF P.0. BOX 09 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR or 0.667 ACRES (to tie line) 1230 TRAVELER STREET WHOSE SIGNATURE APPEARS HEREON. SOUTHOLD, N. Y. 11971 15-251 S E P 1 5 2021 SURVEY OF PROPERT YTS°T SCDHS REF# PRE-18-1365 A T GOOSE CREEK \ TO WN OF SO UTHOLD ��ti� �� �'°`l SUFFOLK COUNTY N. Y \ 1000-78-07-14 \ SCALE: 1'=40' MARCH 25, 2016 APRIL 28, 2016 (REVISIONS) JULY 13, 2016 (PROP. HOUSE) daVN �� �AUGUST 16, 2016 (PROP. SEPTIC) " DECEMBER 15, 2016 (HA YBA LES & SILT FENCING) 6k, APRIL 21, 2017 REVISIONS (ma��o O MARCH 12, 2018 (REVISIONS) OCTOBER 16, 2018 (SCOHS COMMENTS) rill- x,4 DECEMBER 19, 2018 REVISIONS> JUNE 18 2020 BUILDING FOOTPRINT ° '' �� h SEPTEMBER 9, 2021 (FOUNDATION L OCA TION) �oti ` A i DAF P�\�` \ •�5�• . TEST HOLE DATA BY MCDONALD GEOSCIENCE 12/30/15 *S101 G #� �,►• 2 O \ \ S1 PN 2 &6' DARK BROWN SANDY LOAM OL �p5 N6ti 11 PG#3 BROWN SILTY SAND SM �y rt5�y PREP \ 3 �� GREYISH BROWN CLAYEY SAND SC ��pG�� `�� o ONS FE�� �� \ 100• 2.9 5.7' WATER IN GREYISH BROWN CLAYEY SAND SC h o��� P� �5��p P P �•�',,' yo° ��. op,�gt�i ® � 7 p�— � WA TER IN BROWN SILTY SAND SM `'P p��h `q O �`� °' �° F"� ` P��15E 10 �� �6c 1- G°�aQP�°6 y°' NO" 01 3A 6 c�� WATER IN BROWN FINE SAND SP •'\1 �• m`�f' o °e� s \ Ch1 FIQpD�u EE EE'y, ' � G• � d P !� N ��$• 6�� �6 4�9 A�iII�,I1r/�`/ G PPS G 17' \ ,,�6 v<� 1 y` 9� �' _ S' �t�lIIILL✓\P� �4� 94 �OG�O `�F'��\`�P. WATER ENCOUNTERED 5.7' BELOW SURFACE \ 9 • SOV' �'�d; f' �► '' E ID 6 �� �� ' s �� ' � ` '''' �' ya ��• ��Et� �� � PROPOSED 0 8= 5 '9 LOT COVERAGE N ' 17686 SO FT. TO WETLANDS RAIN RUNOFF CONTAINMENT \ \ ss• , 1 IqP HOUSE = 2480 sq.ft. \ \ 100 00 P E� '1 lP CD 2480 x 1 x 0.17 = 422 cu.ft DRIVEWAY (PERVIOUS) = 690 sq.ft. \ \ ���\ P� � 690'x 0.8 x 0.17 = 94 cu.ft . 516 cu.ft House 516 42.2 = 12.2 VF \ �V FIN.FLR. SLATE OR OTHER SEPAC SYME11 DETAIL Q\� EL.12.0' sITITALE COVER AW 1D scaff OEND PLUG LOOM CASTING OR EQUAL LE PROVIDE (4) DRY WELLS 810X 4' DEEP PPER\ ti� EL. 11. flNisNm GUDf /—TO GRADE EL.B.4' \ \ Op �ER�cF G O •�R 5� �� 10.0' w COVER TO GRADE V1. 25 M i �� ��� CLFAN OUT F DROP T 6�" T MAX.MAX \ r \ O O.w\ O� ......€'^USED ON MET _nL ...y.6'MIN. HOER AOCESS OPENNO ® = PIPE \ \\w� Vv O I 1 6, j FOR NANTANCE \ �• o• \I ��G �kl H.ETM e DIA MASS s� e' ID FLOOD ZONES FROM FIRM 3610JC0166H \ // ` 50 � PRS 9 tip. �l LE, - lr W rbA mh I.E.s V� �fO� 1 EQI/IPER FOOT e. 9.1 Pft min. 4 An 71M S•Q3f1 ,.�..,..;.:;; \ >e �P� `I` NOTE.• *EFF -r d..2400 Pa.a•,d �\ SUBSURFACE SEWAGE DISPOSAL '°",ts�LfACf,NC vooLs ELEVATION & CONTOUR LINE ARE REFERENCED FROM NGV088 \ �(� � FLow UNEII I (e�x 2 DEEP) SYSTEM DESIGN BY. J 4 MIN. JOSEPH FISCHETTI, PEDOT d`p•— W-0• DIAMETER X1 GROUND WATER WATER EL=2.9' \ �P HOBART ROAD ___ _____..__.____.................. The location of public water, wells and cesspools shown hereon are �� �C 'K n- ------EST Tm GRauNowATETr Ell 9 from field observations and or from data obtained from others. \ Jg� SOUTHOLD, MY 11971 BACKFILL MATERIAL TO BE CLEAN SAND•GRAVEL I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL \ 46 lP (631) 765-2954 1.200 GALLON CYLINDRICAL SEPTIC TANK DETAIL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL Nrs or i,,�i,y, SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE PERMIT TO CONSTRUCT. (4 BEDROOMS) , ANY ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION [111,200 GALLON PRECAST CYLINDRICAL SEPTIC TANK. `� j " ` :;_ •. .S. UC. NO. 4961$ OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW. [6] 810 x 2 FT. HIGH PRECAST CONCRETE LEACHING POOLS R COIVlCASU � S, P.C. EXCEPT AS PER SECTION 7209—SUBDIVISION 2. ALL CERTIFICATIONS AREA=29,051 SCOPE WITH 3' SAND COLLAR (SM) 2' ABOVE GROUND WATER (�31)764n20,,FAX (631) 765-1797 HERSAIDEON ARE VALID MAP OR COPIESOBEAR/S-MAP AND COPIES THE IMPRESSED SEALOF THE SURVEYOR or 0.667 ACRES (to tie line)EREOF ONLY IF OX a9� WHOSE SIGNATURE APPEARS HEREON. 173d' ,?I"17FL TREET So- 'TH ,.rv. . 11971 F15-251 SUFFOLK COUNre DEPARTMENT OF HEALTH Q'RVICES APPROVAL C•" !.`ONSTRUCTED WORKS FOR A SNIGLE FA–tLY RESIDENCE {;J SURVEY OF PROPERTY SCDHS' REF# Rio-19-0008 Date AUG 6 B 2022 KS.Ref, ,• AT GOOSE CREEK LOT COVERAGE The sewage dlslaos>�I and vrafi�r sap y fa t es att:;' lxaGan ha t w ,fisc and/or certESF,. N 17686 SQ. FT. TO WETLANDS J by tt�s DOac•anert or other and fda � TOWN OF SO UTHOLD be satisfactory FOR A f�4Ujf AU&4LRF,_ - SEEM=DECK = 5 HOUSE =2169 SO.8 SO.FT. y� SUFFOLK COUNTY, N. Y. PORCH = 4I0 SQ.FT. '✓ �.� 1000-78-07-14 2967 r c, .19 .Knc-,,ppe„ PE.. chiet SCALE: 1'=40� 2967/17656 = 16.8x �,�..._ MARCH 25, 2016 APRIL 28, 2016 (REVISIONS) JULY 13, 2016 (PROP. HOUSE) "Iv-, AUGUST 16, 2016 (PROP. SEPTIC) � vp \ ,� DECEMBER 15, 2016 (HA YBALES & SILT FENCING) �'� � ` �► APRIL 21, 2017 (REVISIONS) MARCH 12, 2018 (REVISIONS) OCTOBER 16, 2018 (SCDHS COMMENTS) DECEMBER 19 2018 (REVISIONS)\ JUNE 18, 2020 (BUILDING FOOTPRINT) .�°c �` \ ��NI SEP TEMBER 9, 2021 (FOUNDA T70N L OCA 710N) JANUARY 13, 2022 (REVISED SEPTIC SYSTEM) k JUNE 10, 2022 (SCDHS FINAL) epi \ TO JULY 21, 2022 (REVISIONS) `' OAF (.gyp✓ �� Pl•�'\�O ` FK• \ opo TEST HOLE DATA o, _ BY McDONALD GEOSC/ENCE "kN ���� 5 12/30/15 v+E'�►.o�0. 8.6' DARK BROWN SANDY LOAM OL OF' NOS o `�� \ Nb \ vle BROWN SILTY SAND SM { ��� PREP •�yE• 3, \ ,� GREYISH BROWN CLAYEY SAND SC 1{ 2.9 5.7' y�� � p Ilk WATER IN GREYISH BROWN CLAYEY SAND SCh"�a P� °� ''ti°� •��' ooO ®vim 7, � SIO\ �0 `�j os.-' °� � ,E A B Flo WATER IN BROWN SILTY SAND SM h �� °p�� uMrAAiv GROUND TS OF NG ko ��� ho° ��o „�� �t.� �o� ,ok �o��stip' OO ST 21' 34.5' 10' \ Qvv DISTURBANCE y �o$9, ®Nri, o; fy ;1 O 0 , L o• v sem, ryas ti S1 28' 26.5' WATER IN BROWN nNE SAND SP p o� LP2 GJ O$ N 5 oc g Q Z G P �G , , 5 Fl 4 N�t�. X•\ 9' .� Q yo 0 0�� Eo R o Q \,�\ (E�l T S 24 0.5 17' , `� •.`�' .fir~ �A , � . /�iJro'c� \PE s' E'e• �O � `t�P \ 8 i L 9,�0 o P �G , , WATER ENCOUNTERED 5.7' BELOW SURFACE \ �,� n9 t`9 `rye& 1�/ E `� 2``� OO�O '�`� `QJB�IOIO0��� �� 30 16 `,� � e•. ' E �5� �� � �0 Sod LP4 ``�r Ito Miy 6 i 6 \ P� �� 34' 23.5 , �•� \ h��pU 6�S.R?r, 10' i✓ S���tl \ �P LP5 37 5' h• •pp, O30 t�' �N TS 29 \ \ 1-& r�� i"�e� �G LP6 o- 1p \ PSR T S ljj.,5,IJ2.5,1 RAIN RUNOFF CONTAINMENT \ \ ss" °51N' e �8�"\G O�� 0�� SEP77C SYSTEM LOCA 770M HOUSE = 2480 sq.ft. \ •�000� pP,���N� E 1 l ��S T.S.= TRAFFIC 2480 x 1 x 0.17 = 422 cu.ft \ \ °F d5 \ �P' BEARING SLAB DRIVEWAY (PERVIOUS) = 690 sq.ft. ` \�yC�j���� wo" �a'� PP.J��� � yOM 690 x 0.8 x 0.17 — 94 cu.ft ` \ �v�P of OF �o ELIz.o � �77CS AvrEWDMIL \0 �� "'9 ENo PLuc 516/42.2 — 12.2 VF 16 cu.ft , ���. \ �i EL I I.7'>�m MADE TO MADE D CASINO EL.s.4' PROVIDE (4) DRY WELLS 8'0 X 4' DEEP \ ti° µ1 a"a' I USED ONF�DAM� r rAAx VIAX OWWY " OR EQUAL , DO R�cR� G 10 , LOCAfE CROP T Ir FOR PANTANCE _ �t• ' \ 1 \ pIF O� nEr I.E. r a- – PIPE \ ` \ O r�j� "K M PPE aCLASS 9.7' a• ,C s 1' , ko! LE \ O• �\I \v k� Lt PER FO E• Illd .i A4 pb 6.6 a \ ��\ �,` 150 * Lrfrnl T de,:�oo Fpr ar a�+ 4mmh[e)maww Pais r ncTIVE FLOOD ZONES FROM FIRM 36103C0166H `� �� N07F' aavl LIE tar,r s'aEaP) ` \ l SUBSURFACE SEWAGE DISPOSAL WT a.ELAA— -!4•MN. F NEW YORE ELEVATION & CONTOUR LINE ARE REFERENCED FROM NGVD88 \ °�v\V �� ---- — 1 O �I►ET2�. SYST�'M DES/GN BY- _ oRaUwD WATER WATER EL= "i Q t' JOSEPH FISCHETTI, PE �NCFIES►EV3W=aMMIDWER 1 ��a� " t- ,41 \ P SAMILL MMERIAL TO BE CLEAN SAID k GRAVEL HOBART ROAD �L. The location of public water, wells and cesspools shown hereon ore from field observations and or from data obtained from others. \ Jg��G SOUTHOLD, N.Y. 11971 1.200 GALLON CYLINDRICAL SEPTIC TANK DETAIL lQ (631) 765-2954 HIS 4E I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL ` aS tz.Eaa,�y� AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE BY THE CONDITIONS SET FORTH THEREIN AND ON THE \ SEP77C SYSTEM PERMIT TO CONSTRUCT. AS BUIL T 200 GALLON PRECAST CYL/NDR/CAL SEPTIC TANK. [1] 1, N.Y.S. LIC. N0. 49618 ANY ALTERATION OR ADD/I]ON TO THIS SURVEY IS A VIOLATION [1] N.Y.S. LIC. N0. 051132-012-01 SEC77ON 7209 PER SEF THEON NEW YORK STAT 2. DALL CERTIFICATIONS AREA=29,051 SOFT. [6] 810 x 2 FT. HIGH PRECAST CONCRETE LEACH/NG POOLS PECON/C SU YORS, P.C. EXCEPT HEREON ARE VALID FOR THIS MAP AND COP/ES THEREOF ONLY IF WITH 3' SAND COLLAR (SM) 2' ABOVE GROUND WATER (631) OX 90920 FAX (631) 765-1797 SAID MAP OR COPIES BEAR THE IMPRESSED SEAL OF THE SURVEYOR Or 0.667 ACRES (t0 tie line) 12JP.O. BOX 909 OSE SIGNATURE APPEARS HEREON. OU TRAVELER STREET WH srxoLD, N.Y. 11971 15-251 I`) lUi MAR 17 20?3 ° SURVEY OF PROPERTY SCDHS REF# R10 19—0008._ �r�E�<< `� �t�bb't0�o�5 A T GOOSE CREEK °'� ���a LOT COVERAGE TO WN OF SO UTHOLD 17686 SO. FT. TO WETLANDS \ N HOUSE =2169 SOFT. \ SUFFOLK COUNTY, N. Y. DECK - SQ° 3oFr \ 1000-78-07-14 2967 3Q.TT \ SCALE: 12=40` 2967/17656 —„16.8x \ MARCH 25, 2016 \ APRIL 28, 2016 (REVISIONS) .� 'IVA JULY 13, 2016 (PROP. HOUSE) AUGUST 16, 2016 (PROP. SEP77C) DECEMBER 15, 2016 (HA YBA LES & SILT FENCING) APRIL 21, 2017 (REVISIONS) MARCH 12, 2018 (REV1SlONS) �SQ 9�� OCTOBER 16, 2018 (SCDHS COMMENTS) °� , \ �► \ DECEMBER 19, 2018 (REI//S/ONS) �- �” ` ` °� �• 'rte,, JUNE 18, 2020 BUILDING FOOTPR/NT '' ) 'N \ SEPTEMBER 9, 2021 (FOUNDATION LOCATION) h.0 `, A ' LAI �. \ \ JANUARY 13, 2022 (REVISED SEPTIC SYSTEM) \ \ \ JUNE 10, 2022 (SCDHS FINAL) '�o. \ zo° JULY 21, 2022 (REVISIONS) ss• � \ \ JANUARY 16, 2023 FINAL �� 01 je \ - �``' • - A' MARCH 8, 2023 (ADD DRYWELL) Irol 0\\ TEST HOLE DATA 1\10 BY MCDONALD GEOSC/ENCE J►�` , {3 "' • 12/30/15 "a DARK BROWN SANDY LOAM OL DWS® BROWN SILTY SAND SM �cd�-� Q. Dw401 © �O \ 30 Opp GREYISH BROWN CLAYEY SAND SC ��'' X101 F pq-\� '0' �No �• ,�� A B A B �\\ t�'• DW3 5, flog 2.9 5.7 �`� V f1M1TS OF CLEARING d Dwz o�& � ` xA E � R WATER IN GREYISH BROWN CLAYEY SAND SC "h �` AND GROUND ° ��`� `�'� a *N o 5 0 DWI 18' 59.6' ST 21' 34.5' 7' P \ �\� DISTURBANCE y� � y�a��v tio Q0 lop O \ •1,00 \k '?• �,o �a s� hti \�`��, • SS �'� DW2 6Z6'28.6' LP1 28• 6.5, WATER IN BROWN SILTY SAND SM •'�1 h• ¢ ` ' �' °' o��` B NEX Po3E pP T.S \ (P r1Q�Z°UNE � �•4` \9ti, e 41 �1 Foos of Of QPM \,\\�G Rl DW3 70' S 6' LP2 24' 0.5' \ �• s• aA GE \� T.S. 10 \\ti �\,���t�q L �o�,�P E�.• p\P� or° p' �� Q J�� O IF \�\,\. 'j` \. DW4 18" 141.6'1LP3 30' 16' WATER IN BROWN FINE SAND SP �t• a ' `e ° E � •� LP \� 00� \� T.S off, y� E y" `' LP4 3 17 \ +1, �. ` s s. — P� pE� DRY WELLS 4 23.5 \ \ �''�1 O 6' °s� • \`\ 0 E p0 �EZI ��� RAIN RUNOFF T.S. WATER ENCOUNTERED 5.7 BELOW SURFACE ` C1� h� AO4 `� Oo• QO '(� 5� \ \ CONTAINMENT LP5 37.5' 29' P \ ����� j lQ \,\,\�P Rl �S 33.5' RAIN RUNOFF CONTAINMENT \ ss. o v+;, J Oc F \ o � � �$ �P �o I �o SEPnC SYSTEM HOSE = 2480 sq.ft. \ 1poE�S E� \J�S LOCATION f PP �P� T.S.— TRAFFIC . 480 x 1 x 0.17 = 422 cu.ft � ` o �t \ BEAR/NG SLAB DRI VEVYAY (PERVCOUS) = fi34 sg.ft. ` \ ��� mo \ �pC P }� �� 690 x9,8 x 0.17 = 94 cu.ft \ \ ,v�P pf? '` N�FLR 9.AtE at OWER SEP1IC SY51E1/AETi1K 516 cu.ft \ EL 12.0' euTN E� MW 10 am" 516/42.2 = 12.2 VF \ \ EL. It.7WASYM auae M PLUG LOWS E1HB l.E. PROVIDE (4) DRY WELLS 8*0 X 4' DEEP OR EQUAL \ ti� \ O R1lao' ��,� z"K 2A CLEAN M a.Wr ALL DRY WELLS ARE CONNEC7ED TO GUTTERS AND LEADERS OF HOUSE \ .a�` \ 1p v!o��� Oct.\' O� I E °—, '0A""W""M =® PIPE c``• \ ` G�cj 2M WE CR"K•MA MASS 9.7' s• ,• I E. °L°.".a m"ar� r - Meei.fir.a w. s.s FLOOD ZONES FROM FIRM 36103C0166H \ �( � �5� �„ T a..:+oMib.•.w d1 NOTE.• r clip) '" ELEVATION & CONTOUR LINE ARE REFERENCED FROM NAVD88 ��\� \ SUBSURFACE SEWAGE DISPOSAL Wra 9L"— �4 MOL SYSTEM DESIGN BY W-o•°M1AE7R Fil CROM WIRM WATER EL-2.9' r1EW Y \ \ \� JOSEPH FISCHET71, PE raresr rArticiea aauo�wmr OFA The location of public water, wells and cesspools shown hereon are \ HOBART ROAD from field observations and or from data obtained from others. \ OvBJG SOUTHOLD, N.Y. 11971 1.200 GALLON CYLINDRICAL SEPTIC TANK DETAIL l4 (631) 765-2954 "" c I AM FAMILIAR WITH THE STANDARDS FOR APPROVAL AND CONSTRUCTION OF SUBSURFACE SEWAGE DISPOSAL \ SYSTEMS FOR SINGLE FAMILY RESIDENCES AND WILL ABIDE \ _ BY THE COND/TIONS SET FORTH THEREIN AND ON THE �� PERMIT TO CONSTRUCT. SE�pTIC SYSTEM (AS BUILT) ANY ALTERA770N OR ADD177ON 70 THIS SURVEY IS A WOLA77ON [11 1,200 GALLON PRECAST CYUNDR/CAL SEPTIC TANK. N.Y.S. 0. 49618 N.Y.S. UC. N0.•051132-01 OF SEC77ON 7209 OF THE NEW YORK STATE EDUCA77ON LAW [6] 810 x 2 FT. HIGH PRECAST CONCRETE LEACHING POOLS PECON/C S YORS, P.C. EXCEPT AS PER SEC77ON 7209—SUBDIVISION 2. ALL CER7IFICA77ONS AREA=29,051 SOFT . HEREON THIS MAP AND COPIES fMTH 3' SAND COLLAR (SM) 2' ABOVE GROUND WATER (631) 765-5020 FAX (631) 765-1797 SAID MAP OR COPIES BEARTHE IMPRESSED SEALOOF 7HESURVEYOR or 0.667 ACRES (to tie line) P.O. BOX 909 SOUTHOLD, N.Y. 11971 STREET 15-251 OSE SIGNATURE APPEARS HEREON. 12JO TRAVELER PROJECT: NEW EMAIL: 2 STORY RESIDENCE TABLE R301.2,1) CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA a� info©cgarten.cor NAME: ECKERT RESIDENCE WIND DESIGN SUBJECT TO DAMAGE FROM ADDRESS: 1035 WATERVIEW DRIVE GROUND SEISMIC ICE SHIELD AIR MEAN SNOW PEED (MPH) ESIGN WINTER FLOOD TOPOGRAPHIC SPECIAL WIND WIN)-BORNE WHEATHERING FROST LINE TERMITE DESIGN UNDERLAYMENT HAZARD FREEZING ANNUAL LOAD ATEGORY DEPTH TEMP. REQUIRED INDEX TEMP SOUTHOLD, NY 11971 130 EFFECTS REGION DEBRIS ZONE 20 PSF NO NO 1 MILE FROM B SEVERE 3FT. MOD./HVY. SEE REQUIRED PER 599 51' COAST AND FIRE ISLAND BELOW .0. S.H. 1. ALL CONSTRUCTION SHALL CONFORM TO THE 2020 EDITION OF THE RESIDENTIAL R308.4.5 GLAZING AND WET SURFACES. GLAZING IN WALLS, ENCLOSURES OR [NY) R314.4 INTERCONNECTION. WHERE MORE THAN ONE SMOKE ALARM IS R408.1 VENTILATION. THE UNDER-FLOOR SPACE BETWEEN THE BOTTOM OF THE R608.9.2 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED FENCES CONTAINING OR FACING HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM REQUIReo TO BE INSTALLED WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY FLOOR SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS AND CODE OF NEW YORK STATE. ROOMS, BATHTUBS, SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE WITH SECTIC)hLIGHT-FRAMED FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH ONE OF Z I--- R314.3, THE ALARM DEVICES SHALL BE INTERCONNECTED IN SUCH A ABASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS 1A. THE DESIGN LOAD CALCULATIONS ARE TAKEN FROM "MINIMUM DESIGN LOADS THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES MANNER THAT 1"F ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE ALARMS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE THE FOLLOWING: APPROVED AS NOT D FOR FLOOR SYSTEMS OF WOOD-FRAMED CONSTRUCTION, THE PROVISIONS 0 �W-' U n rn FOR BUILDINGS AND OTHER STRUCTURES BY THE AMERICAN SOCIETY OF CIVIL MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE SHALL BE IN THE INDIVIDUAL DWELLING UNIT. [NY] R314.4.1 HEAT DETECTION NOT LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 OF SECTION R608.9.1 AND THE PRESCRIPTIVE DETAILS OF FIGURES DATE: B.P.# � o " CONSIDERED TO BE A HAZARDOUS LOCATION. THIS SHALL APPLY TO SINGLE GLAZING INTERCONNECTION. HEAT DETECTION SHALL BE CONNECTED TO AN ALARM OR M2) OF UNDER-FLOOR SPACE AREA, R408.2 OPENINGS FOR UNDER-FLOOR R608.9(1) THROUGH R608.9(4). 00 ENGINEERS AND ARE AS FOLLOWS: AND EACH PANE IN MULTIPLE GLAZING. SMOKE ALARM THAT IS INSTALLED IN THE DWELLING UNIT. FIRST FLOOR 40 LBS. LL., + 10 LBS. DL. = 50 LBS / S.F. TOTAL LOAD VENTILATION. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT FEE: 6 BY: Q LLl `1 EXCEPTION: 13314.5 COMBINATION ALARMS. COMBINATION SMOKE AND CARBON MONOXIDE SECOND FLOOR 30 LBS. LL., + 10 LBS. DL. = 40 LBS / S.F. TOTAL LOAD GLAZING THAT IS MORE THAN 60 INCHES, MEASURED HORIZONTALLY AND IN A ALARMS SHALL BE PERMITTED TO BE USED IN LIEU OF SMOKE ALARMS. LESS THAN 1 SQUARE FOOT (0.0929 M2) FOR EACH 150 SQUARE FEET (14 M2) OF 13608.9.3 CONNECTIONS BETWEEN CONCRETE WALLS AND LIGHT-FRAMED NOTIFY BUILDING DEFARTMENT AT U I- D }. ATTIC (UNINHABLE) 20 LBS. LL., + 10 LBS. DL. = 30 LBS / S.F. TOTAL LOAD STRAIGHT LINE, FROM THE WATERS EDGE OF A BATHTUB, HOT TUB, SPA, R314.6 POWER SOURCE. SMOKE ALARMS SHALL RECEVE THEIR PRIMARY POWER UNDER-FLOOR AREA. CEILING AND ROOF SYSTEMS. CONNECTIONS BETWEEN CONCRETE WALLS 765-1802 8 AM TO 4 P'A FOR THE z AND LIGHT-FRAMED CEILING AND ROOF SYSTEMS SHALL BE IN � F= ROOF 45 LBS. LL., + 20 LBS. DL. = 65 LBS / S.F. TOTAL LOAD WHIRLPOOL OR SWIMMING POOL OR FROM THE EDGE OF A SHOWER, SAUNA OR FROM THE BUILDING WIRING WHERE SUCH WIRING IS SERVED FROM A COMMERCIAL ACCORDANCE WITH THE FOLLOWING: FOR CEILING AND ROOF SYSTEMS OF FOLLOWING INSPECTIONS: _ w � 13408.4 ACCESS. ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. STEAM ROOM. SOURCE AND, WHERE PRIMARY POWER IS INTERRUPTED, SHALL RECEIVE POWER WOOD-FRAMED CONSTRUCTION THE PROVISIONS OF SECTION R608.9.1 1. FOUNDATION - TWO REQUIRED p . CHAPTER 3-BUILDING PLANNING R308.4.6 GLAZING ADJACENT TO STAIRS AND RAMPS. GLAZING WHERE THE BOTTOM FROM A BATTERY. ACCESS OPENINGS THROUGH THE FLOOR SHALL BE NOT SMALLER THAN 18 INCHES L1_I EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE PLANE OF BY 24 INCHES (457 MM BY 610 MM). AND THE PRESCRIPTIVE DETAILS OF FIGURES 13608.9(9) AND 13608.9(10). FOR POUREDFRAMINGC&EPLUMBING , = Q � 13301.1 APPLICATION. BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDINGS BETWEEN FLIGHTS OF [NZ] R315.1 GENERAL. CARBON MONOXIDE ALARMS SHALL BE PROVIDED IN 2. ROUGH SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE STAIRS AND RAMPS SHALL BE CONSIDERED TO BE A HAZARDOUS LOCATION. ACCORDANCE WITH SECTION 915 OF THE FIRE CODE OF NEW YORK STATE. CHAPTER 5 - FLOORS CHAPTER 7 WALL COVERING 3. INSULATION T 0 U O CONSTRUCTED TO SAFELY 4. FINAL - CONSTPUC ►ON MUST � o z LOADS, ROOF LOADS, FLOOD LOADS, SNOW LOADS, WIND LOADS AND SEISMIC 13317.1 LOCATION REQUIRED. PROTECTION OF WOOD AIND WOODBASED PRODUCTS BE COMPLETE FOR C.O. ~ � (0 I-- LOADS AS PRESCRIBED BY THIS CODE. R310.1 Y ESCAPE AND RESCUE OPENING REQUIRED. BASEMENTS, 13502.1.1.1 PRESERVATIVE-TREATED LUMBER. PRESERVATIVE TREATED DIMENSION LUMBER SHALL BE 13702.1 GENERAL. INTERIOR COVERINGS OR WALL FINISHES SHALL BE HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE FROM DECAY SHALL BE PROVIDED IN THE FOLLOWING LOCATIONS BY THE USE OF IDENTIFIED AS REQUIRED BY SECTION 13317.2. ALL CONSTRUCTION SHALL MEET THE _ < INSTALLED IN ACG�RDANCE WITH THIS CHAPTER AND TABLE 13702.1(1), 13502.1.1.2 END-JOINTED LUMBER. APPROVED ENDJOINTED LUMBER IDENTIFIED BY A GRADE MARK TABLE R702.1(2) TABLE R702.1(3) AND TABLE R702.3.5. REQUIREMENTS OF THE CODES OF NEW W R301.2 CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA. BUILDINGS AND PORTIONS OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING. WHERE BASEMENTS CONTAIN NATURALLY DURABLE WOOD OR WOOD THAT IS PRESERVATIVE-TREATED IN CONFORMING TO SECTION R502.1.1 SHALL BE PERMITTED TO BE USED INTERCHANGEABLY WITH Q THEREOF SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE WIND PROVISIONS OF ONE OR MORE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING ACCORDANCE WITH AWPA U1. SOLID-SAWN MEMBERS OF THE SAME SPECIES AND GRADE. END-JOINTED LUMBER USED IN AN MATERIAR702.3.1 MATERIALS. GYPSUM BOARD AND GYPSUM PANEL PRODUCT YORK STATE. NOT RESPONSIBLE FOR hl MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C22, C475, THIS CODE USING THE ULTIMATE DESIGN WIND SPEED IN TABLE R301.2(1) AS SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RES-CUE 1. WOOD JOISTS OR THE BOTTOM OF A WOOD STRUCTURAL FLOOR WHERE ASSEMBLY REQUIRED ELSEWHERE IN THIS CODE TO HAVE A FIRE-RESISTANCE RATING SHALL HAVE THE DESIGN OR CONSTRUCTION ERRORS. U OPENINGS SHALL OPEN DIRECTLY INTO A PUBLIC WAY, OR TO A YARD OR COURT THAT CLOSER THAN 18 INCHES (457 MM) OR WOOD GIRDERS WHERE CLOSER THAN 12 DESIGNATION 'HEAT-RESISTANT ADHESIVE'OR 'HRA'INCLUDED IN ITS GRADE MARK. C514, C1002, C1 C47, C1177, C1178, C1278, C1396, C1658 OR C1766 AND DETERMINED FROM FIGURE R301.2(5)A. R502.1.2 PREFABRICATED WOOD I-JOISTS. STRUCTURAL CAPACITIES AND DESIGN PROVISIONS FOR SHALL BE INSTAL.ED IN ACCORDANCE WITH THE PROVISIONS OF THIS R301.2.1.2 PROTECTION OF OPENINGS. EXTERIOR GLAZING IN BUILDINGS LOCATED IN OPENS TO A PUBLIC WAY. INCHES (305 MM) TO THE EXPOSED GROUND IN CRAWL SPACES OR UNEXCAVATED PREFABRICATED WOOD I-JOISTS SHALL BE ESTABLISHED AND MONITORED IN ACCORDANCE WITH ASTM SECTION. WINDBORNE DEBRIS REGIONS SHALL BE PROTECTED FROM WINDBORNE DEBRIS. AREA LOCATED WITHIN THE PERIPHERY OF THE BUILDING FOUNDATION. D5055. R702.3.1.1 ADHESVES. EXPANDABLE FOAM ADHESIVES FOR THE GLAZED OPENING PROTECTION FOR WINDBORNE DEBRIS SHALL MEET THE R310.1.1 OPERATIONAL CONSTRAINTS AND OPENING CONTROL DEVICES. WINDOW 2. WOOD FRAMING MEMBERS THAT REST ON CONCRETE OR MASONRY EXTERIOR 02.1.3IS REQUIRED NSTRUCTURAL CLUEDLAMINATED TTIMBERS. AND ASTM LAMINATED TIMBERS SHALL BE MANUFACTURED INSTALLATION OF GYPSUM BOARD AND GYPSUM PANEL PRODUCTS SHALL ANANSI REQUIREMENTS OF THE LARGE MISSILE TST OF ASTM E 1996 AND ASTM E 1886 AS OPENING CONTROL DEVICES COMPLYING WITH ASTM F 2090 SHALL BE PERMITTED FOUNDATION WALLS AND ARE LESS THAN 8 INCHES(203 MM) FROM THE EXPOSED GROUND. CONFORM TO ASTM C6464. COMPLY WITH ALL CODES OF MODIFIED IN SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION FOR FOR USE ON WINDOWS SERVING AS A REQUIRED EMERGENCY ESCAPE AND RESCUE 3. SILLS AND SLEEPERS ON A CONCRETE OR MASONRY SLAB THAT IS IN DIRECT WINDBORNE DEBRIS SHALL MEET THE REQUIREMENTS OF AN APPROVED OPENING. CONTACT WITH THE GROUND UNLESS SEPARATED FROM SUCH SLAB BY AN 13502.3.3 FLOOR CANTILEVERS. FLOOR CANTILEVER SPANS SHALL NOT EXCEED THE NEW YORK STATE & TOWN CODES 13702.4.1 GENEFAL CERAMIC IMPACT-RESISTING STANDARD OR ANSI/DASMA 115. IMPERVIOUS MOISTURE BARRIER. NOMINAL DEPTH OF THE WOOD FLOOR JOIST. TILE SURFACES SHALL BE INSTALLED IN AS REQUIRED AND CONDITIONS OF 13310.2.1 MINIMUM OPENING AREA. EMERGENCY ESCAPE AND RESCUE OPENINGS ACCORDANCE VITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, R302.5 DWELLING-GARAGE OPENING AND PENETRATION PROTECTION. SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 R318.1 SUBTERRANEAN TERMITE CONTROL METHODS. IN AREAS SUBJECT TO R502.8 CUTTING, DRILLING AND NOTCHING. STRUCTURAL FLOOR MEMBERS SHALL A118.1, A118.3,A136.1 AND A137.1. R702.4.2 BACKER BOARDS. "''" NOT BE CUT, MATERIALSR302.5.1 OPENING PROTECTION. OPENINGS BETWEEN THE GARAGE M2). DAMAGE FROM TERMITES AS INDICATED BY TABLE R301.2(1), PROTECTION SHALL BE FIGURE R502.8 GRED OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN AREAS AND UWDL PANELS INSSHOW RFORALL AR AS SHALLTILE INBBE OF MAT RANDRIALS �'A "T ' - NNGBOARD 9 AND THE RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS BY ONE, OR A COMBINATION, OF R502.10 FRAMING OF OPENINGS. OPENINGS IN FLOOR FRAMING SHALL BE FRAMED LISTED IN TABS R702.4.2, AND INSTALLED IN ACCORDANCE WITH THE NOT LESS THAN 1 3/8" IN THICKNESS, SOLID OR R310.2.2 WINDOW SILL HEIGHT. WHERE A WINDOW IS PROVIDED AS THE EMERGENCY THE FOLLOWING METHODS: WITH HEADER AND TRIMMER JOISTS. MANUFACTUREIS RECOMMENDATIONS. --------- � WNTRUSTEES HONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8" THICK, ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 1. CHEMICAL TERMITICIDE TREATMENT IN ACCORDANCE WITH SECTION R318.2. _ OR 20 MINUTE FIRE-RATED DOORS, EQUIPPED WITH A SELF- 44 INCHES ABOVE THE FLOOR; WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL 2. TERMITE-BAITING SYSTEM INSTALLED AND MAINTAINED IN ACCORDANCE WITH THE LABEL R506.1 GENERAL. CONCRETE SLAB-ON-GROUND FLOORS SHALL BE DESIGNED AND R702.7 VAPORRETARDERS. CLASS I OR II VAPOR RETARDERS ARE �- 4 CLOSING DEVICE. BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SECTION R310.2.3. 3. PRESSURE-PRESERVATIVE-TREATED WOOD IN ACCORDANCE WITH THE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION OR ACI REQUIRED ON HE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, R310.2.3 WINDOW WELLS. THE HORIZONTAL AREA OF THE WINDOW WELL SHALL BE PROVISIONS OF SECTION R317.1. 6, 7, 8 AND MRINE 4. R302.6 DWELLING-GARAGE FIRE SEPARATION. THE GARAGE SHALL BE SEPARATED NOT LESS THAN 9 SQUARE FEET, WITH A HORIZONTAL PROJECTION AND WIDTH OF 4. NATURALLY DURABLE TERMITE-RESISTANT WOOD. SOILSFLOORS SHALL SEE SECTION 134403.1.8). BE A MINIMUM 3-1/2 INCHES (89 MM) THICK (FOR EXPANSIVE AS REQUIRED BY TABLE R302.6. OPENINGS IN GARAGE WALLS SHALL COMPLY WITH NOT LESS THAN 36 INCHES. THE AREA OF THE WINDOW WELL SHALL ALLOW THE 5. PHYSICAL BARRIERS IN ACCORDANCE WITH SECTION R318.3 AND USED IN SOIL , 13703.1 GENERA. EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A SECTION 13302.5. ATTACHMENT OF GYPSUM BOARD SHALL COMPLY WITH TABLE EMERGENCY ESCAPE AND RESCUE OPENING TO BE FULLY OPENED. LOCA11ONS AS SPECIFIED IN SECTION R317.1. 13507.2 MATERIALS. MATERIALS USED FOR THE CONSTRUCTION OF DECKS SHALL COMPLY WITH WEATHER-RESTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL 6. COLD-FORMED STEEL FRAMINg in accordance with Sections R505.2.1 and R603.2.1. ENVELOPE SH/L INCLUDE FLASHING AS DESCRIBED IN SECTION R703.4. �+ R702.3.5. THE WALL SEPARATION PROVISIONS OF TABLE R302.6 SHALL NOT APPLY THIS SECTION. OCCUPANCY O TO GARAGE WALLS THAT ARE PERPENDICULAR TO THE ADJACENT DWELLING UNIT 13310.4 BARS, GRILLES, COVERS AND SCREENS. BARS, GRILLES, COVERS, SCREENS OR SIMILAR DEVICES ARE PERMITTED TO BE PLACED OVER EMERGENCY ESCAPE AND CHAPTER 4 - FOUNDATIONS R507.2.1 WOOD MATERIALS. WOOD MATERIALS SHALL BE NO. 2 GRADE OR BETTER R703.3.1 SOFF INSTALLATION. SOFFITS SHALL COMPLY WITH SECTION USE IS UNLAWFUL WALL LUMBER, PRESERVATIVE-TREATED IN ACCORDANCE WITH SECTION R317, OR R703.3.1.1, SEFION R703.3.1.2 OR THE MANUFACTURER'S INSTALLATION CERTIFICATE RESCUE OPENINGS, BULKHEAD ENCLOSURES, OR WINDOW WELLS THAT SERVE SUCH R302.7 UNDER-STAIR PROTECTION. ENCLOSED SPACE UNDER STAIRS THAT IS OPENINGS, PROVIDED THAT THE MINIMUM NET CLEAR OPENING SIZE COMPLIES WITH 1. ALL FOUNDATIONS TO CONFORM WITH 2020 RESIDENTIAL CODE OF NEW YORK STATE CHAPTER 4, APPROVED, NATURALLY DURABLE LUMBER, AND TERMITE PROTECTED WHERE INSTRUCTIONS. ESSED BY A DOOR OR ACCESS PANEL SHALL HAVE WALLS, UNDER-STAIR SECTIONS R310.1.1 TO R310.2.3, AND SUCH DEVICES SHALL BE RELEASABLE OR FOUNDATIONS, U.O.N. REQUIRED IN ACCORDANCE WITH SECTION R318. WHERE DE5ir," IN ACCORDANCE WITHOUT C ACCREMOVABLE FROM WITH SECTION R301 IS PROVIDED, WOOD STRUCTURAL MEMBERS SHALL ec DESIGNED R703.4 FLASHG. APPROVED CORROSION-RESISTANT FLASHING SHALL SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2-INCH KNOWLEDGE OR FORCE GREATER THAN HATU EQUOIR D FOR THE NORMAL L OF TWO TONSNPERSSQUARE FOOT AND CSHALL LEXTEND 3'-O* MIN. BELON FlNIVA7Z (;RADE. CAPACITY USING THE WET SERVICE FACTOR DEFINED IN AWC NDS. BE APPLIED SNGLE-FASHION IN A MANNER TO PREVENT ENTRY OF OF OCCUPANCY (12.7 MM) GYPSUM BOARD. OPERATION OF THE ESCAPE AND RESCUE OPENING. 3. FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL ORCUPINA71ON OF BOTH W\vAµAY WATER INTO E WALL CAVITY OR PENETRATION OF WATER TO THE CONTAIN SMALL AMOUNTS OF OF STONES OR PEBBLES OVER ONHNCH IN LARGEST DIMENSION. %yj R507.2.2 PLASTIC COMPOSITE DECK BOARDS, STAIR TREADS, GUARDS, OR BUILDING STRITURAL FRAMING COMPONENTS. APPROVED NONE OVER TWO INCHES, BUT DOES NOT CONTAIN CLAY, LOAM,)RZANIC MATERIAL, DEBRIS AND HANDRAILS. PLASTIC COMPOSITE EXTERIOR DECK BOARDS, STAIR TREADS, GUARDS CORRASION-RIISTAN T FLASHINGS SHALL BE INSTALLED AT THE CEILING FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR WALL ANDG FINISHES. FLAME SPREAD AND SMOKE DEVELOPED INDICES FOR WALL AND 310.5 . WERE RDWELLING ADDITIONS. DWELLING ADDITIONS CONTAIN SLEEPING CEILINFROZEN MATERIAL FOLLOWING LOTIONS: ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN 4. SOIL COMPACTION AND DENSITIES SHALL COMPLY WITH HE REQUIREMENTS OF ASTMD1557, THIS KECTIOmLS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM D7032 AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTIONS R302.9.1 THROUGH R302.9.4. METHOD C, COMPACT UNDER SLABS, FOUNDATIONS, AND FOO11%AT ONE HUNDRED PERCENT OF THIS SEC11Cnv. EXTERIOR WOPI AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW RERSUTAIPI STORM WATER RUNOFF EACH NEW SLEEPING ROOM. WHERE DWELLING ADDITIONS HAVE BASEMENTS, AN AND DOOR OPINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR PURSUANT TO CHAPTER 2V MAXIMUM DENSITY. COMPACT BACKFILL AT WALLS, EMBANKMENTS,IND UNDER PAVED AREAS AT NINETY 13507.3.2 MINIMUM DtPTH, DECK FOOTINGS SHALL EXTEND BELOW THE FROST LINE EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE PROVIDED IN THE NEW WALL FINISH CTO THE WATER-RESISTIVE BARRIER COMPLYING WITH OF THE 1pWtV CODE. � R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION. BASEMENT: PERCENT OF MAXIMUM DENSITY. SPECIFIED IN TABLE 13301.2.(1) IN ACCORDANCE WITH SECTION R403.1.4.1. SECTION 703.2 FC SUBSEQUENT DRAINAGE. 5.R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PLATES AND WOAD WALLS SUPPORTED DIRECTLY ON FLAME SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN EXCEPTIONS: CONTINUOUS FOUNDATIONS SHALL BE ANCHORED TO THE FOUNDAPON IN ACCORDANCE WITH THIS R507.5 DECK BEAMS. MAXIMUM ALLOwnBLE,SPANS FOR WOOD DECK BEAMS, AS CHAPTER 8 ROOF=EILING CONSTRUCTION ACCORDANCE WITH SECTIONS 13302.10.1 THROUGH 13302.10.5. 1. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW SECTION. SHOWN IN FIGURE 13507.5, SHALL BE IN ACCORDANCE WITH TABLE 13507.5. BEAM 13302.11 FIREBLOCKING. FIREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED BASEMENT THAT CONTAINS A SLEEPING ROOM WITH AN EMERGENCY ESCAPE AND 6. R401.3 DRAINAGE. SURFACE DRAINAGE SHALL BE DIVERTED TO A FESCUE OPENING. STORM SEWER CONVEYANCE OR OTHER APPROVED POINT OF COUfCTION PLIES SHALL BE FASTENED WITH TWO ROWS OF 10D (3-INCH Ef 0.128-INCH) R802.1.1 SAWN LLPER. SAWN LUMBER SHALL BE IDENTIFIED BY A CONSTRUCTION IN THE FOLLOWING LOCATIONS: THAT DOES NOT CREATE A HAZARD. LOTS SHALL BE GRADED TO NAILS MINIMUM AT 16 INCHES 406 MM ON CENTER ALONG EACH EDGE. BEAMS GRADE MARK OF A ACCREDITED LUMBER GRADING OR INSPECTION 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED 2. AN EMERGENCY ESCAPE AND RESCUE OPENING IS NOT REQUIRED IN A NEW DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE ( ) BASEMENT WHERE THERE IS AN EMERGENCY ESCAPE AND RESCUE OPENING IN AN SHALL BE PERMITTED TO CANTILEVER AT EACH END UP TO ONE-FOURTH OF THE AGENCY AND HAVLDESIGN VALUES CERTIFIED BY AN ACCREDITATION SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: ,EXISTING.BASEMENT THAT IS ACCESSED FROM THE NEW BASEMENT. SHALL FALL NOT FEWER THAN 6 INCHES(152 MM) WITHIN THE FIRST 10 RET(3048 MM). ALLOWABLE BEAM SPAN. BODY.THAT COMPLS WITH DOC PS 20. PLUMBER CERTIFICATION SP VERTICALLY LL THE CEILING AND FLOOR LEVELS. 7.ALL FOOTINGS AND FOUNDATION TO BE REINFORCED CONCRETE DESIGNED IN ACCORDANCE WITH SECTION W R403/FOOTINGS AND SECTION R404/FOUNDATION WALLS. , R802.3 RIDGE. A LIGE BOARD USED TO CONNECT OPPOSING RAFTERS ON LEAD CONTENT BEFORE- � 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET (3048 MM). 8. R4os.1 CONCRETE AND MASONRY FOUNDATION DAMPPRoffING. R507.9.1.1 LEDGER DETAILS. DECK LEDGERS SHALL BE A MINIMUM CERTIFICATE OF`OCCUPANCY 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS R311.1 THE MEANS OF EGRESS SHALL PROVIDE A CONTINUOUS AND UNOBSTRUCTED EXCEPT WHERE REQUIRED A SECTION R406.2 FOU D BE WATERPR06ED, SHALL BE NOT LE., THAN 1 INCH (25 MM) NOMINAL THICKNESS AND OCCUR AT SOFFITS, DROP CEILINGS AND COVE CEILINGS. PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ALL PORTIONS OF THE FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIORSPACES 2-INCH E 8-INCH (51 MM BY 203 MM) NOMINAL, NOT LESS IN DEPV THAN THE CUT END OF THE RAFTER. 0' Lul M 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BorroM OF THE RUN. DWELLING TO THE REQUIRED EGRESS DOOR WITHOUT REQUIRING TRAVEL THROUGH A AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM THEIIGHER PRESSURE-PRESERVATIVE-TREATED SOUTHERN PINE, INCISED SOLDER USED IN WATER U T- GANGE. THE REQUIRED EGRESS DOOR SHALL OPEN DIRECTLY INTO A PUBLIC WAY OF (A) THE TOP OF THE FOOTING OR (B) 6 INCHES (152 MM) BLOW THE PRESSURE-PRESERVATIVE. TREATED HEM-FIR, OR APPROVED, 13802.4.3 HIPS AN VALLEYS. HIP AND VALLEY RAFTERS SHALL BE NOT SUPPLY SYSTEM CANNOT Z ENOLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION 13302.7. TOP OF THE BASEMENT FLOOR, TO THE FINISHED GRADE. MASONLY WALLS NATURALLY DURABLE, N0. 2 GRADE OR BETTER LUMBER. LESS THAN 2 INCES (51 MM) NOMINAL IN THICKNESS AND NOT LESS IN EXCEED 2/10 OF 1% LEAD. W W 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES AND WIRES AT CEILING AND FLOOR OR t0 A YARD OR COURT THAT OPENS TO A PUBLIC WAY. LE/EL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF SHALL HAVE NOT LESS THAN 3/8-INCH (9.5 MM) PORTLAND C1XNT CCMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE PARGING APPLIED TO THE EXTERIOR OF THE WALL 1 13507.9.1.2 BAND JOIST DETAILS. BAND JOISTS SUPPORTING A LEDGER SHALL BEA DEPTH THAN,THE CUT END OF THE RAFTER. � � Z 133'12 EGRESS DOOR. ASTM E136 REQUIREMENTS. NOT LESS THAN ONE EGRESS DOOR SHALL BE PROVIDED MINIMUM 2-INCH-NOMINAL (51 MM), SOLID-SAWN, SPRUCE-PINE-FIR OR BETTER R802.4.6 COLLAR IES. WHERE' COLLAR TIES ARE USED TO CONNECT 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R1003.19. FOI EACH DWELLING UNIT. THE EGRESS DOOR SHALL BE SIDE-HINGED, AND SHALL R401.4.1 GEOTECHNICAL EVALUATION. IN LIEU OF ACOMPLETE OPPOSING RAFTER., THEY SHALL BE LOCATED IN THE UPPER THIRD OF 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF PR)VIDE A CLEAR WIDTH OF NOT LESS THAN 32 INCHES (813 MM WHERE LUMBER OR A MINIMUM 1-INCH BY 91/2-INCH (25 MM DE 241 MM) DIMENSIONAL, W I-- L- ^ GEOTECHNICAL EVALUATION, THE LOAD-BEARING VA�UES IN TABLE 13401.4.1 SHALL THE ATTIC SPACE 4ND FASTENED IN ACCORDANCE WITH TABLE � ~ Q MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP WITH THE DOOR DOUGLAS FIR OR BETTER, LAMINATED VENEER LUMBER. _J DWELLING UNIT SEPARATION. � BE ASSUMED. 13602.3(1). Q OFEN 90 DEGREES 1 57 RAD). THE CLEAR HEIGHT OF THE DOOR OPENING SHALL R402.2 CONCRETE. CONCRETE SHALL HAVE A MINIMJM SPECIFIED COMPRESSIVE PLUMBING O R302.13 FIRE PROTECTION OF FLOORS. FLOOR ASSEMBLIES THAT ARE NOT ( CHAPTER 6 - WALL CONSTRUCTION ALL PLU%IGING WASTE r _ REQUIRED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED, SHALL BE BENOT LESS THAN 78 INCHES (1981 MM) IN HEIGHT MEASURED FROM THE TOP OF STRENGTH OF F SC, AS SHOWN IN TABLE R402.2.CONCRETE SUBJECT TO 13802.5 CEILING JCSTS. CEILING JOISTS SHALL BE CONTINUOUS ACROSS &WATER LINES NEED W PROVIDED WITH A 1/2-INCH (12.7 MM) GYPSUM WALLBOARD MEMBRANE, 5/8-INCH THE THRESHOLD TO THE BOTTOM OF THE STOP. MODERATE OR SEVERE WEATHERING AS INDICATED IN TABLE R301.2(1) SHALL BE [NY] R602.1.1 SAWN LUMBER. SAWN LUMBER SHALL BE IDENTIFIED BY A THE STRUCTURE a SECURELY JOINED WHERE THEY MEET OVER INTERIOR Ln AIR ENTRAINED AS SPECIFIED IN TABLE R402.2. THE MAXIMUM WEIGHT OF FLY ASH, PARTITIONS IN ACCORDANCE WITH TABLE R802.5.2. TE8TING.BEFORE-COVE:RING� V Io � (116 MM) WOOD STRUCTURAL PANEL MEMBRANE, OR EQUIVALENT ON THE UNDERSIDE GRADE MARK OF AN ACCREDITED LUMBER GRADING OR INSPECTION R�11.3 FLOORS AND LANDINGS AT EXTERIOR DOORS. THERE SHALL BE A LANDING OTHER POZZOLANS, SILICA FUME, SLAG OR BLENDE➢ CEMENTS THAT IS INCLUDED AGENCY AND HAVE DESIGN VALUES CERTIFIED BY AN ACCREDITATION U 00 OF THE FLOOR FRAMING MEMBER. OR FLOOR ON EACH SIDE OF EACH EXTERIOR DOOR. THE WIDTH OF EACH LANDING IN CONCRETE MIXTURES FOR GARAGE FLOOR SLABS AND FOR EXTERIOR PORCHES, BODY THAT COMPLIES WITH DOC PS 20. 13802.8.1 BRIDGING RAFTERS AND CEILING JOISTS HAVING A Lid I (n EXCEPTION - WOOD FLOOR ASSEMBLIES USING DIMENSION LUMBER OR STRUCTURAL SHALL BE NOT LESS THAN THE DOOR SERVED. LANDINGS SHALL HAVE A DIMENSION CARPORT SLABS AND STEPS THAT WILL BE EXPOSED TO DEICING CHEMICALS SHALL DEPTH-TO-THICKI�SS RATIO EXCEEDING 6 TO 1 BASED ON NOMINAL COMPOSITE LUMBER EQUAL TO OR GREATER THAN 2-INCH BY 10-INCH (50.8 MM OF NOT LESS THAN 36 INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL. NOT EXCEED THE PERCENTAGES OF THE TOTAL WEIGHT OF CEMENTITIOUS R602.1.3 STRUCTURAL GLUED-LAMINATED TIMBERS. GLUED-LAMINATED DIMENSIONS SHALL BE SUPPORTED LATERALLY BY SOLID BLOCKING, BY 254 MM) NOMINAL DIMENSION, OR OTHER APPROVED FLOOR ASSEMBLIES I NY] R311.3.1 FLOOR ELEVATIONS AT THE REQUIRED EGRESS DOORS. LANDINGS OR MATERIALS SPECIFIED IN SECTION 19.3.3.4 OF ACI 318. MATERIALS USED TO TIMBERS SHALL BE MANUFACTURED AND IDENTIFIED AS REQUIRED IN DIAGONAL BRIDGIN,' (WOOD OR METAL) OR A CONTINUOUS 1-INCH BY DEMONSTRATING EQUIVALENT FIRE PERFORMANCE. 1NISHED FLOORS AT THE REQUIRED EGRESS DOOR SHALL BE NOT MORE THAN 11/2 PRODUCE CONCRETE AND TESTING THEREOF SHALLCOMPLY WITH THE APPLICABLE ANSI A190.1, ANSI 117 AND ASTM D3737. 3-INCH (25 MM B' 76 MM) WOOD STRIP NAILED ACROSS THE RAFTERS ELECTRICAL R303.1 HABITABLE ROOMS. HABITABLE ROOMS SHALL HAVE AN AGGREGATE GLAZING NICHES (38 MM) LOWER THAN THE TOP OF THE THRESHOLD. STANDARDS LISTED IN CHAPTERS 19 AND 20 OF ACI 318 OR ACI 332. 13602.1.6 CROSS-LAMINATED TIMBER. CROSS-LAMINATED TIMBER SHALL I OR CEILING JOISTS AT INTERVALS NOT EXCEEDING 8 FEET (2438 MM). INSPECTION REQI,1119ED AREA OF NOT LESS THAN 8 PERCENT OF 111E FLOOR AREA OF SUCH ROOMS. THE BE MANUFACTURED AND IDENTIFIED AS REQUIRED BY ANSI/APA PRG 13807.1 ATTIC ACSS. BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF OPENABLE AREA TO THE OUTDOORS SHALL BE NOT LESS THAN 4 PERCENT OF THE R311.3.2 FLOOR ELEVATIONS AT OTHER EXTERIOR DOORS. DOORS OTHER THAN THE R404.1.1(2) 320 CONSTRUCTION SFALL HAVE AN ATTIC ACCESS OPENING TO ATTIC AREAS REQUIRED EGRESS DOOR SHALL BE PROVIDED WITH LANDINGS OR FLOORS NOT 1. ALL CONCRETE WORK SHALL CONFORM TO IRC SECTIONR404 AND APPLICABLE THAT HAVE A VEITICAL HEIGHT OF 30 INCHES 762 MM) OR GREATER FLOOR AREA BEING VENTILATED. MORE THAN 73/4 INCHES (196 MM) BELOW THE TOP OF THE THRESHOLD. RECOMMENDATIONS OF THE AMERICAN CONCRETE INSTITUTE(A0). R602.3 DESIGN AND CONSTRUCTION. EXTERIOR WALLS OF WOOD-FRAME OVER AN AREA 0' NOT LESS THAN 30 SQUARE FEET 2.8 M2). EXCEPTIONS: 2. ALL CONCRETE SHALL BE STONE CONCRETE (3/4' COARSE AGGREGATE) HAVING A MINIMUM 1. THE GLAZED AREA NEEDNOT BE OPENABLE WHERE THE OPENING IS NOT STRENGTH OF 3000 PSI AT 28 DAYS. CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL VENTILATION R311.6 HALLWAYS. THE WIDTH OF A HALLWAY SHALL BE NOT LESS 3. REINFORCING BARS SHALL CONFORM TO THE REQUIREMEN-S OF ASTM 615 FOR GRADE 60, BE WITH THE PROVISIONS OF THIS CHAPTER AND FIGURES R602.3(1) AND - SYSTEM IS INSTALLED IN ACCORDANCE WITH SECTION M1507. THAN 3 FEET (914 MM). CONTINUOUS AND HAVE MINIMUM LAPS OF 40 DIAMETERS. R602. (2EXTER30R), ORI ACCORDANCE FASTENED AWC NDS.ACCORDANCE WITH ENTSOF TABLES TR4PSS IPLA0;Ap1)g ,jG REQUIRED2. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION 1 R311.7 STAIRWAYS. IS SATISFIED AND ARTIFICIAL LIGHT IS PROVIDED THAT IS CAPABLE OF PRODUCING R311.7.1 WIDTH. STAIRWAYS SHALL BE NOT LESS THAN 36 INCHES (914 MM) IN 4. WELDED WIRE FABRIC (WWF) SHALL CONFORM TO THE REQUIREMENTS OF ASTM A185, FLAT R602.3(1) THROUGH R602.3(4). WALL SHEATHING SHALL BE FASTENED AN AVERAGE ILLUMINATION OF 6 FOOTCANDLESOVER THE AREA OF THE ROOM AT A CLEAR WIDTH AT ALL POINTS ABOVE THE PERMITTED HANDRAIL HEIGHT AND BELOW SHEETS ONLY DIRECTLY TO FRAMING MEMBERS AND, WHERE PLACED ON THE EXTERIOR HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL THE REQUIRED HEADROOM HEIGHT. THE CLEAR WIDTH OF STAIRWAYS AT AND R403.1.5 SLOPE. THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SIDE OF AN EXTERIOR WALL, SHALL BE CAPABLE OF RESISTING THE WIND Blower door 3ELOW THE HANDRAIL HEIGHT, INCLUDING TREADS AND LANDINGS, SHALL BE NOTPRESSURES LISTED IN TABLE R301.2(2)111 ADJUSTED FOR HEIGHT AND SURFACE OF FOOTINGS SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL EXPOSURE USING TABLE 13301.2(3) AND SHALL CONFORM TO THE and ductlr�orl; R303.3 BATHROOMS. BATHROOMS, WATER CLOSET COMPARTMENTS AND OTHER LESS THAN 311/2 INCHES (787 MM) WHERE A HANDRAIL IS INSTALLED ON ONE IN 10 UNITS HORIZONTAL (10-PERCENT SLOPE). F(OTINGS SHALL BE STEPPED REQUIREMENTS OF TABLE 13602.3(3). WALL SHEATHING USED ONLY FOR le-Sting- re DO NOT p SIMILAR ROOMS SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA IN WINDOWS SIDE AND 27 INCHES (698 MM) WHERE HANDRAILS ARE INSTALLED ON BOTH SIDES. WHERE IT IS NECESSARY TO CHANGE THE ELEVATON OF THE TOP SURFACE OF THE EXTERIOR WALL COVERING PURPOSES SHALL COMPLY WITH SECTION quired• FRAr�71 ,r PROCEED WITH, OF NOT LESS THAN 3 SQUARE FEET (0.3 M2), ONE HALF OF WHICH SHALL BE FOOTINGS OR WHERE THE SLOPE OF THE BOTTOM SURFACE OF THE FOOTINGS WILL OPENABLE. EXCEPTION: THE GLAZED AREAS SHALL NOT BE REQUIRED WHERE 3314.1 GENERAL. SMOKE ALARMS SHALL COMPLY WITH NFPA 72 AND SECTION R314. EXCEED ONE UNIT VERTICAL IN 10 UNITS HORIZON-AL (10-PERCENT SLOPE). 13703. OF t'=0 a UNTIL OCATI Y: ARTIFICIAL LIGHT AND A LOCAL EXHAUST SYSTEM ARE PROVIDED. THE MINIMUM 8314.1.1 LISTINGS. SMOKE ALARMS SHALL BE LISTED IN ACCOR- DANCE WITH UL uNOATION LOCATION 13602.3.1 STUD SIZE, HEIGHT AND SPACING. THE SIZE, HEIGHT AND NASBEE�^.APPROVED, LOCAL EXHAUST RATES SHALL BE DETERMINED IN ACCORDANCE WITH SECTION 217, COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE LISTED IN R403.1.6 FOUNDATION ANCHORAGE. WOOD SILL PUTES AND WOOD WALLS SPACING OF STUDS SHALL BE IN ACCORDANCE WITH TABLE R602.3(5). M1505. EXHAUST AIR FROM THE SPACE SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. NCCORDANCE WITH UL 217 AND UL 2034. SUPPORTED DIRECTLY ON CONTINUOUS FOUNDATIOIS SHALL BE ANCHORED TO THE All exterior lighting NY] R314.2.1 NEW CONSTRUCTION. SMOKE ALARMS SHALL BE PROVIDED IN FOUNDATION IN ACCORDANCE WITH THIS SECTION.WOOD SOLE PLATES AT ALL R602.3.2 TOP PLATE. WOOD STUD WALLS SHALL BE CAPPED WITH A installed.replaced laced or F [NY] R303.7 INTERIOR STAIRWAY ILLUMINATION. INTERIOR STAIRWAYS SHALL BE SWELLING UNITS. HEAT DETECTION SHALL BE PROVIDED IN NEW ATTACHED GARAGES. EXTERIOR WALLS ON MONOLITHIC SLABS, WOOD S(LE PLATES OF BRACED WALL DOUBLE TOP PLATE INSTALLED TO PROVIDE OVERLAPPING AT CORNERS MUSt L PROVIDED WITH AN ARTIFICIAL LIGHT SOURCE TO ILLUMINATE THE LANDINGS AND 'NY] R314.2.2 SMOKE ALARMS IN EXISTING BUILDINGS. EXISTING DWELLINGS PANELS AT BUILDING INTERIORS ON MONOLITHIC S_ABS AND ALL WOOD SILL PLATES AND INTERSECTIONS WITH BEARING PARTITIONS. repaired Shall conform Provide Manuals L TREADS. THE LIGHT SOURCE SHALL BE CAPABLE OF ILLUMINATING TREADS AND jNDERGOING REPAIR, ALTERATION, CHANGE OF OCCUPANCY, ADDITION OR SHALL BE ANCHORED TO THE FOUNDAT10N WITH MNIMUM 1/2-INCHDIAMETER (12.7 to Chapter 172 D,J and S a, per LANDINGS TO LEVELS OF NOT LESS THAN 1 FOOT-CANDLE (11 LUX) AS MEASURED RELOCATION SHALL BE PROVIDED WITH SMOKE ALARMS AS REQUIRED BY APPENDIX J. MM) ANCHOR BOLTS SPACED NOT GREATER THAN6 FEET (1829 MM) ON CENTER R602.7.5 SUPPORTS FOR HEADERS. HEADERS SHALL BE SUPPORTED ON AT THE CENTER OF TREADS AND LANDINGS. THERE SHALL BE A WALL SWITCH AT -NY] R314.2.3 ATTACHED GARAGES. HEAT DETECTION RATED FOR THE AMBIENT OR APPROVED ANCHORS OR ANCHOR STRAPS SPICED AS REQUIRED TO PROVIDE EACH END WITH ONE OR MORE JACK STUDS OR WITH APPROVED of the Town Code car U EACH FLOOR LEVEL TO CONTROL THE LIGHT SOURCE WHERE THE STAIRWAY HAS SIX OUTDOOR TEMPERATURES SHALL BE INSTALLED IN NEW GARAGES THAT ARE FRAMING ANCHORS IN ACCORDANCE WITH TABLE R602.7(1) OR 'S Enf'rb,7 COdC,* CD O EQUIVALENT ANCHORAGE TO 1/2-INCH-DIAMETER(12.7 MM) ANCHOR BOLTS. BOLTS R602.7(2). � J J OR MORE RISERS. ATTACHED TO OR LOCATED WITHIN NEW AND EXISTING DWELLINGS. HEAT DETECTION SHALL EXTEND NOT LESS THAN 7 INCHES (178 MN) INTO CONCRETE OR GROUTED R606.2.1 CONCRETE MASONRY UNITS. CONCRETE MASONRY UNITS SHALL Q EXCEPTIONS: ERE REMOTE CENTRAL OR AUTOMATIC SHALL BE INSTALLED IN A CENTRAL LOCATION AND IN ACCORDANCE WITH THE CELLS OF CONCRETE MASONRY UNITS. THE BOLTSSHALL BE LOCATED IN THE CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE 111 �; n4l,s �� � ~ U 1. A SWITCH IS NOT REQUIRED WH uIANUFACTURERS INSTRUCTIONS. MIDDLE THIRD OF THE WIDTH OF THE PLATE. A NIT AND WASHER SHALL BE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR +.»I 0 I- V) CONTROL OF LIGHTING IS PROVIDED. XCEP110N: HEAT DETEC110N SHALL NOT BE REQUIRED IN DWEWNGS WITHOUT COMMERCIAL POWER. ,�,_°�.Y � ;:r r O. 2. OWNER-OCCUPIED ONE-FAMILY DWELLINGS NOT SUPPLIED WITH ELECTRICAL TIGHTENED ON EACH ANCHOR BOLT. THERE SHAH B- NOT FEWER THAN TWO BOLTS LOAD-BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED x 1141, 8314.3 LOCATION. SMOKE ALARMS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS: PER PLATE SECTION WITH ONE BOLT LOCATED NCT MORE THAN 12 INCHES (305 CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR , _ P,A�!'',4,,S pFir'->�`m *, POWER IN ACCORDANCE WITH SECTION E3401.2.1. I. IN EACH SLEEPING ROOM. CONCRETE FACING BRICK. ! OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. MM) OR LESS 1T-IAN SEVEN BOLT DIAMETERS FRON EACH END OF THE PLATE � ��L�TO,srRc�,� (�� JOB# 13304.1 MINIMUM AREA. HABITABLE ROOMS SHALL HAVE A FLOOR AREA OF NOT 3. ON EACH ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND SECTION. R608.1 GENERAL. EXTERIOR CONCRETE WALLS SHALL BE DESIGNED AND --, 19- 59 LESS THAN 70 SQUARE FEET (6.5 M2). HABITABLE ATTICS AND NOT INCLUDING CRAWL SPACES AND UNINHABITABLE CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS SECTION %'''- i q, EXCEPTION: KITCHENS. 13404.1.3 CONCRETE FOUNDATION WALLS. CONCRETE FOUNDATION WALLS THAT �C ' , 1 C gTTICS. IN DWELLINGS OR DWELLING UNITS WITH SPLIT LEVELS AND WITHOUT AN OR IN ACCORDANCE WITH THE PROVISIONS OF PCA 100 OR ACI 318. , 2304.2 MINIMUM DIMENSIONS. HABITABLE ROOMS SHALL BE NOT LESS THAN 7 FEET NTERVENING DOOR BETWEEN THE ADJACENT LEVELS, A SMOKE ALARM INSTALLED SUPPORT LIGHT-FRAME WALLS SHALL BE DESIGNED AND CONSTRUCTED IN DIMENSION R LEVEL SHALL SUFFICE FOR THE ADJACENT LOWER LEVEL PROVIDED ACCORDANCE WITH THE PROVISIONS OF THIS SECTION ACI 318 ACI 332 OR PCA R608.5.1 CONCRETE AND MATERIALS FOR CONCRETE. MATERIALS USED IN t, %� DRAWN BY ,2134 MM) IN ANY HORIZONTALON 111E UPPE r 100. CONCRETE FOUNDATION WALLS THAT SUPPORT ABOVE-GRADE CONCRETE CONCRETE, AND THE CONCRETE ITSELF, SHALL CONFORM TO ;i`-, is `? �a S M B EXCEPTION: KITCHENS. THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER LEVEL. WALLS THAT ARE WITHIN 111E APPLICABILITY LIMITS OF SECTION 13608.2 SHALL BE REQUIREMENTS OF THIS SECTION, PCA 100 OR ACI 318. ! '' i_:L R304.3 HEIGHT EFFECT ON ROOM AREA. PORTIONS OF A ROOM WITH A SLOPING 4, SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET HORIZONTALLY ` CEILING MEASURING LESS THAN 5 FEET (1524 MM) OR A FURRED CEILING FROM THE DOOR OR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF THIS r.:; PREVENT PLACEMENT OF A SMOKE ALARM REQUIRED SECTION, ACI 318, ACI 332 OR PCA 100. 13608.8.2 LINTELS. LINTELS SHALL BE PROVIDED OVER ALL OPENINGS �% } DATE UEASURING LESS THAN 7 FEET (2134 MM) FROM THE FINISHED FLOOR TO THE SHOWER UNLESS THIS WOULD -7 FINISHED CEILING SHALL NOT BE CONSIDERED AS CONTRIBUTING BY SECTION R314.3. Y EQUAL TO OR GREATER THAN 2 FEET (610 MM) IN WIDTH. ' 13314.3.1 INSTALLATION NEAR COOKING APPLIANCES. SMOKE ALARMS SHALL NOT BE 13404.1.6 HEIGHT ABOVE FINISHED GRADE. CONCRETE AND MASONRY FOUNDATION `` - --%���,� WALLS SHALL EXTEND ABOVE THE FINISHED GRADE ADJACENT TO THE FOUNDATION 13608.9.1.1 ANCHOR BOLTS. ANCHOR BOLTS USED TO CONNECT `�' i r-_"! _ R305.1 MINIMUM HEIGHT. HABITABLE SPACE, HALLWAYS AND PORTIONS OF INSTALLED IN THE FOLLOWING LOCATIONS UNLESS THIS WOULD PREVENT PLACEMENT OF A AT ALL POINTS NOT LESS THAN 4 INCHES (102 MM) WHERE MASONRY VENEER IS LIGHT-FRAMED FLOOR, CEILING AND ROOF SYSTEMS TO BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT SMOKE ALARM IN A LOCATION REQUIRED BY SECTION R314.3. A / CONCRETE WALLS IN ACCORDANCE WITH FIGURES 13608.9(1) THROUGH SHEET# LESS THAN 7 FEET (2134 MM). BATHROOMS, TOILET ROOMS AND LAUNDRY ROOMS USED AND NOT LESS THAN 6 INCHES (152 MM) ELSEWHERE. R608.9(12) SHALL HAVE HEADS, OR SHALL BE RODS WITH THREADS ON 1 SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 6 FEET 8 INCHES (2032 MM). BOTH ENDS WITH A HEX OR SQUARE NUT ON THE END EMBEDDED IN 1 THE CONCRETE. BOLTS AND THREADED RODS SHALL COMPLY WITH QA FOR REVIEW 8/5/20 SMB SECTION 13608.5.2.2 i . ;`� � 11 7 EMAIL: cond�FlO�or_� NEW 2x4 info©cgorten.cor ' EXT. WALL NEW J" S.S. SUPPORT CABLE SHT. NEW J" S.S. NEW 2x4 NEW 2x8 PRIMED &STAIR CODE / SUPPOO SUPPORT EXT. WALL _1 7r� IF] [177 W_First Floor NEW 2x8 BLOCKING CABLE NEW 2x8 BLOCKING NEW S.S. PAINTED ACQ. JOIST RT CABLE — - - 01-Q" STAIRS, GUARDS & RAILINGS 2 TO CONFORM TO NYS CODE SHT. ' GARAGE , NEW J' S.S. I CRAWL SPACE SECTIONS R 311.5 CRAWL SPACE SUPPORT CABLE 00 00 ACCESS DOOR GARAGE SLAB _ _ _ ACCESS DOOR i CRAWL SPACE T First Floor FASTENED W/ 1/2" DIA. GALVANIZED NEW 2"x 8" ACO LEDGER BIRD. iv MOLLY BOLTS TO NEW HOUSE FRAME. z 3'- LEGEND STAGGER T&B 16" O.C. 9'-4' 2'-0" 9'-4" GARAGE SLAB tO NEW 2x8 PRIMED & ~ U M 00 LOWERED 'O �® COMBINATION CARBON PAINTED ACQ. JOIST 00 SLAB DMONOXIDE ETECTOR / SMOKE 3 DETAIL ; Q W o L 2 DETAIL sHT. 2 SCALE: 3/16" = 1'-0" 4 DETAIL z L0 SHT. 2 SCALE: 3/16" = 1'-0" ® DETECTOR CARBON MONOXIDE o 1 DETAIL BRED „ SHT. SCALE: 3/16 = 1 -0 — W .� SINGLE STATION SMOKE DETECTOR AS W L� O �� " ® PER CODE R314.4 INTERCONNECTED NEW 55'-0" O.A. = Y CL SHT. SCALE: 3/16 = 1 -0 FOR ALL SO WITHIN THE DWELLING 4'-11 1/2' 25'-8' 24'-4 1/2" O LI O 0z NEW 55'-0" O.A. ■ (4) 2x4 LOAD BEARING WD. POST —1 ® B.P. (LOAD BEARING POINT) 4'-11 1/2" 25'-8' 00 24'-4 1/2" ® EXHAUST FAN 9'-2" 11'-3" 5'-3» 5'-8" 6'-6 1/4" 6'-6 1/4" 5'-8" C O � — Q NEW INTERIOR DRYWALL PARTITION v W CONSISTING OF 2x4 WD. STUDS 16'O.C. I_l._ Q AND GYPSUM BOARD BOTH SIDES, U.O.N. LEGEND NEW EXTERIOR WALL CONSISTING OF J" GYPSUM BD., U 2x4 WD. STUDS 16" O.C., 31' BATT. INSUL (R-15), }" EXT. PLYWOOD SHEATHING, TYVEK VAPOR NEW 50'-1" DECK DIMENSIONS — — — — NEW 8" POURED CONCRETE FOUNDATION WALL ON 8"x1'-4' 15,0. BARRIER, G RIGID INSULATION (R-5) & — — — — — POURED CONCRETE FOOTING NEW 4/6.66` DEEP P.C. NEW SIDING PER OWNER, U.O.N. A SLAB w/6.6 10/10 W.W.M. 8'_4. 41'-9' PAD FOR NEW LANDING NEW EXTERIOR WALL CONSISTING OF }" GYPSUM BD., ® B.P. (LOAD BEARING POINT) 6" 7'_9. 4x4 WD POST ON 8" DIA 3' S 2x4 WD. STUDS 16" O.C., J" EXT. PLYWOOD COLUMN SPACING MIN. BELOW GRADE POURED SHEATHING, TYVEK VAPOR BARRIER, & O 3�" STEEL COLUMN CONCRETE SONOTUBE PIER NEW SIDING PER OWNER, U.O.N. STAIR CODE to ANCHORED W/ STRONG TIE I ■ SIMPSON HDQ8 ___ __— - ABA TYP. I �`���� A - STAIRS, GUARDS & RAILINGS TO CONFORM TO NYS CODE CORNER HOLD DOWN I't NEW (2)2x8 ACQ GIRDER N W \ + 5 _ - SECTIONS R 311.5 !2)2x8 _ I _ I i � COCl/ AREAS I I o MN SPgC/IyG N W!2)2x8� � NEW 1ST FLOOR = 1,569 SF I I 0 8•,8, IGIRpfR •,`\ NEW 2ND FLOOR = 1.913 SF \~ M _ - _ z OCUMN S NE � —v J N 3 482 SF " I I ® PgCN w l2h i I _ `` �_ T •I LO TOTAL M a I ( 8• Q GIRD fR� ` \, `\ `-✓ Y NEW - DECK - 488 SF = I ' c I COCUMIy tiff, � _ o DECK UI I o ' S1'gC/NG l2)2�qC RDE\1�_ �� z jx6 WD. DECKING TYP. I ILINE OF NEW— — — — — Z x NEW 2"x 10" A Q LEDGER e R BALCONY ABO 14', . SIMPSON 3 BIRD. FASTEN W/ 1/2" DIA. COCUMA/ SPgCIG N W l2)? C 6' I I 6 w IZED M Y BOLTS TO N x8 "OLQD DOWNCORNER z EXISTING HOUS�FRAME. CL 8,,3. Q G/ peR \ rL STAGGER T&B +° D.C. ' , OCUAIN rl ' - - - - - - - (22x8 - - - - - (2)2x12 I 0 1 `ol ao I— m ---------------------/- I I N L_ -— -- _--- _ --- I -- — — I FM6068 NEW (FW 6068" M.L. FM6068 — _ — — — — _ — _°+' DW o LINE 0 NEW SECOND FLOOR ABOWE SIMPSON I - - - - - - - - - - - - - ° •--I SIMPS --(//�� 7r 4.4 WD. ........... QQ8 CO NER I HDQ8 CORNER •'� 11 i POSTS TYP. M HO Dov�N I I HOLD DO h t 5 1/4- �0 24'-10" I �' 'a -0" 23'-5• 5 1/4" 1 s' I 24'-s' I 24'-3" I s• CI �/�V M KITCHEN I I I �� io o 48'-9" v a f 0 tn 71o I DINING I III N `- o . , 0 1 `° ROOM I I ' I 6 ® rn HEAT-N-GLO MODEL • I ' ® cn (_ N 0 0 ® I III -•10- GREAT 2'-0" t_�DN N a < NEW ,� • 0 0 0 3._6.� 3,_6. ,� I ROOM s i l l 0 6000TR DIRECT VENT d CRAWL N m 0 1 10'-0 1/2' coo I 0 u I , I fO -; GAS FIREPLACE OR • ^� rn 00 SPACE , a, I I N Y l O1 "' I 00 � APPROVED EQUAL a N r' I I DN 1R 4'_11 1 2 o INSTALL PER MFG. o l 2" POURED CONCRETE ( r J 5�-1» / " I W I I I M RECOMMENDATIONS w SCREED COAT OVER 6 I ` Z " I I Z ; I MIL POLY VAPOR BARRIER w 3 I ~ 6" BATT INSUL. IN CLG. w I Z I I N �/ f 4" HW ST. PIPE COL. ATOP i ` __-____— I STAIR CODE I 3 I LJ C) C 1 I I 24• X 24' X 12" DEEP I VENT TO r(2� 4� I I I I z �N -------1 I 1 P.C. FOOTING (TYP. FOR 2) ( STAIRS, GUARDS & RAILINGS --------------- OUTSIDE _ ��o J I M I TO CONFORM TO NYS CODE --------------- l I ( I go -------- �� r_----_--1 SIMPSON I I 8'-2" 8'-2" 8'-2» I I SECTIONS R 311.5 -- ----- ------ \ ; PANTRY �`►\, I---------J HDQ8 CORNERI I -I ---------- I N I Q w I ---------1 HOLD DO'MJ l — — •j - - - In M 5'-2' 2)2x8 (2)2x8 z — ——— — — — — — — — — — — — — — — - - — — I NEW (3)2x1 GIRDER NEW (3)2x12 GIRDER EW (3)2x12 GIRDER ° - ado 3'_(_0`_ARCH 5'-0"_ CH,* 8 O F L I O O Q � i u i i n u i i LL W o 1 I U 1 I rn 0 M ® u u i ON � � � I I FUR �� �� I � � � 2 0 °f ( I z r I I 4'-11 1/2' 24'-6" I 8" { {I „ 61Z I I I • II II l "� I I A 3 Of SHT. I UTILITY 5'-0" " 2 I O u u P d• d• N n n i I i J , u n i� sF a I I W I n n i F-- J ° ....... ......s�.�..a..k. N N Z Z I N o m II - 1 I I Z Z • I < M in H.W. �- I N ii ii i STAIR CODE 1°'-5" I I� a a I I 3 3 Q �- H.W. P.R. N N N I a o w 11 I I �, I T-7 1/2" 41/2' 7'-0" 4 1/2' 4'-0" --- __-_ ----- --- Z loo ,N� I v z In I , ______ - - l STAIRS, GUARDS & RAILINGS CRAWL a L1J CD a N o l _ NEW F I I I I ------ --- TO CONFORM TO IRC CODE SPACE I o i" I' I CRAWL fO N I ( N r� F.R. TYPE "X" GWB (2)2x8 =_____-====M SECTIONS R 311.7.8 6 U 0 W �' 11 I SPACE ® N I I I UNEXCAVATED 2 I �, I z ON CLG. & INTERIOR 3'-0" ARCH =__________• l ACCESS 3 I Lli O (n �Z �aZ 11 I I I I SLAB ON-GRADE SHT. I �, N I I� W Nol SIDE OF WALL ____ I00 PIT As I -* ¢-o 2" POURED CONCRETE wo a a l I I G ANULATED FILL 6" X 6" #1010 LDED I M M w I - o �'�' ----------- l I w ' W • w~w i I SCREED COAT OVER 6 N m I WI E MESH 6 MIL VAPOR BARRIE ------------- 6* __ _ ' Z CD i I� au��a I I i� MIL POLY VAPOR BARRIER • 0, I I o I g 41/2' 3'-7 6' 5' 2—CAR c o iv 3 m l ° 6" BATT INSUL IN CLG. a l I P01� CONC. SLAB I I r o tLl U •I I I " I ---- ------ cj o GARAGE L) t- co I I °' I a $ NEW 2x8 C.J. & I DEN l g a, .<NEW 2x8 ACQ I 3 ; I I I M / � I , N R.R. 0 16 O.C. M o c'0 I ® v=i ON FCLG. &ENTERIOR� ItO 00 F.J. 0 16" O.C. I �'' I N z ao N I I z (J�/( o I -- -- EN_TRY o -i Z SIDE OF WALL �,00 I M o Iv II I I I I o I 5,_8. 51/4' 19'-5" 4 1/2" = 10'-0 41/2' N w a Z � � m I I z 8" I I 29'-6• 18' l/►1 j 8' z I Z 1100< , "' I l cq a O I II I SIMPSON SIMPSON I I I I I N a I I CL in 0_ w HCQ8 CORNER HOLD DOER I ( I I I i iv l I F . o HOLD DOWN I I (2)1 j"x11'" M.L. HDR. 3 — - - - - - - - - - - -- - — TW3046-3 (2)2x8 z 3 ti _ __ I I a 3'-0• I 0 L) =___ �_ __--_____-____ - -� I I I Qi / - --- -------- 1t---- 5 1/4" 24'-0" 5 1/4" 1 O 00 Icy �� v o NE 2"x 8' ACQ LEDGER BRD. FASTENED I I I • I N / NEW 7x6 WD. DECKING TIP. ,b / I \ `y a yrf W 1 2 DIA. GALVANIZED MOLLY BOLTS TO I N x ao WD. PO CH o n o I Iv �j G cj N ® l W HOUSE FRAME. STAGGER T&B 16' O.C. l I I SIMPSON HDQ8 SIMPSON HDQ8 I I I v m NEW GIRDER a -- -1 w � P 3 1 I I 35-10 °° — \ - - - - - - - - - _/ CORNER HOLD DOWN CORNER HOLD DOWN I / I I I— 'o I I y NEW (2)2x A Q. GIRDER z cL••NEW (2)2x8 Q. GIRDER NEW (2)2xB ACQ. GIRDER NEW (2)2x8 ACQ. GIRDER I Z 1 NEW (2)2x12 ACQ. GIR ER NE (2)2x12 ACQ. GIRDER z' EW (2)2x12 ACQ. GIRDE LINE OF NEW SECOND FLOOR ABOVE 1 o I NEW (2)2x12 A Q. GIRDER —_—_—_—_ _—_—_—_—_ — — — —— — — — — — — — — — — — — — — —1— — — — — — — — J — — — — — — — — — — — — — — — — — — — — — — — L------------- I� _L _ __ _ _ _ _ _ _ _ _ _ 4x4 POST ON S" DIA 3' Ir °D - o - ------ - (2)1 x11'" H — — (2)1 "x11'" M.L. HDR. — — — J DEPRESS TOP OF FOUNDATION DEPRESS TOP OF FOUNDATION — — — —— — — — — — — — — — — —— — z M.L DR. MI . BELOW GRADE POURED - PERMACAST - — — — — — -�I I 8'-0'x7'-0" 8'-0"x7'-0" �_____-______�----_ WALL 0 DOOR LOCATIONS. POUR WALL 0 DOOR LOCATIONS. POUR CONCRETE SONOTUBE PIER COLUMN WRAP OR APPROVED EQUAL STAIR CODE _____________________ _______ __ L — — — — — — — — J L — — — — — SLAB OVER WITH 2' APRON SLAB OVER WITH 2' APRON I — — J � O ANCHORED W/ STRONG TIE r------------ ----- ABA TYP. L___-__-__---�___-- 2"x 8" ACO LEDGER BRD. FASTENED W/ STAIRS, GUARDS & RAILINGS - ---------------------I----- - - LINE OF NEW GARAGE DOOR Z r *----- 1 2 DIA. GALVANIZED MOLLY BOLTS TO TO CONFORM TO NYS CODE --------------------- ----- - - AWNINGS ABOVE, SEE DETAILS r NEW HOUSE FRAME. STAGGER T&B 16' O.C. SECTIONS R 311.5 _ 3 & 4 THIS SHEET O li 114 NEW 36'x10'x6'DEEP P.C. of SLAB w/6.6 10/10 W.W.M. I. M A Q PAD FOR NEW LANDING I .--- 5 O M 10'-2" , z Z Lil J Q 0 a o LL cn 5 10'-5" 14'-9" 5'-0" 6'-10 1/2" 11'-4' 6'-8" - JOB# 0" 8'-6" 8'-8" 8'-6" 8'-6' 9" 30'-1 1/2" 24'-10 1 2` ,t t t / �y1 , , 19 - 59 COLUMN SPACING COLUMN SPACING COLUMN SPACING COLUMN SPACING i c'\ r , \ /l`f '- NEW 35'-10" NEW 55'-0" O.A. y ~ %t• DRAWN BY FIRST FLOOR PLAN SMB 2'-9" 8'-3" M.O. 31-11" 8'-3" M.O. 2'-6- SCALE: 3/16" = 1'-0" �'- 30'-1 1/2 24'-10 1/2" \ U(': DATE ". NEW 55'-0" O.A. 7/29 /2C r_'� FOUNDATION PLAN SHEE SCALE: 3/16" = 1'-0" QA FOR REVIEW 8/5/20 SMB2 T# 7 EMAIL: info@cgorten.cor LLJ z ~ I— v o Q W n CDI _ � � d Lo C) — uj � O Y � M Q J NEW 55'-0' O UOO 00 � Cfl 4'-11 1/2" 9'-5" 11'-O" 17'-6" 12'-2" Cj� Q Q LTJ U 17'-1 1/2" 3'-8• A 5 STAIR CODE VENT TO STAIRS, GUARDS & RAILINGS NEW 2x8 R.R. ® 16" I OUTSIDE BALCONY ■ TO CONFORM TO NYS CODE NEW 2x8 R.R. ® 16" SECTIONS R 311.5 NEW 2x6 R.R. O.C. w/6• R-30 1 ■ 11 O.C. w/6" R-30 ® 16" O.C. RIGID INSULATION io RIGID INSULATION 2)2x12 _ _ _ _ _ _ �2�2x12 ' _ _ _m _ _ _ _ _NEW (2)1j"x11j" M.L. _ _ — — TW3016-2 -7 P4030 TW2646 FWC�6068 TW2646 �\ / 1 1--------- --- ---- --- --- ---------- ------------------ --------------- ---------------- , w _ NEW 2x8 R.R. 0 16' O.C. I NEW 2x8 R.R. 0 16. O.C. 1 I I I 1 0 _ I I I NEW 2x8 R.R. 0 16. O.C. NEW 2x8 R.R. 0 16. D.C. o \ w ' R-30 RIGID INSULATION I w ' R-30 RIGID INSULATION // / I I I I 00 N o \ I / I I I I �— I I I I w ' R-30 RIGID INSULATION w R-30 RIGID INSULATION I I \ v 412" \ cv 112'-1•/ 4 1/2" 113'-7" / 5\1/4• w 1 /� Nlco I I II x II I II o MASTER ' Xo 3 I \ 3 1 z o 1 /,P / �In I z / F i \yF p BEDROOM /�ti / I I I I Z 1 1 5 11/4" 2'-4" \ I / v < cO cvl iv \r N I (VAULTED CLG•)/try} �� ti}^ry I I 1 N o Z 1 MASTER N ��+ W I /�` I I I to 1 \ M BEDROOM #3 ® r I BATH 1I '� z I 20'-0" ��' 1 5 1/ 4` I i---i i I -� ® I I '� N (VAULTED m ?J 1 F REVERSE GABLE) ? ■ �'' v �` I I I I I z 1 ao■ U M o �O.B ( d \'` yam$ as�` xp co N \ 00 N in 3'-2" 1 N 1 1 L CL \ W � p M IL Jt -------- � L-----J �----------------- 1 (2)2X8 N I ___ _____________ 1 ___ z__________-- 2'-6• ■ / 10'-1" aD N w \ Nlco I i _____ ___� r_________-_________________________ 1 41/2• HALLWAY 18'-4• 1 \ 5 1/4' z 3 20'-0" / X o _-------- I I y ccvv�� I I 1 I 1 I I 1 �M ----------------- 1 1 I y I I 2)2x STAIR CODE i �� / - -------------- I I I I I I 1 I N io I I I NEW 2x12 R.R. r-_-_-_ J I I NEW 2x12 R.R. ® 16" O.0 1 I \ ;o BATH 2'-0o STAIRS, GUARDS & RAILINGS � I o �=_J vN / 1 = ----------------- 16. O.C. I I M - � 1 I 1 TO CONFORM TO NYS CODE I N o 2'-r , 22'x30'ATTIC / 1 \ -------------- 11 I I I I + I I N SECTIONS R 311.5 _______J L____J 1 w/ CONT.PER R807 (2)2x8 -J I--_ - NEW 2x12 RIDGE w CONT. VENT 1 I I — — — — — — —— — 2'-0• r------ s----_- I --------------- -----------------------II }- - - - - - - °' 5 1/4"1 8',1" 6'-7" i COMBINATION CARBON \ ; I ----- - _ -------____�� I I I 1 I m MONOXIDE /SMOKE 3 I ■� \ 1 DN 16 1 DETECTOR ®® I-----------------� \ L---------------- I I I I w 1 1 W.I.C. vN i 1 Z 1 1 yfjy I I v�v I I I I I I z ■ in (2)2x8 RAILING 1 I I 2 I I 1 L------_ \ m2'- I I J +�� I I ______ ti^ \ \ .� 1 � \ \ � LAUNDRY 2p6• � W.I.C. �� 1 r-------,i W 1 ------ Z ---- (2)2X8 -0. 1d-0" I \ 1 I L____ 9 L_____- 'J I I I I I I o -----------------------------------\ I I ----- ----- G ----- I I I I I 5 1/4"I — — �— — — — — — 3'-7" 6'-5" 4'-0 5 1/4" 20'-0" \ 15 1/4" I I do M� I I I I ZF I 1 W C� — II o 4 1 2" ---- U � �X I L--------------------------- -------- 1 1 z N I 1 0 1 OPEN 1 a — 2x8 R.R. - - —� — —� --r 1 I I 1 i `° i i �. i i LL! w_ _ TO o�■ o ■ NEW 2x8 R NEW 2x12 R. ® I I C3 S I I \ N c1 0 o \ I 16" O.C. I I 16" O.C. NEW 2x12 I I I I L I I 0 \ < 1 I I RIDGE — / z d Z D BELOW 1 N I o T \ 1 1 I I zQ i i i i ' i i (n rr ■ / / 1 \ 'o - I ■ z / 1 \ 1 I I I �ti I I X rr------1 I I I W W BEDROOM #1 / 1 \ ® Q I I 1'-0• r / I \ \ I 1 I N I I ti} I I N 1 1 I I I I 0 1 / / I \ ' m ( I ® < /B6DR`OOM #2 o N M I I ti p I I 3 1 1 I I I I J —1 t1lV 1 CL m —� \� 1 1 .N.. 4� LAYOVER I I z 11 I I LAYOVER o I NEW 2x8 C.J. ® 16 O.C. I c) M / ( \ \ I I 11 �' o ROOF I I 1 I I I ROOF I I— O N • I fO m• cq / I \ LINE OF NEW I ' LINE OF NEW I 13 w/9• R-30 BATT I SULATION 1 N o I N ■ \I cxi 1 1 1 1 I I o ll� in I CLG. TRAY I 1 1 3 NEW 2x8 R.R. I I I I I I a NEW 2x8 R.R. I I f - 1 �. Ln CLG. TRAY / I \ z 3 I I N 114511/4 w \ / I 20'- " 5 1/4• I I z ® 16" O.C. I I I I I I o ® 16" O.C. I I — � 10'-O" 4 1/2" 3'-8" -- —, — I m I I 1 1 I I I I I I U Q O 1 Jtll x8 R.R. /— —� �1 2x8 R.R. I c, 1 --------- I 1 -------- 1 1 I�, wIII I LLQ L------------ ---11---------- -�-1-------1 J \ ------------ - - - ------------------- - -- ---------------, 1 r------ -� — — — J 1 �— — — 1 r------ — — — - -_ \ _ N I I 11 1 n (2)2x12 (2)2x12 �� 16' 0" i%) 'n ^ I I NEW 2x8 R . NEW 2x8 R . I 1 iv TW3046-2 C34 I I 16" O.C. 16" O.C. I I t..) K U _ _—_______J ________ ________________ — — — — — — — — — --(2)h12 — — — — — r N ■ N ■ TW3046-2 to w Lo 1 A ----------------- ----------------- ----------------- ----------------- 5 ----------------- ----------------- Q ----------------- ----------------- —j 10'-4" 14'-10" 17'-5" 12'-5• UP � ------------ n LL_ NEW 55'-0" O O llf SECOND FLOOR PLAN ROOF PLAN 86 SCALE: 3/16" = V-0" SCALE: 3/16" = 1'-0" o O i O LL_ CD z z O Q U a 0 07 � JOB# q � 19 - 59 DRAWN BY SMB DATE 7/29/2C SHEET# 3 QA FOR REVIEW 8/5/20 SMB 7 EMAIL: info15cigarten.cor NEW ASPHALT ROOF SHINGLES M. HING 0 4� ry 00 0 ALL ROO INTERSECTS TYP. NEW ASPHALT NEW ASPHALT ROOF SHINGLE ROOF SHINGLES NEW ASPHALT CD ROOF SHINGLES DECORATIVE NEW ALUM. FLASHING AZEK TRIM 0 ALL ROOF PER OWNER 1 11 11 ry LLJ 0!� INTERSECTS TYP. a- m (C) NEW ASPHALT 11 1 ROOF SHINGLES—,, < 15 NEW ALUMINUM in _j FASCIA, SOFFIT, if 11 11 IT 0 NEW ALUMINUM GUTTERS & LEADERS NEW ALUM. FLASHING z 0 ALL ROOF 00 FASCIA, SOFFIT, INTERSECTS TYP. GUTTERS & LEADERS NEW ALUMINUM SEEM < FASCIA, SOFFIT, ry < LLJ NEW ALUMINUM FASCIA, SOFFIT, GUTTERS & LEADERS NEW SIDING PER OWNER- NEW ALUM. FLASHING NEW ALUM. FLASHING 0 ALL ROOF DECORATIVE 0 ALL ROOF INTERSECTS TYP. AZEK TRIM RSECTS TYP. STAIR CODE PER OWNER A NEW ALUMINUM LLLIU- STAIRS, GUARDS & RAILINGS FASCIA, SOFFIT, GUTTERS & LEADE TO CONFORM TO NYS CODE SECTIONS R 311.5 u 77,7777-7."77= NEW ALUMINUM 7 11 FASCIA, SOFFIT, GUTTERS & LEADERS NEW SIDING IT I I PER OWNER ED El El, - I I 0= 1 ;7- PER OWNER LII 11 IT 11 1111 11 1 1 1 IIT fffi PERMACAST COLUMN WRAP OR FIT APPROVED EQUAL '00 NEW SIDING Q 0 STAIR CODE STAIRS, GUARDS & RAILINGS STAIR CODE TO CONFORM TO NYS CODE STAIRS, GUARDS & RAILINGS SECTIONS R 311.5 TO CONFORM TO NYS CODE STAIR CODE SECTIONS R 311.5 STAIRS, GUARDS & RAILINGS DECORATIVE TO CONFORM TO NYS CODE LAT`TICE PER OWNER L=j L=j SECTIONS R 311.5 DECORATIVE LATTICE w/ AZEK TRIM PER OWNER L__j I L__j L__j _j L__j I Z_ -DECORATIVE LATTICE w/ AZEK --------------- --------------------------------------------------Ll rL---------------------------------------------------------------------------------------L, TRIM PER OWNER rj--------------------------------------------- L__j ---------------------------------------------------------- --------------------------------------------------j --------------------------------------------------------------------------------------- REAR ELEVATION RIGHT ELEVATION SCALE: 3/16" V-10" SCALE: 3/16" V-13" Elf 11 1 0 0-) C) NEW ALUM. FLASHING Li I I I >_ 0 ALL ROOF NEW ASPHALT INTERSECTS TYP. ROOF SHINGLE > NEW ALUM. FLASHING NEW ASPHALT Lij Li NEW ASPHALT ROOF SHINGLES--,, 1 11 U IT 11 1 (-NEW ALUM. FLASHING NEW ALUM. FLASHING INTERSECTS TYP. 0 ALL ROOF Lj-j INTERSECTS TYP. 00 NEW ASPHALT ROOF SHINGLES__N-�, LL1 NEW ALUMINUM NEW ALUM. FLASHING FASCIA. SOFFIT, NEW ASPHALT .00, 0 ALL ROOF GUTTERS & LEADERS NEW ALUMINUM FASCIA, SOFFIT, -;011 INTERSECTS TYP. GUTTERS & LEADERS \\-NEW ALUMINUM FASCIA, SOFFIT, I III NEW SIDING U 1A GUTTERS & LEADERS PER OWNER 11 - NEW SIDING NEW ALUM. FLASHING I -NEW SIDING PER OWNER 0 ALL ROOF DO ::1 1 PER OWNER INTERSECTS TYP. 10 I T= NEW ALUMINUM NEW ASPHALT STAIR CODE FASCIA, SOFFIT, Ll [ROOF SHINGLES--,,,, GUTTERS & LEADERS -17177 7LLFf=I 1 12 STAIRS, GUARDS & RAILINGS NEW SIDING 14 TO CONFORM TO NYS CODE Second Eloor A-,, PER OWNER SECTIONS R 311.5 1 Ov-2" %-P 11 IT 11 11 if 11 -NEW ALUMINUM Top Of Plante FASCIA, SOFFIT, 11-17...POP" 91 11 GUTTERS & LEADERS III T 11 A FIX11-1TU LI—I I I 1 711 -PERMACAST NEW SIDING Elz 1:1 Elz E11:1 C LUMN WRAP OR PER OWNER DO 1:1 PE E DO 1:1 AL APPROVED EQUAL H D E11:1 1:1 LIE] LLJI 11 1 1 1 1 1 1 yi'T PERMACAST IE 11 LI Lj 11 11 11 1 1 11 11 1 11 H COLUMN WRAP OR Ff 11 1111111111 11 11 FTFTFFrTFTI 1:111 EILI L-11 I I ii I I 11A9=_RfiP L4_1_ APPROVED EQUAL LI-iL -1 F_ 11 1 [111 1 1]1]- 111] ULJII 11 MT-111IF1 111 11111 1 11 11 1 1 11 11 11 IL I= ElE 7 7-11 g-Fu-u F-TITI-11-D 11 11 [ILI 11 1111111 1111 11 111111 Aj 111ir ; A 1111 ITT TTTFTT-ff TFFFTFTFP_TFTTTFTF= STAIR CODE ILZLZ�zj First Floor STAIRS, GUARDS & RAILINGS 0 TO CONFORM TO NYS CODE TIONS R 311.5 > SEC DECORATIVE LATTICE w/ AZEK DECORATIVE 0 < LA­TICE w/ AZEK TRIM PER OWNER- > TRIM PER OWNER < Z. ............ C) LLJ I L DECORATIVE SIAtR CODE DECORATIVE LATTICE w/ AZEK I if STAIRS, GUARDS & RAILINGS LATTICE w/ AZEK 1 11 TRIM PER OWNER JOB# TRIM PER OWNER L__j L_.j L__j L__jI TO CONFORM TO NYS CODE rL-------------------------------------- ------------------ SECTIONS R 311.5 --------- -----------6.JLT---------L raIr--wL------------------------------------------- 19- 59 L-------------------------------------------------------------------------------------------------------------- x DRAWN BY FRONT ELEVATION LEFT ELEVATION SMB SCALE: 3/16" V-0" SCALE: 3/16" V-0" 'A DATE 7/29/2C ij SHEET# A FOR REVIEW 8/5/20 SMB 7 EMAIL: info©cgarten.cor TYPICAL ROOF CONSTRUCTION ASPHALT ROOF SHINGLES 15# FELT 1/2" 12 12 PLYWOOD SHEATHING 6 6 2" X 10" ROOF RAFTERS ® 16 O.C. Q 2"X4" COLLAR TIES ® 16" O.C. 2" X 8" CEILING JOIST ® 16" O.C. 9" R-30 BATT INSULATION WALL CONSTRUCTION WALL CONSTRUCTION 1/2" SHEETROCK ATTIC NEW ALUMINUM FASCIA, SOFFIT, TABLE R602.3(1) TABLE R602.3(1)-continued LI NEW ALUMINUM FASCIA, FASTENING SCHEDULE FASTENING SCHEDULE U GUTTERS & LEADERS SOFFIT, GUTTERS & LEADERS ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER'°` SPACING AND LOCATION N 0 SPACING AND LOCATION LJ- OF FASTENER"` TYPICAL WALL CONSTRUCTION Roof 16d common(3'/,"x 0.162) 16"o.c.face nail W 00 14 Bottom plate to joist,rim joist,band joist or i VINYL SIDING 4-8d box(2'/,"x 0.113')or blocking(not at braced wall panels) 16d box(3/2"x 0.135");or C) STAIR CODE TYPICAL WALL CONSTRUCTION 1 3"x 0.131"nails 12"o.c.face nail 0� r� l: >- 1" � 1" RIGID INSULATION R-5 3-8d common(2/,"x 0.131 );or V Z 1 Blocking between ceiling joists or rafters to top plate Toe nail � to TYVEK VAPOR BARRIER STAIRS, GUARDS & RAILINGS VINYL SIDING 3-IOd box(3"x 0.128');or 3-16d box(3'/2"x 0.135');or 3 each 16"o.c.face nail p 1/2- PLYWOOD SHEATHING 3-3"x 0.131"nails Bottom plate to joist,rim joist,band joist or F- 2"X4" TO CONFORM TO NYS CODE HALLWAY 1" RIGID INSULATION R-5 15 2-16d common(3'/,"x 0.162');or 2 each 16"o.c.face nail --� 0 2"X4" STUDS ® 16" D.C. SECTIONS R 311.5 MASTER n „„ blocking(at braced wall panel) W W TYVEK VAPOR BARRIER 4-8d box 2, x0.113' ;or 4-3"x0.131"nails 3 1/2" BATT INSULATION R-15 I ( 2 ) 4 each 16"o.c.face nail L,J O N BATH 1/2" PLYWOOD SHEATHING 3-8d common(2'/,"x 0.131');or 1/2" SHEETROCK 2"X4" STUDS ® 16" O.C. 2 Ceiling to top plate 3-10d box(3"x 0128);or Perjoist,toe nail 4-9d box(2V,"x 0.113');or = Y = CD 3 1/2- BATT INSULATION R-15 3-16d box(3'/2"x 0.135');or = < / 3-3"x 0.131"nails Q � EO 2"x 8" ACO LEDGER BIRD. FASTENED o 1/2- SHEETROCK 4-8d common(2'/2"x 0.131');or Toe nail i� W/ 1/2" DIA. GALVANIZED MOLLY 1 12 Ceiling joist not attached to parallel rafter,laps over 4-lOd box(3"x 0.128');or 4-1 Od box(3"x 0.128');or -J �O BOLTS TO NEW HOUSE FRAME. '`2 0.9 NEW ALUMINUM FASCIA, 3 partitions[see Sections R802.3.1,R802.3.2 and Table 3-16d common Wit,"x 0.162');or Face nail 16 Top or bottom plate to stud 4-3"x 0.13["nails 0 O Z STAGGER T&B 16" O.C. R802.5.1(9)1 4-3"x 0.131."nails 3-16d box(3'/,"x 0.135');or 00 SOFFIT, GUTTERS & LEADERS � 1-- 12 12 io NEW TJI 14" 360 F.J. ® 16" O.C. Ceiling joist attached to parallel rafter(heel joint) 2-16d common(3'/2"x 0.162');or (/) NEW ALUMINUM [ O 3-lOd box(3"x 0.128);or Q FASCIA, SOFFIT, 00 4� 4 see Sections 8802.3.1 and 8802.3?and Table Table 8802.5.1 9 Face nail End nail TYPICAL WALL CONSTRUCTION 8802.5.1(9)] 3-3"x 0.131"nails r1/ W GUTTERS & LEADERS---_ ENTRY 4-1 Od box(3"x 0.128);or 3-1 Od box 3"x 0.128' ;or VINYL SIDING Collar tie to rafter,face nail or 1'/,"x 20 ga.ridge strap to ( ) 1" RIGID INSULATION R-5 rafter ( )• 17 Top plates,laps at corners and intersections 2-16d common(3'/2"x 0.162');or Face nail U PERMACAST 3-1 Od common 3"x 0.148"•or Face nail each rafter COLUMN WRAP OR I TYVEK VAPOR BARRIER 4-3"x 0.131"nails 3-3"x 0.131"nails APPROVED EQUAL I TYPICAL FLOOR CONSTRUCTION 3-16d box nails(3'/2"x 0.135');or I I DINING _ 1/2" PLYWOOD SHEATHING 3-8d box(2t/2"x 0.113' I I 2"X4" STUDS ® 16' O.C. 2 toe nails on one side and 1 toe Hall );or STAIR CODE I I FINISH FLOOR of 6 Rafter or roof truss to plate 3-10d common nails(3"x 0.148');or on opposite side of each rafter or 2-8d common(2'/2"x 0.131');or 15 BUILDING FELT ROOM 3 1/2- BATT INSULATION R-15 4-1Od box(3'x 0.128');or 18 1"brace to each stud and plate Face nail I I # O1 truss' 2-1Odbox(3"x 0.128");or STAIRS, GUARDS & RAILINGS 1 ) 3/4" PLYWOOD SHEATHING 1/2" SHEETROCK 4-3"x 0.131"nails 2 staples 13/" STAIR CODE p a TO CONFORM TO NYS CODE I I 2"X10" FLOOR JOIST ® 16" O.C. 4-16d(3'/2"x 0.135');or I SECTIONS R 311.5 11 CROSS BRIDGING ® WIDE SPAN3-8d box(2'/,"x 0.113');or I I o STAIRS, GUARDS & RAILINGS 3-1Od common(3'/2"x 0.148');or Toe nail 2-8d common(2'/,"x 0.131');or I I I TO CONFORM TO NYS CODE 4-10d box(3"x 0.128');or 19 I"x 6"sheathing to each bearing Face nail I I in SECTIONS R 311.5 g y p 4-3"x 0.131"nails 2-10d box(3"x 0.128');or 11 7 Roof sailers to ridge,vane or hi rafters or roof rafter 2 staples,1"crown,16 ga.,13/4"long to minimum 2"ridge beam 3-16d box 3'/2"x 0.135');or NEW 2x10 ACO F.J. ® i6" O.C. 2-16d common(3'/,"x 0.162');or 3-8d box(2'/2"x 0.113');or NEW 3-lOd box(3"x 0.128');or End nail 3-10d box(3n x20.128O;1or NEW STEEL 3-3"x 0,131"nails F.J. ® 16" O.C. GIRDER 3 staples,1"crown,16 ga.,13/4"long o DECORATIVE NT Wall 20 I"x 8"and wider sheathing to each bearing Wider than I"x 8" Face nail ih 9 NEW 2" POURED CONCRETE d LATTICE w/ AZEK 16d common(3'/,"x 0.162') 24"o.c.face nail 4-Sd box 2'/' x 0.113' SCREED COAT OVER 6 I TRIM PER OWNER ( 2' �;or ':' CR AWL SPACE MIL POLY VAPOR BARRIERIn R Stud to stud(not at braced wall panels) I0d box(3"x 0.128');or 3-8d common(2'/,"x 0.131');or 16"o.c.face nail ° 6 BATT INSUL. IN CLG �. 3"x 0.131"nails 3-1 Od box(3"x 0 I I o 16d box(3'/,"x 0.135');or 4 staples, l"crown, 16 ga.,r13/4"long i I •I Stud to stud and abutting studs at intersecting wall comers 3"x 0. nails 12"o.c.face nail Floor 9 braced .. . I I (at race wall panels) • �J � `' •• I I 16d common(3'/2"x 0.162') 16"o.c.face nail 4-8d hos(2'/,"x 0.113');or �'_49 j I 16d common(3'/,"x 0.162) 16"o.c.each edge face nail 21 Joist to sill,top plate or girder 3-8d common x 0.1 x 1;0. or );or Toe nail -,�-•J�- 1 1 10 Built-up header(2"to 2"header with /z'spacer) 3-IOd box(3' x 0.128');or LJ 16d box(3'/2"x 0.135') 12"o.c.each edge face nail 3-3"x 0.131"nails SECTION A 5-8d box(2'/2"x 0.113');or 8d box(2'/2"10.113") 4"o.c.toe nail A 11 Continuous header to stud 4-8d common(2'/2"x 0.131');or Toe nail. Rim joist,band joist or blocking to sill or to 4-10d box(3"x 0.128') 22 j J g P 8d common(2/2'x O.I31');or 5 SCALE: 3/1611 = 11-�// plate(roof applications also) 10d box(3"x 0.128');or 6"o.c.toe nail 16d common(3'/,"x 0.162') 16"o.c.face nail 3"x 0.131"nails 12 Top plate to top plate IOd box(3"x 0.128');or " 3-8d box 2'/" 0.113' ;or 3"x 0.131"nails (_ o.c.face nail ( 2 x i � , 23 1"x 6"subfloor or less to each joist 2-8d common(2/2"x 0.131,),or Face nail 8-16d common(3'/2"x 0.162');or 3-1 Od box(3"x 0.128);or Double top plate splice for SDCs A-D,with seismic braced 12-16d box(3'/2"x 0.135);or 2 staples,1"crown,16 ga.,13/4"long wall line spacing<25' 12-10d box(3"x 0.128');or Face nail on each side of end joint 12-3"x 0.131"nails (minimum 24"lap splice length each (rcnlrinued) 4` VENT THRU side of end joint) J13Double top plate splice SDCs De,D„or D2;and braced wall 12-16d(31/,'x 0.135'1 line spacing>_25' HALL I LAUNDRY MAS. BATH (continued) BATH ROOM - - - _ _ - 1- - T3"I1 --3-1 - -3"-f - -1'_ - -r- - � 2�F I 2" I I 2", I 2` I 1/2` I 1/2` 12" �2" 158 2015 INTERNATIONAL RESIDENTIAL CODE" • a a ' ! Copyright As 2nt4ICC.ALL RIGHTS RESERVED.Accessed by Chris Garten on Nov 23,2016 A53:13 AM pursuant to Lianse AFreensent uith ICC.No further reproduction or E9 V V L V I M1111diflibubonauthorized.ANY UNAUTHORIZED REPRODUCTION OR DISTRIBUTION IS A VIOLATION OF THE FEDERAL COPYRIGH r ACT ANDTHE LICENSE 20151NTERNATIDNAL RESIDENTIAL CODE 159 B AGRLTML'NT AND Sl1R hCr TO CIVIL AND CRIMINAL PENALTIT S T HER]UNPI Rr Copyright G 2W4 ICC.Al L RIGHTS RESERVED.Accessed by Chri.,Garter,Oil Nov 23.z01 6 A:53n3 AM pursuant to License A eut with ICC,No further reproduction or NEW SECOND SHO R I WShr. W C OWER • I • ' ' distrbutinn mahorized.ANY UNAC7 HORIZED REPRODUCTION OR D1%TRIRV DON IS A VIOLAI ION OF'I'HC ITUERAL LOPYRIGHTACr AND THE LICENSE FLOOR 71 tc AGREEMENT ARD SLB E(T-CI\'II.AND('RIN11NA1.PF.NALTIFS'rHF•REUNI)ER pi GAS LINE G2420.5 (409.5) APPLIANCE SHUT-OFF VALVE. EACH APPLIANCE /2" 1-1/2" 2" 2` SHALL BE PROVIDED WITH A SHUT OFF VALVE IN ACCORDANCE WITH Ll-1 GAS GASWATGAS SECTION G2420.5.1, G2420.5.2 OR NEW FIN. HEATER G2420.5.3. - r- p I KITCHEN FIRST FLOOR STOVE SRN WALL CONSTRUCTION � SHUT OFF TABLE 602.3(1) Ld 0 r 1-3' SHUT OFF FND. WALL VALVE FASTENING SCHEDULE-continued U VALVE ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"•-•` SPACING AND LOCATION 2"� I 1/2" NEW CRAWL :GAS GAS LINE FloorW WrSPACE TER FROM STREET 24 2"subfloor to joist or girder 346d box(3'/"x 0.135');or Q �- J g 2mon i Blind and face nail NEW FIRST V W C V 3-16d box(3'/2(x 01135)6or) (f) r z FLOOR -h 25 2"planks(plank&beam-floor&roof) 2-16d common(3/2"x 0.]62") i At each bearing,face nail Li W 1-1/ 3` 1-1/2` j j 4-10 box(3"x 0.128'),or End nail 3-16d common(3'/,"x 0.162') 26 Band or rim joist to joist 4-3"x p 131"nails;or O 4-3"x 14 ga.staples,'/1 f"crown GASRISER 20d common(4"x 0.192');or Nail each layer as follows:32"o.c. at top and bottom and staggered. LL_I SCALE: NONE IOd box(3"x 0.128');or 24"o.e.face nail at top and bottom D C.O. Built-up girders and beams,2-inch lumber 3"x 0.131"nails staggered on opposite sides U O O 1 3" C.I. OUT TO EXISTING 27 layers And: SANITARY SYSTEM W 2-20d common(4"x 0. );or 3-10d box(3"x 0.128'); Face nail at ends and at each splice );or or RISER 3-3"x 0.131"nails 4-16d box(31/2"x 0.135');or 28 Ledger strip supporting joists or rafters 3-16d common(3'/2"x 0.162');or SCALE: NONE g P PP gJ 4-1 Od box(3"x 0.128');or At each joist or rafter,face nail 4-3"x 0.131"nails 29 Bridging to joist 2-1 Od(3"x 0.128') Each end,toe nail SPACING OF FASTENERS ITEM DESCRIPTION NUMBER AND Intermediate OF BUILDING ELEMENTS TYPE OF FASTENER'•°•` Edges (Inches)" supports` (inches) W STAGGER Wood structural panels,subfloor,roof and interior wall sheathing to framing and particleboard wall sheathing to framing 1 6d common(2"x 0.113")nail(subfloor,wall)'FASTENERS IN 2 [see Table R602.3(3)for wood structural panel exterior wall sheathing to wall framing] TREATED 5/4"x6" SEE TABLE R507.2 E� ROWS 1) , , DECKING FOR RAIL 1 1/4"x1 1/4" 30 /" - /2. 8d common(2'/2"x 0.131")nail(roof) 6 12r W TOP OR EQUAL PRESERVATIVE 2" MIN o 31 19/3, -1 8d common nail(2'/2"x 0.131') 6 12" - _ PRESERVATIVE TREATED (TYP.) 2x8 OR 2x10 LEDGER lOd common(3"x 0.]48')nail;or � U TREATED 4"x4" NOTE:THE TIP OF THE LAG SCREW POST TO MATCH DECK JOISTS 1/2" LAG SHALL FULLY EXTEND BEYOND 32 1 /x"-l/° 8d(2'/2"x 0.131')deformed nail 6 12 Osikm, SCREW THE DJOI FACE OF THE RIMOther wall sheathing• JOIST /BAND JOIST 33 i2"structural cellulosic fiberboard I'/2"galvanized roofing nail,'/,,,"head Qpson sheathing diameter,or 1"crown staple 16 ga.,I V,"long 3 6 z ° Strong-Tie Simpson Strong-Tie DBT11 DETAIL @ LEDGER BOARD 34 25/3,"structural cellulosic 13/4"galvanized roofing nail,'/16"head diame- W tao fiberboard°s o PC •u 1 Ko sheathing ter,or 1"crown staple 16 ga.,V/4"long NH :P:Fl 3 6 35 '/2"gypsum sheathing'' 1:/2"galvanized roofing nail;staple galvanized, 7 7 1/2"long;V/4 Type W or S Q Simpson Strong-Tie 5 d 13/4"galvanized rooting nail;staple galvanized, ry LL- V/8 0 LAG SCREW SPACING -TABLE R507.236 /x"gypsum sheathing ]5/x"long;15/x"screws,Type W r S 7O710 O SEE TABLE R507.2 JOIST sem a' r-1•ro -Iar + 3k ro 1z-1,t° 1a- ro i - w Wood structural panels,combination subfloor underlayment to framing • cn°.LCIM DETALS W-CDM S%CM OF FASIEE*3tS•• , 6d deformed(2"x 0.120')nail;or M OPENINGS SHALL NOT ALLOW THE ATT CH ALL RAILS TO 1/2 Nal��LAG 37 /4"and less Rd common(2'/2"x 0.131')nail b 12 �/ 4"x4" POSTS W/ 2 #8 M stsu slat x a, +s m +a n to RAILING _I � O PASSAGE OF A 4" DIAMETER FLOOR SHEATHING T 8d common(2'/,"x 0.131')nail;or O •e o 38 /x 1" 6 12 Q SPHERE MAXIMUM SCREWS MIN. NAILING AT 6" O.C. Simpson RPBZ .o' ATTACH BALUSTERS TO TOP MAXIMUM TO JOIST „„° lOd common(3"x 0.148")nail;or Z W (n Ire Ndl owETETI BOLT NTnI ,. � ,< � M :1 1S 8d deformed(2/2"x 0.12U')nail 16 NCH IN1Mr AND BOTTOM RAILS W/ 2 #8 WITH HOLD-DOWN SIMPSON STEEL HOLDOWN +/B NN Uftra'•DLT Iffm 39 1 /E"-1/4 6 12 111/32 Nw I&NOM BB x In 24 r +B If POST 8d deformed(2'/2"x 0.120')nail 0 Q SCREWS EA. STRAP #DTT2Z OR SIMILAR O 211A WDwD+ •�' O 2 EZ � TENSION DEVICE EA.SimJOIST LU 28 FOR S°1„BI_„A 0e,I root_3oaa INN.I FaAn PER,alb MOT-DMr IM For Sl: 1 inch 25.4 mm.1 foot=304.8 mm,I mile per hour=0.447 m/s;I ksi=6.895 MPa. Z S DECO EA, JOIST 12 NAILS �j A.TIE 1P OF tK W saEW BHNL nALr lOI1E2D Bl1dD 74E NBIOE TAC!OF 71!+al/a4D,toes Simpson Strong-Tie ELEVATION C�? GUARD EA HANGER B. VIAMN GAP BETWEEN THE FACE OF THE IFDOEW ISNO AID THE FACE OF INE WAIL NNFATIa10 9WL BE Sim son Strong-Tie Q umom ova PMW• �'! f Y ABU44 Sala,/m o uoxlENeAHD eausawLroeEAa°EnmAN�11Acco srtHaEe1B1.+ r W .: FIRST FLOOR LEDGER DETAIL JOIST DECK J01 T E DECK IFDOEW awL BE MNSKr me MmBE-PRESOWME-TMIEs,Ea,QVM LIAMER,OR onaa 001fMCIVIC DIE WISE is~JOWD R 8 ("ontimAed) /U/� APPWVED IAM ML AS MAB"M BY 9WICAM D=*1REC PRACnCE /, v/ F.MIEN BOLD--•ANTI PRESSUE�VNIME-TRFAILCECK BIDIOEL:ARE AITACIEO TO A I**"1 Nal TW 1/2"0 THREADED ROD BOOR PRODUCT THE LEDOM ATTAaRKNr SHALL E DMM N M.CelmWtf WRH ACCEPIm BMW" NOTCHED RIM JOIST OR DOUBLE WHEN USING #DTT2Z SIMPSON ADJUSTABLE S1 WOW B sPEFWrI aL PAt VI aEN DIS.Omar elwm aEFACE O TI roALl M BOARC Kos nE FACE 1 Na N MMMJITJOB# OUTSIDE JOIST UNNOTCHED a K�+IP AFD.TE HAIOMr DeaKDE EnmN TIE FACE OF TIE IETDER anm AID TFE FACE t1F TIE SVND emT STRINGER CONNECTOR STRINGER 160 2015 INTERNATIONAL RESIDENTIAL CODE* 19 - 59 STRINGER NOTE: HOLD-DOWN TENSION DEVICES SHALL BE #ECS INSTALLED IN NOT LESS THAN TWO LOCATIONS B L ' i " copyright02ou ICC.ALL RIGH TS RESERVED.Accessed by Chris Garten on Nov 23,2010 Acts LS AM pursumttolicense Aqr nentwith1CC.do further reproduction or ' \�`\ PER DECK, AND EACH DEVICE SHALL HAVE AN d:stnbmmn authorized.ANY UNAUTHORTZED REPRODUCTION OP.DISTRTRUTION IS A VIOLATION OF THE FEDERAL COPYRIGHT ACT AND THF.LICENSE �', ALLOWABLE STRESS DESIGN OF NOT LESS THAN AGRrpMeNrANDsuRErrToclvannnctrMmALPFN.11.TrsTHERFvtiDrR ,�\� DRAWN BY SIMPSON STAIRCASE ANGLE 1,500 POUNDS TZ10Z BOTH SIDES I DETAIL @ STRINGER DETAIL @ DECK ATTACHMENT r _ ..: �'• °j�`,'1 SMB DETAIL9 STRINGER SCALE t MIS NT,SCALE NIS ' DATE 0, i 7/29/2C DECK DETAILS \� •���� '''��=,^I _.�%�� SCALE: NONE SHEET# QA FOR REVIEW 8/5/20 SMB 5 7 EMAIL: info©cgarten.cor ICE IELD TABLE A- 3. 6 FROM HEAVES EDGE TO A POINT AT i i 21/HDINSTALL WASHER LEAST 24" INSIDE THE EXTERIOR WALL LINE ( ( \ ROOF PITCH ROOF SPAN 8D NAILS EA. END 1 1/4"X20 GA FOR 130(MPH) HERE, TYPICAL OF BUILDING (SEE R905.2.7) \r \ j STUDS R49 BATT INSULATION BETWEEN RAFTERS 3:12 UP TO 12: 112' — 36' 4 ASPHALT ROOF SHINGLES TO MATCH EXISTING I 15# BUILDING FELT FLOOR SEE PLAN FOR SIZE ROOF RAFTERS ® 16" O.C. i I JOIST SIMPSON CS20 EACH RAFTER I- 1 1/4" 20 GA GALVANIZED STEEL CONNECTOR WITH (4) 8D \2 \ \ I/ \ I/ ( 2� z STRAPPING TO ATTACH I COMMON NAILS W o ROOF RAFTER TO RIDGE WITH (4) 8D (SEE WFCM TABLE A-3.4 F— U i CD COMMON NAILS STORY TO STORY /2" PLYWOOD SHEATHING LiJ 00 o ® EACH SIDE OF STRAP Q p I (SEE WFCM TABLE A-3.6) DOWN ANCHORS THREAREODD " ' _ WASHERS C� o' d 0_�OLD HD ==— CONTINUOUS VENTED SOFFIT TO MATCH EXISTING �1 ( 1 I-- z SIMPSON STRONG—TIE HD " " ( \ / ~ Si Simpson Strong—Tie 2x4 DOUBLE TOP PLATE \�� ( W ^ TO RIDGE TIE FASCIA TO MATCH EXISTING _ \�� k I I + W = Eo - RAFTER = � „ , 2' GW (' `PROOF FASTENING ZONES FOR WIND UPLIFT Elf o SIDEWALL BLOCKING AT 24 O.C. ALLOWS / OUoz HOLDDOWN INSTALLATION �� SIDING PER OWNER \ / 000 24 15# BUILDING FELT OR "TYVEK" HOUSE WRAP (f) c0 U) 1/2' PLYWOOD SHEATHING Q 2-16d COMMON MIN. / UJ NAILS AT 10" O.C. ROOF SHEATHING FASTENING SCHEDULE HOLD DOWN 0' 6 ° ORNER STUD 1 3 U ° O CONNECTED TO PANEL ROOF FASTENING ZONE • TRANSFER SHEAR �2�son strong—Tie REGION NAILS LOCATION(a) 1 2 3 4 FLOOR JOISTS BRACING 8d D SIMPSON STRONG—TIE TB27 CORNER HOLD DOWN ANCHORS HIGH IUPLIFT D COMMON ANEL EDGES 6 6 4(b) 6 SIMPSON STRONG—TIE HPAHD ANEL FIELD 6 6 6(b) (a). EDGE SPACING ALSO APPLIES OVER ROOF FRAMING AT GABLE END WALLS 2"x4" wooD STUDS ® 1s" O.C. (b). USE 8d RING SHANK NAILS IN THIS ZONE IF MEAN R-15 BATT INSULATION. VAPOR BARRIER TO INTERIOR AT GABLE END WALLS SEE DRAWING A-01 FOR ADDITIONAL NOTES CONTINUOUS 2"x4" SILL PLATE 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 D LTS12-1 A 12-10d NAILS ° LSTA21 E 16-10d NAILS SIMPSON CS 20 GALVANIZED STEEL STRAPPING WRAPPED UNDER MUD SILL TYPICAL AT EACH STUD. ALL 0 0 F SHINGLE NAILING PATTERN STRAPPING TO BEAR A MINIMUM OF 12" ON STUD SURFACE ( '� '� C FASTEN ® EACH END OF STUD W/ 3 8—D NAILS AS PER W.F.C.M. TABLE A-3.4 5 6 \ / FOR HIGH WIND i FLOOR WALL ASSEMBLY TO FOUND ,. (6)NAILS PER SHINGLE " B ATION 1NAIL ON EACH END 1 2. 1 IN FROM THE EDGE 6 & (1) ON EACH SIDE OF THE CUTOUT F w > r � NAILING & STRAPPING AT � o H4 SILL SEALER AND TERMITE SHEILD NAIL CUT 5/8" , STEEL ANCHOR BOLTS EXTERIOR WINDOW/DOOR HEADERS w w_ Use every other nail hale LENGTH MAX. 3'-0" O.C. in a row a provide the CRAWL SPACE (SEE WFCM TABLE 3.2B & 3.2C) NAILING SCHEDULE '13' > z code—required minimum END " • , LTP4 center—to—center LENGTH 12 MIN. TYP. 4 EXTEND BOLTS MIN. 7" INTO FDN Cf) Q� • spacing for nails WITH TIGHTENED NUT & 3" X 3" WASHERS NOTATION L1._I LiJ TO EACH BOLT OPENING A B G D E F '- o `' ' • o VAPOR BARRIER 2'-0" 2 (1) 2X4 .•. y (3) 8D COMMON NAILS CLEAR SPAN NEW 8"x16" CMU " _ ` •• f @ EACH SIDE OF STRAP FOUNDATION WALL ON 8"x1'-4" 4—0 4 (1) 2X4 2 2 2 2 LLQ f— SEE DETAIL #6 PER W.F.C.M. TABLE A-3.4 �/ POURED CONCRETE FOOTING PAGE D-1 �t•' 6'-0" 6 (2) 2X4 OR (1) 2X6 3 3 3 3 U O 0 CONTINUOUS 2"x4" KEYWAY 8'-0" 8 (2) 2X4 OR (1) 2X6 3 3 3 3 LLI — �� 4lrrrl ID__12" MIN. TYP. CONTINUOUS 8"x16" POURED CONCRETE FOOTING 10'-0" 10 2 2X6 4 4 4 4 Provide miniLENGTH ( ) f.. end distan3'-0" BELOW GRADE (MIN) . Equal number of I d 12'-0" 12 (2) 2X6 5 5 5 5 specified nails impsoil Strong—Tie Q 4 o A. NUMBER OF 8D NAILS AT EACH END OF STRAPPINGS /^ \ in each end CS Coiled Strap B. NUMBER OF SILL STUDS ON THE FLAT (DOES NOT APPLY TO DOORS) ( 13 HEADER ANCHORAGE DETAIL C. NUMBER OF FULL HEIGHT KING STUDS AT EACH SIDE OF HEADER TYPICAL WALL S E C TI 0 N D. NUMBER OF 16D NAILS END—NAILED THRU ADJACENT KING STUD TO \ / SIMPSON STRONG TIE HTr22 & LSTA 21 C 0 N N E C TI 0 N 8 END OF HEADER AT EACH SIDE 01���L(��TID " = 1'-0" SEE S CM FIGURE 2.2C E. NUMBER OF JACK STUDS AT EACH END OF HEADERS (ASSUMED DBL HDRS) F. NUMBER OF 16D NAILS END—NAILED THROUGH ADJACENT JACK STUDS TO END OF SILLS AT EACH SIDE(DOES NOT APPLY TO DOORS) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 BEAM SPLICE DRAG TIE ACROSS BEAM SPLICE BY 0 SINGLE PORTAL SYSTEM I OTHERS 0 0 0 0 0 0 0 0 o DOUBLE PORTAL SYSTEM 0 0 0 0 0 0 0 ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Ld 0 0 0 0 0 ° ° ° ° /I HEADER SIZE SHOULD BE WALL LLI THICKNESS X 12" MIN. DEPTH co W 0 0 0 o ° o 0 0 0 0 0 0 0 0 0 0 0 HEADER SIZE SHOULD BE WALL LSTA24 STRAP(MIN) DEPTH 1 THICKNESS X 12" MIN. I � z ° ° AT BEAM TO POST / I LSTA24 0 I \ 18-10d NAILS / 0 — o 0 8' MIN. 16'4" MAX Q �\ I ' MIN. 16'4" MAX 8 W c '.SFr � Q ~ Q 0 0 0 o I I STRONG 4WALLAT SPOSORT POST TO = \ / \ Q0 o O 6\ \ Q\\ O O 0 O :( I JOB# ° HEADER SUPPORT POST 0 0 0 0 ° 0 0 o 11 fill BY OTHERS I f�� I 19 - 59 COLUMN BASE DRAWN BY ( LL SHEATHING NAILING PATTERN BYOTHERS t� 14 / SIMPSON STRONG TIE HTT22 & LS:A 21 a:: %!V. S M B / 1. SHEATHING TO BE INSTALLED WITH 6d NAILS DATE 2. INSTALL PLYWOOD VERTICALLY AT ALL CORNERS 7/29 /2C 3. SPACE NAILS ® 6" O.C. AT PLYWOOD EDGES 4. SPACE NAILS 0 12" O.C. VERTICALLY IN PLYWOOD FIELD SINGLE AND DOUBLE PORTAL ASSEMBLY SHEET# (12 / SCALE: 1" = 1'-0" QA 6 J FOR REVIEW 8/5/20 SMB 7 EMAIL: info©cgorten.cor z � � U � o CEMENT BACKER BOARD QL° W � °' TUB SURROUND FINISH }- TUB UNIT I— Q z TUB SURROU J (BEYOND) � W � ^ O / TUB UNIT - CONTINUOUS BEA OF W 1"RIGID INSULATION / INSTALL PLUMBING AT SEALANT = Q INTERIOR L INTERIOR VERTICAL CHASE PROVIDE BL KING T n U J O ROUGH CUT AROUND VENTILATION CHUTE VENTILATION CHUTE PROVIDE INTERIOR SHEATHING AT EXTERIOR WALL O CD Z AT EXTERIOR WALL PRIOR INSULATED EXTERIOR00 -AIR SEAL PERIMETER ATTIC INSULATION TO INTERIOR WALL ASSEMBLY i STUD WALL ~ � ~ WITH EXPANDING THIN-PROFILE WALL - (n FOAM SEALANT FLOOR ASSEMBLY i SHEATHING Q L¢ —INTERIOR VERTICAL CHASE -- CONTINUOUS BEAD O INSET BAND JOIST INTERIOR I INTERIOR i SEALANT / CAVITY INSULATION WALL PROVIDE INTERIOR SHEATHING WALL / AT EXTERIOR WALL PRIOR / 1 1/2"RIGID INSULATION TO INTERIOR WALL ASSEMBLY EXPANDING FOAM MUDSILL SILL SEALER — — - - - -- -- -- --WOOD FRAME —CONTINUOUS BEADFLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT OF SEALANT FOUNDATION WALL 1 1/2"RIGID INSULATION It ' LADDER BLOCKING AS REQ'D LADDER BLOCKING AS REQUIRED �s EXTERIOR INSULATED WALL INSULATED EXTERIOR WALL INSULATED EXTERIOR WALL 1"RIGID INSULATION AS ATTIC EAVE BAFFLE CUT INSET BAND JOIST AT MUDSILL//1 1/2"RIGID INSULATION AIR SEALING AT CORNER VERTICAL BATHTUB CHASE AIR SEALING AT CORNER VERTICAL CHASE AIR SEALING BEHIND TUB WITH THIN-PROFILE SHEATHING//SECTION —CONTINUOUS BEAD OF SEALANT sm CONTINUOUS BEAD OF ADHESIVE — WOOD RAME FLOOR ASSEMBLY CONTINUOUS BEAD OF SEALANT WOOD FRAME FLOOR X CONTINUOUS BEAD OF ASSEMBLY SEALANT CONTINUOUS BEAD OF R-10 FLOOR TRUSS R-10 SEALANT R-10 PROVIDE INTERIOR SHEATHING INSULATION ASSEMBLY INSULATION EINSULATION AT EXTERIOR WALL PRIG ODR UM BOARD INTERIOR WOOD FRAMED WALL i TO SOFFIT ASSEMBLY j WOOD FRAME SOFFIT L CLIP 1/2"GYPSUM BOARD CONTINUOUS ASSEMBLY DRYWALL CLIP OF SEALANT CONTINUOUS EAD PROVIDE INTERIOR SHEATHING OF SEALAN AT EXTERIOR WALL PRIOR — CONTINUOUS BEAD TO SOFFIT ASSEMBLY OF SEALANT WOOD FRAME SOFFIT INTERIOR GYPSUM WALLBOARD IN ASSEMBLY ED EXTERIOR WALL INSULATED EXTERIOR WALL AS AIR BARRIER CONTINUOUS BEAD CABINETRY R WALL SHEATHING OF SEALANT EXTERI02 WALL SHEATHING m$r w CONCEPTUAL AIR SEALING STRATEGY AT UPPER FLOOR BAND JOIST AIR SEAL AT BUILT-OUT SOFFIT AIR SEAL AT CABINET SOFFIT//TWO-STORY 2-STUD CORNER WITH DRYWALL CLIPS INTERIOR INTERSECTING WALL WITH DRYWALL CLIPS > wow U www > z cn0:� ww o R-49 BATF INSULATION ATTIC INSULATION / In WOOD TRUSS FRAMING , / U O O ELECTRICAL WIRE / PLUMBING PIPE ATTIC INSULATION ATTIC ACCESS TO TH INTERIOR OF / w ATTIC FLOOR FRAMING +1"OF INSULATION LEVEL TOP PLATERIGID INSULATION 'R-VALUE/DEPTH PER CLIMATE' R-49 RIGID INSULATION CONTINUOUS BEA T 70P PLATE COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE EXPANDING FOAM SEALANT R-49 BATT SITE BUILT ATTIC ENCLOSURE- MECHANICALLY SECURED R-49 BATT PROVIDE INTERIOR SHEATIM " EXPANDING FOAM SULA INSU ON EXTERIOR WALL AND CEILI qG P SEALANT TO SOFFIT ASSEMBLY WALL STUD WALL STUDACCESS PANEL DRAW ACCESS PANEL SNUG CONTINUOUS WITH PERIMETER SCREWS OF SEALANT TRIM AS REQUIREDP, FINISH CEILING — WOOD FRAME SOFFIT MECHANICAL LATCH TO PRESSURE ---INTERIOR ASSEMBLY SEAL AT WEATHERSTRIPPING CABINETRY— AIR SEAL AT TOP PLATE PIPE PENETRATION AIR SEAL AT TOP PLATE ELECTRICAL PENETRATION o AIR SEALING AT ATTIC HATCH U FINISH SCREWS W w 0 AIR SEAL AT CABINET SOFFIT//SINGLE-STORY O MANUFACTURED PULL DOWN STAIR 0 Q 0 0 � R-49 RIGID INSULATION 0 AIR SEALING AT ATTIC PULL DOWN ATTIC STAIR z -J w R49 RIGID R-49 RIGID Q z INSULATION INSULATION w Z 0 cn Z Lil R-49 BATT R-49 BATT Q J INSULATION HIGH INSULATION U NOTE: WHOLE HOUSE AIR INFILTRATION NOT TO EXCEED 2.8 AIR CHANGED I HAT I Q "' PASCALS (CODE RE UIRES 3 PER HOUR = JOB# PER HOUR @ 50 Q ) - n;� ';� 19 - 59 ,. �A f DRAWN BY SMB ...e F_. DATE 7/29 /2C SHEET# AA FOR REVIEW 8/5/20 SMB 7 7 EMAIL: info@cgorten.co r NEW CRAWL SPACE 1,449 SF TOTAL CRAWLSPACE AREA SMART VENT REQUIRE . R 200 S.F. 1,449/200 = 7.245 8 VENTS REQUIRED r__1 VENT LOCATION NOTED THUS W � U rn r\ 0 Q W CO CD oz LO F- [� — Lu LL. 0 Y � M Q UJo I 0 oz I I---- 00 U) Q Q LTJ I I = - ; U I I _ — — — — FF SECOND FLOOR ±22=3" I I I I I I I I . I I I t 1 I I I FF I FIRST FLOOR +12'-0" I I I I I I I I I I I LP _ _ — — HP _ _ GARAGE SLAB +7'-10' GARAGE SLAB +8'-0• I I L--------------------------------------------- — — — — — — TOS _ GRAWLSPACE +5'-4" CR A'WLSPACE PLAN SECTION SHOWING HEIGHTS SCALE: 1/4" = 1'-0" SCALE: NONE DETAIL DIAGRAM INSTALLATION INSTRUCTIONS Smart VENT ' MODEL 1540-510 Smart VENT & DETAILS 877- 441- 8368 DUAL FUNCTION FLOOD AND VENTILATION VENT 877- 441- 8368 MODEL 1540-510 DUAL FUNCTION F OOD AND VENTILATION VENT wWW.Smartvent.COm 16 i/4' R/0 w www.smadvent.com REV.5-15-09I STRAP SLOTS USE TWO > TOP AND TWO BOTTOM r— INSTALLATION INSTRUCTIONS a BEHIND THE RODENT SCREEN, LOUVERS W Q AUTOMATICALLY PEN AND CLOSE WITH 1. Remove vent door from vent frame.(tun upside down,rotate bottom of door outward and slide out) TEMPERATURE. ELECTIRICITY IS U r- 2. Prepare a CLEAN 16.25"wide;by 8.2."high rough opening(approx.I block wide X I block high) for each vent. Ensure the bottom of the NEEDED z rough opening is no more than 12"abae,the finished grade. .\� Q W 3. Apply a bead of silicone or polyuretlia.adhesive around the back of the flange on the vent frame.(FIG.2) SILICONE/POLYURETHANE ADHESIVE LOCATION — > ness z 4. Bend the 4 steel straps to the thickof the wall measuring from the end with the teeth(see STRAP DETAIL) (FLANGE) U) r 5. Insert the top straps into the top two strap slots about two clicks. A W W 6. Insert the vent frame in the cut opening.ThOent strap ends go in then up behind the inside of the wall. n a Push the frame tight against the face of the val.Ensure the frame is flush and square in the opening.(FIG.3) FLOAT SLOTS 0 7.Reach through the vent opening and click thebo straps in while holding the front of the vent against the wall face.The sharp point of the straps should not extend past the front of theent face.Install the two remaining bottom straps. 8. Re-check that frame is square and slots are Qtr of debris,and caulk. STRAPS INSTALLED. FIGURE 1 W I() 9. Install the door into frame by grasping the bom of door(with float pins down)and front(small screen in front). Slide door into frame TWO ON TOP TWO ON and rotate until it is latched. VENT BOTTOM Front View U O O 10. To open the door insert two credit cards int(.float slots as shown in the diagram.This will unlatch the door for removal and cleaning. DOOR ��� W DETAILED SPECIFICATIONS, VENT MATERIAL- STAINLESS STEEL FRAME STRAPS OPERATION FLOOD: AUTOMATIC NON—POWERACTIVATION AND OPERATION FIGURE 2 VENT REMAINS CLOSED AND LIED UNTIL ACTIVATED v a C OPERATION AIR: AUTOMATIC LOUVERS FULLVEN AT 75 DEG. FULLY CLOSED AT 35 DEG. NO POWER REQUIRED Side View FIGURE 3 FINAMAX L GRADEM Qa ` INSTALLATION: SECURED W/ 4 STAINLESS STISTRAPS SUPPLIED HYDROSTATIC RELIEF: 200 Side View a Sq. Ft per Vent VENTILATION: 51 Sq. In. per Vent NOTE: VR BARRIER ALLOWS FOR REDUCED VENTILATION REQUIREMENTS FLOOD: MINIMUM OF 2 VIEWER ENCLOSED AREA MOUNTED ON AT LEAST TWO DIFFERENT WALLS STRAP DETAIL. 8 0 430 Andsro fir.Sate 2B COLORS: STAINLESS STANDARD c �� SMART VENT Foun"lntlon Flood Vents EXTERIOR POWDER COATED WHITEIEAT, GRAY. AND BLACK (AVAILABLE) H[?01...8 �_ u uec"i Pitman NIM 08071 TEETH MUST CLICK IN TIGHT TO TW M :_0A6 SMART VENT®XXX DUAL FUCVT[ON FLOOD INSURE SECURE INSTALLATION, x oo */ 877-441-8368 AND VENTILATION VENT BEND PAST 90' FO WWW.SMARr U4T.COM MODEL 1540-510 MEETS?REQUIREMENTS FOR ENGINEERED OPENINGS AS SET FORTH BY: SPRING BACK _ _ °W0 ND' e FEMA,NFIP,ICC,&ASCE Es s Mu *��TMoIF WW w��*�wTM M z S'ORTIVE DOCUMENTS,TB 1-08,44CFR 60.3(C)(5),ASCE 24-05 ��Xm vn�TW r 15410-510 Von, wvn sc wre a-�e oo s�r t or: ICC EVALUATION#ESR-2074 SHM rma=w of 4 OF 2 W Iy Q V) oz zp < z 0 z = U U J W Q 6 a = U � JOB# 19- 59DRAWN BY ja m DATE /17 /A3/17 /- ADDITIONAL DDITIONAL INFO REQUESTED BY T.O.S 3 "