Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
45234-Z
Town of Southold * * P.O. Box 1179 0 53095 Main Rd Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46346 Date: 07/28/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 155 Lake Ave Southold, NY 11971 Sec/Block/Lot: 80.-3-14 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/22/2020 Pursuant to which Building Permit No. 45234 and dated: 06/24/2025 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 attached garage, front entry stoop, rear deck, rear covered porch, outdoor shower, side ramp, non-sleeping second floor office with finished storage as applied for. The certificate is issued to: Carol Oak,Jeffrey Oak Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R10-17-0210 12/27/2022 ELECTRICAL CERTIFICATE: 42285 07/10/2019 PLUMBERS CERTIFICATION: Erik Enden O/01/2020 LVI om utho i d S gnature o-*ofso�lyo( TOWN' OF SOUTHOLD BUILDING DEPARTMENT N • TOWN CLERK'S OFFICE 10VrCourrttN � 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#: 45234 Date: 09/22/2020 Permission is hereby granted to: Carol P Oak 155 Lake Ave Southold, NY 11971 To: Demolish an existing single-family dwelling and construct a new single-family dwelling as applied for per SCHD and Trustee approvals,flood permit and DEC NJ letter. Replaces BP#.42285.Ame"n`ded d: 05/27/25 to include_second=story_office and storage;noffo_be used for sleeping. Premises Located at: 155 Lake Ave,Southold, NY 11971 SCTM#80:3-14 Pursuant to application dated 09/22/2020 and approved by the Building Inspector. To expire on 03/24/2022. Contractors: Required Inspections: FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING, DRAINAGE, PLUMBING, ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL-FINAL, FIRE SAFETY INSPECTION, FINAL, Fees: PERMIT RENEWAL,_ - $1,080.40 endment Fee— °�—,Am - ---$50 00 0 Total $1,580.40 Building Inspector " Form No.6 TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN HALL 765-1802 APPLICATION FOR CERTIFICATE OF OCCUPANCY This application must be filled in by typewriter or ink and submitted to the Building Department with the following: A. For new building or new use: I. Final survey of property with accurate location of all buildings, property lines, streets, and unusual natural or topographic features. 2. Final Approval from Health Dept. of water supply and sewerage-disposal (S-9 form). 3. Approval of electrical installation from Board of Fire Underwriters. 4. Sworn statement from plumber certifying that the solder used in system contains less than 2/10 of 1% lead. 5. Commercial building, industrial building, multiple residences and similar buildings and installations, a certificate of Code Compliance from architect or engineer responsible for the building. 6. Submit Planning Board Approval of completed site plan requirements. B. For existing buildings (prior to April 9, 1957) non-conforming uses, or buildings and "pre-existing" land uses: I. Accurate survey of property showing all property lines, streets, building and unusual natural or topographic features. 2. A properly completed application and consent to inspect signed by the applicant. If a Certificate of Occupancy is denied, the Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy - New dwelling$50.00, Additions to dwelling $50.00, Alterations to dwelling$50.00, Swimming pool $50.00, Accessory building$50.00, Additions to accessory building$50.00, Businesses$50.00. 2. Certificate of Occupancy on Pre-existing Building - $100.00 3. Copy of Certificate of Occupancy -$.25 4. Updated Certificate of Occupancy - $50.00 5. Temporary Certificate of Occupancy - Residential $15.00, Commercial $15.00 Date. r7 New Construction: ��, Old or Pre-existing Building: _ _ _— (check one) Location of Property: House No. Street Hamlet Owner or Owners of Property: 6r, a �a,- �L Suffolk County Tax Map No 1000, Section Block 3 Lot Subdivision Filed Map. Lot: Permit No. Date of Permit._ Applicant:__ Health Dept. Approval: _ Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Ap can ignatu e o�oSaFFot��o TOWN OF SOUTHOLD oy BUILDING DEPARTMENT y x TOWN CLERK'S OFFICE Wo • 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#: 45234 Date: 9/22/2020 Permission is hereby granted to: Oak, Carol 580 Walnut St Apt 718 Cincinnati, OH 45202 To: Demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD and Trustee approvals, flood permit and DEC NJ letter. Replaces BP#42285 At premises located at: 155 Lake Ave., Southold SCTM #473889 Sec/Block/Lot# 80.-3-14 Pursuant to application dated 9/22/2020 and approved by the Building Inspector. To expire on 3/24/2022. Fees: PERMIT RENEWAL $1,080.40 Total: $1,080.40 Building Inspector guFrat;r� TOWN OF SOUTHOLD °off BUILDING DEPARTMENT TOWN CLERK'S OFFICE �y • SOUTHOLD, NY 0 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#: 42285 Date: 1/8/2018 Permission is hereby granted to: Oak, Carol 3422 Deanwood Ave Ellicott, MD 21043 To: demolish an existing single family dwelling and construct a new single family dwelling as applied for per SCHD and Trustee approvals, and DEC NJ letter At premises located at: 155 Lake Ave, Southold SCTM# 473889 Sec/Block/Lot# 80.-3-14 Pursuant to application dated 12/28/2017 and approved by the Building Inspector. To expire on 7/10/2019. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $2,060.80 CO -NEW DWELLING $50.00 Total: $2,110.80 Bu ns ector OF SO!/r�ol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 G Q roger.richerta-town.southo Id.ny.us Southold,NY 11971-0959 i0 BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Jeffery Oak Address: 155 Lake Drive city:Southold st: New York zip: 11971 Building Permit#: 42285 Section: 80 Block: 3 Lot: 14 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE-NATIONAL ELECTRIC CODE !Contractor: DBA: G&S Electric License No: 578-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor X Hot Tub Addition Survey Attic X Garage INVENTORY Service 1 ph 200A Heat GAS Duplec Recpt 55 Ceiling Fixtures 20 HID Fixtures Service 3 ph Hot Water GAS GFCI Recpt 12 Wall Fixtures 25 Smoke Detectors Main Panel 200A A/C Condenser 2 Single Recpt Recessed Fixtures 96 CO Detectors Sub Panel A/C Blower' 2 Range Recpt Fluorescent Fixture Pumps Transformer Appliances pW Dryer Recpt 30A Emergency Fixture Time Clocks Disconnect 200A Switches 67 Twist Lock Exit Fixtures TVSS Other Equipment: 5- Bath Fans, 3- Paddle Fans, Gas Cook Top, 30A Electric Oven, Range Hood. Notes: Inspector Signature: Date: July 10, 201q Richert-Cert Electrical Compliance Form.xls pF SO�lyol � o Town Ball Annex Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 Q �yCDUMi`I,��c� BUILDING DEPARTMENT LS 0 � TOWN OF SOUTHOLD OCT 1 3 2020 CERTIFICATION Date: 10 / a � Building Permit No. y s a 3 Owner: Mr. U a IBC (Please print) Plumber: , C-X Ern�2.1n (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this C day of Oc f,&, , 20 2.y MICHAEL SLATTERY Notary Public-State 9 New York N0.01SL6277937 Qualified in Queens Co my My Commission Expires �r %y Notary Public, IV County Nr souryO� # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: ,-f- ogvy4 0V p . I - J L �pl - - %01 - MA V 7-- oy 1� . DATE INSPECTOR �y✓(!�' Fso o uryOlo * * TOWN OF SOUTHOLD BUILDING DEPT. u 765-1802 - 1 NSPECTION [ FOUNDATION 1ST [ ] ROUGH PLBG. [ ] OUNDATION 2ND [ ] INSULATION ,[ FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING KS- I kl 1� Lwk OK ooe sfr 442.40J ✓ ' ov�dvrr� DATE g INSPECTOR OF 50UlyOlo * # TOWN OF SOUTHOLD BUILDING DEPT. cou 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] ODE VIOLATION [ ] CAULKING REMARKS: DATE INSPECTO`R�` ( OF SOUTy�� TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPEC - ION [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING R ARKS: DATE INSPECTOR SOOTyo� * TOWN OF SOUTHOLD BUILDING DEPT. courm ' 765-1802 INSPECTION FOUNDATION 1[ ] O 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: DAT .r_:. E 7 INSPECTOR SOUIy� - ----- # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION .[ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [' ] FINAL 9P [ ] FIREPLACE &CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: lbmoA� < C4�� • 0 � JUVV `r✓� -N-ol jr (4 RKAS I �rAp-Lf Mi"�- ( �( DATE INSPECTOR OF SOUTyo # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rULATION/qj��ING FRAMING/STRAPPING [ AL 921-w [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT N [ ] PRE C/O REMARKS: I FINYLILVmw DATE II/S19020 INSPECTOR U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency V J U N 1 8 2025 Expiration Date:November 30,2022 National Flood Insurance Program ELEVATION C.5T6'1T1QA0TER Important: Follow the Pn§t� SUeosl Town o 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: �� to q GGro k A2. Building Street Addr ss(including Apt., Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Company NAIC Number: 15,'_ L,4 k e- 4veliu& City Sta-tj ZIP Code A3. Property Description(Lot and Block Numbers,Tax Parcel Number, Legal Description,etc.) ✓ . � � � � �� s•d���1 k A4. Building Use(e.g.,Residential,Non-Residential,Addition,Accessory,etc.) A5. Latitude/Longitude: Lat.����©L L�y.� /11 Long. I L3,5 4 2__'rWHorizontal Datum: ❑ NAD 1927 VNAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number C— A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) /0 0o sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade / c) Total net area of flood openings in A8.b f 00 00 sq in d) Engineered.flood openings? VYes ❑ No A9. For a building with an attached garage: a) Square footage of attached garage roo 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 p sq in d) Engineered flood openings? ❑Yes W No SECTION B—FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name 7je's: e 360$1'3 I o�h S�v A ���,��i 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 / q �6103 GO 16-1 �7 Seg. B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item 139: ❑ FIS Profile ItJ FIRM ❑ Community Determined ❑ Other/Source: B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 rYNAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑Yes D�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: S S L4 ke g✓lc'.' lC. 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* �(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/Al—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. Vertical Datum: A)4V-fl 6 80 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 -X"-'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) 6.0 feet ❑ meters b) Top of the next higher floor /J.0 feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) / 24, ❑ feet ❑ meters d) Attached garage(top of slab) S•o Rr feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building S (Describe type of equipment and location in Comments) feet ❑ meters f) Lowest adjacent(finished)grade next to building(LAG) feet 0 meters g) Highest adjacent(finished)grade next to building(HAG) 25, 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,including structural support y © 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. I certify that the information on this Certificate represents my best efforts to interpret the data available.I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1 01. Were latitude and longitude in Section A provided by a licensed land surveyor? , Yes ❑No Check here if attachments. Certifier's Name .License Number A 4% -r, L."'.J1 '7 ���1111111//� if Title ,� •°��� OF N44P���♦ POle SAFT. . .......C. I- s q Q I..♦4/lt✓ ✓/��� "t9 l 0 •�•�,p v Co pany Name Address C� • , r ••.�5...... vyl Signature gate Telephone Ext. 1� w 0 L;� 1-,o Z 63 — 72-7r Copy all pages of this Elevat' Certificate and all attachments-for( )community official,(2)insurance agent/company,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) C'n. e '-uJ gnu ��.,� { fly,. ,,,r�, 5. � P'Jrr►c6e' )� 4 >�ei 1 fep� ate Ioc-Jeel nr �'I►e "L.o� .(t7�r � C ka✓SG. �L.c o✓ JoCe , if Lo�1 rt l�'1©nC'/ ✓• l'1,z 41 N4L V}e'..JS �ns S rn�S 1e✓a Ufa., O ro•L5� ��� 1`h� two C`/i'r` Lp�/I�l• Tlv�etS On �G,G ec5 r• c vF Tj•� 5-- �Pi►d2 ho�F�cpv. 2�2 �/�, �/an5 d,�; .J FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 2 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 0 SECTION —BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),co I s E1—E5.If the Certificate is intended to support a LOMA or LOMR- equest, complete Sections A,B,and C. For Itemsuse natural grade,if available.Check the measurement used.In P erto Rico only, enter meters. El. Provide elevation information for theg and check the appropriate boxes to show whether the elev on is above or below the highest adjacent grade(HAG)awest adjacent grade(LAG). a) Top of bottom floor(including bacrawlspace,or enclosure)is ❑feet ❑meters above or ❑below the HAG. b) Top of bottom floor(including bacrawlspace,or enclosure)is ❑feet ❑mete ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with peroo openings provided in Section A Items 8 an or 9(see pages 1-2 of Instructions), the next higher floor(elevation C2.bthe diagrams)of the building is ❑feet meters ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑fee ❑meters ❑above or ❑below the HAG. E4. Top of platform of machinery and/ornt servicing the building is feet ❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is a top of the bottom oor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No Unknown. T elocal official must certify this information in Section G. SECTION F—PROPERTY OWNER(OR WNER'S EPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who com lete ections A,B,and E for Zone A(without a FEMA-issued or community-Issued BFE)or Zone AO must sign here.The statemen in ections A,B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address C State ZIP Code Signature Z Date Telephone Comments ❑Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 3 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 El SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authoriz d by law or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of is Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8—G10.In Puerto 'co only,enter meters. f G1. ❑ The information in Section as taken from other documentation that has been signed and se led by a licensed surveyor, engineer,or architect who is a thorized by law to certify elevation information.(Indicate the s9yce and date of the elevation data in the Comments area bel ) G2 ❑ A community official completed Se tion E for a building located in Zone A(without a FE A-issued or community-issued BFE) or Zone AO. G3. ❑ The following information(Items G 10)is provided for community floodplain ma agement purposes. G4. Permit Number G Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: ❑New Co struction ❑ Substan Improvement G8. Elevation of as-built lowest floor(including basement) of the building: ❑feet ❑ meters Datum G9. BFE or(in Zone AO)depth of flooding at the building site: I ❑feet ❑ meters Datum G10. Community's design flood elevation: 1 ❑feet ❑ meters Datum Local Official's Name / Title Community Name / / T ephone Signature Date Comments(including type of equipment and locaf6n,per C2(e),if applicable) ❑ Check here if attachments. FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 4 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: 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 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. - of /—�" f' LI)e- ' � v7 Photo One Caption Clear Photo One AA oil i Pho.- %.apuon Clear Photo Two FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page 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 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. 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. 11 jiia M - 6 Photo Three Caption Clear Photo Three r� OSE mom V 4€: :. . * l, v.rt -;t a�_ r r .iF..4-'•"s :. Photo Four Caption Clear Photo Four FEMA Form 086-0-33(12/19) Replaces all previous editions. Form Page 6 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30,2018 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 �el,V !rI p 1l 5 7 y7`rr;• �: wry' � ,�'".z�rr-may O■■■ ■ ■!!! ■!!■!!!■ ■■ ■■ ■■■!!■!.!�� It uuoluuurlr�ruu�rirrlso rrrrrr... , ■u!!■uulurorr.e®r®��ran2��s�rr�arae!■ � i � li�irrr��rrrrrrrrrrrrr^rrrrrrrrrrrr�rri rrrrorruurrrrro�asa.!����-,�e�,®��ti�r,�■ e i jrrrrrrrwwrrrrrrwwrrrrrrrrrrrrrrrrurrr� ' r-%J Leo FEMA Form 086-0-33(7/15) ,.gyp""•+a, Load Short'Form Date: 1 Lake Drive Date: 123 2018 oE,°„uc,,cs Entire House W. AnthonyAmadio,PE +' PE Load Calms LLC Plan: oak Residence 225 Franklin Court,Winter Haven,FL 33881 Phone:901.257.5910 Email:anthanyamadio@peloadcaics.00mWeb:wmpeloadcalcs.com �! Of.N E�/y �Q- ONY R. q� 0 Project InformationCO For: Oak Residence, 155 Lake Drive,Southold,NY Digitally signed by r 1. 1x Gas Boiler Anthony R Amadio c� 'I W Date:.2018.12.03 2 2 2. 2x Trane 4TTR6018+TEM6AOB24+HW Coils 17:05-05-00' �' O BOA 098289 Design Inf• . 90FESSIO�P� Htg Clg Infiltration Outside db(OF) 8 83 Method Simplified Inside db(OF) 70 75 Construction quality Tight Design TD(OF) 62 8 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 26 36 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade. n/a Model n/a Cond n/a AHRI ref. n/a Coil . n/a AHRI ref. n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual airflow 0 cfm Actual airflow 0 cfm Air flow factor 0 cfm/Btuh Airflowfactor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftZ) (Btuh) (Btuh) (cfm) (cf1m) -- - AH1-Downstairs 1841 26914 10900 611 611 AH2-Upstairs 1384 28450 9542 611 611 Entire House 3224 55364 20442 1222 1222 Other equip loads 5435 710 Equip.@ 0.88 RSM 18635 Latent cooling 4734 TOTALS 3224 60799 23369 1222 1222 OVIS BoWitalic values have been manual/Y overridden Calculations approved byACCA to meet all requirements of Manual J 8 -Ed. 0 CT 1 3 2020 -14ff- wrijhtsoft® 2018-Dec-0317:14:14 Right-Suite®Universal 201818.0.31 RSU18218 ?��.�v e 1 /ICCP� ...anian\Desktcp\155 Lake Dr\155 Lake Dr-JSD.rup Calc=MJ8 Front Door faces:SW 7 h�,P�T`����+��f�AT 3 J Load Short Form Job: 155 Lake Drive «�;:..•. Date: 12-3-2018 �PA k AH1-Downstairs By: AnthonyAmadio,PE PE Load CaICS LLC Plan: Oak Residence 225 Franklin Court,Winter Haven,FL 33881 Phone:901.257,5910 Erriail:anthony.amadio@peloadcalcs.00mMb:vvmpeloadcaics.com Project • • For: Oak Residence 155 Lake Drive,Southold,NY Design Information Htg Clg Infiltration Outside db(OF) 8 83 Method Simplified Inside db(OF) 70 75 Construction quality Tight Design TD(OF) 62 8 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 26 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Trane Trade Trade w/HW Coil Model ULTRA 80-CT Cond 4TTR6018J1 AHRI ref Coil TEM6AOB24H21++TDR AHRI ref 8625308 Efficiency 93.5AFUE Efficiency 14.5 EER,17 SEER Heating input 80000 Btuh Sensible cooling 13090 Btuh Heating output 34602 Btuh Latent cooling 5610 Btuh Temperature rise 52 OF Total cooling 18700 Btuh Actual airflow 611 cI n Actual airflow 611 cfrn Airflowfactor 0.023 cfinBtuh Airflowfactor 0.056 cfmBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.77 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Entry 182 3947 930 90 52 Hallway 66 2331 597 53 33 Kitchen Family 794 7898 4677 179 262 Library 288 5563 1783 126 100 Lndry 46 0 0 0 0 M Bath 106 2351 553 53 31 Master 259 4824 2360 110 132 Pwdr 36 0 0 0 0 WIC 65 0 0 0 0 Bold itallc values have been manuallyovemdden rj Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2018-Dec-0317:14:14 wrigF>ttsoft® Ri 'ht-Suite®Universal RSU18218 Page 2 AM'�- rtw.ie.amex.m.-�umn.r 9 9 ...anian\Desktop\155 Lake Dr\155 Lake Dr-JSD.rup Calc=MJ8 Front Door faces:SW / A Al1-Downstairs 1841 26914 10900 611 611 Other equip loads 2717 355 Equip.@ 0.88 RSM 9915 Latent cooling 3328 TOTALS 1841 29631 13244 611 611 Boldrdalic values have been manually ovemdden, Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 41- 2018-Dec-0317:14:14 wrigl7tsoft® Ri ht-Suite®Universal RSU18218 9 Page3 /hiCi1 ...anian\Desktop\155 Lake Dr\155 Lake Dr-JSD.rup Calc=MJS Front Door faces:SW e Load Short Form Job: 155 Lake Drive t. Date: 123 2018 PEL0,WCN.CS AH2-Upstairs W. AnthonyArnadio,PE PE Load Calm, LLC Plan: Oak Residence 225 Franklin Court,Winter Haven,FL 33881 Phone:901257.5910 Email:anthonyamadio@peloadcaics.com Web:wvmpeloadcalcs.com Project I • • For. Oak Residence 155 Lake Drive,Southold,W Design Information Htg Clg Infiltration Outside db(OF) 8 83 Method Simplified Inside db(OF) 70 75 Construction quality Tight Design TD(OF) 62 8 Fireplaces 0 Daily range - L Inside humidity(%) 30 50 Moisture difference(grAb) 26 36 HEATING EQUIPMENT COOLING EQUIPMENT Make Weil-McClain Make Trane Trade Trade w/HW Coil Model ULTRA 80-CT Cond 4TTR6018J1 AHRI ref Coil TEM6AOB24H21++TDR AHRI ref 8625308 Efficiency 93.5AFUE Efficiency 14.5 EER,17 SEER Heating input 80000 Btuh Sensible cooling 13090 Btuh Heating output 36398 Btuh Latent cooling 5610 Btuh Temperature rise 54 OF Total cooling 18700 Btuh Actual airflow 611 clim Actual airflow 611 dim Airflowfactor 0.021 cimBtuh Airflowfactor 0.064 cfmBtuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.75 ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (fl?) (Btuh) (Btuh) (cfm) (cfm) Bath 2 107 2429 830 52 53 Bath 3 106 2755 606 59 39 Bed 2 301 5065 1862 109 119 Bed 3 214 4524 1767 97 113 Family 2 386 6575 3095 141 198 Storage 271 7104 1383 153 89 Bold/italic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft- 2018-Deo-0317:14:14 � �M�.t•,��- s..,�-,. Right-Suite®Universal 2018 18.0.31 RSU18218 Page4 ,dM ...anianlDesktopI"55 Lake Dr\155 Lake Dr-JSD.rup Caic=MJ8 Front Door faces:SW AH2-Upstairs 1384 28450 9542 611 611 Other equip loads 2717 355 Equip.@ 0.88 RSM 8719 Latent cooling 3377 TOTALS 1384 31168 12096 611 611 Boldlrtalic values have been manuallyoverridden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wrightsoft® 2018-Deo-0317:14:14 Right•Suite®Universal 201818.0.31 RSU18218 Pages / +CA ...anian\Desktop\155 Lake Dr\155 Lake Dr-JSD.rup Calc=MJ8 Front Door faces:SW N.IEY fB Manual S Compliance Report Job: 155 Lake Drive '.•-\.•�.�l'.a Date: 123 2018 PH LOW QUC8 AH1-Downstairs W. AMony Amadio,PE PE Load Caics, LLC Plan: oak Residence 4� rtEY 225 Franklin Court,Winter Haven,FL 33881 Phone:901257.5910 Eniail:anthonyamadio@peloadcaics.comMb:vmwpeloadcalm.com Project • • For: Oak Residence 155 Lake Drive,Southold,W Cooling Equipment Design Conditions Outdoor design DB: 83.1 OF Sensible gain: 11255 Btuh Entering Coil DB: 75.9°F Outdoor design WB: 72.1 OF Latentgain: 3328 Btuh Entering coil WB: 63.7°F Indoor design DB: 75.0°F Total gain: 14583 Btuh IndoorRH: 50% Estimated airflow: 611 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Trane Model: 4TTR6018J1+TEM6AOB24H21++TDR Actual airflow: 611 cfm Sensible capacity: 13090 Btuh 116%of load Latent capacity: 5610 Btuh 169%of load Total capacity: 18700 Btuh 128%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 29631 Btuh Entering coil DB: 63.3°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer. Weil-McClain Model: ULTRA 80-CT Actual airflow: 611 cfm Output capacity: 34602 Btuh 117%of load Meets all requirements ofACCA Manual S. A A -wrightsoft- 2018-Deo-0317:14:14 ^t a ,,.�,m,w..w,w.,�,,,„ Right-Suite®Universal 201818.0.31 RSU18218 Page ACCA ...anian\Desktopk155 Lake Dr1155 Lake Dr-JSD.rup Calc=MJ8 Front Door%es:SW Manual S Compliance Report Job: 155 Lake Drive Date: 123-2018 PE Lo"•UCS AW-Upstairs W. AnthonyAmadio,PE ,.° PE Load Calcs, LLC Plan: Oak Residence r+rEm° 225 Franklin Court,VNnter Haven,FL 33881 Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.com Web:vnnnupeloadcslcs.com Project • • For., Oak Residence 155 Lake Drive,Southold,NY Cooling Equipment Design Conditions Outdoor design DB: 83.1°F Sensible gain: 9897 Btuh Entering coil DB: 75.7°F Outdoor design WB: 72.1°F Latent gain: 3377 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 13274 Btuh Indoor RH: 50% Estimated airflow: 611 chn Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitAC Manufacturer. Trane Model: 4TTR6018J1+TEM6AOB24H21++TDR Actual airflow: 611 clam Sensible capacity: 13090 Btuh 132%of load Latent capacity: 5610 Btuh 166%of load Total capacity: 18700 Btuh 141%of load SHR: 70% -Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 31168 Btuh Entering coil DB: 65.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: Gas boiler Manufacturer: Weil-McClain Model: ULTRA 80-CT Actual airflow: 611 cfm Output capacity: 36398 Btuh 117%of load Meets all requirements ofACCA Manual S. -F-wrightsoft- 2018-Dea0317:14:14 Right-Suite®Universal 201818.0.31RSU18218 Paget ACCA ...anian\Desktop\155 Lake Dr\155 Lake Dr-JSD.rup Calc=W8 Front Door faces:SW y`OMlli yo Duct System Summary Job: 155 Lake Drive Date: 123-2018 _AL. AM-Downstairs W. AnthonyAmadio,PE PE Load Calm LLC Plan: oak Residence 225 Franklin Court,Winter Haven,FL 33881 Phone:901257.5910 Email:anthonyamadio@peloadcai s.com Web:%wwcpeloadcelm.00m Project • • For. Oak Residence 155 Lake Drive,Southold,NY Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.27 in H2O 0.27 in H2O Available static pressure OA3 in H2O 0.43 in H2O Supply/return available pressure 0.299/0.131 in H2O 0.299/0.131 in H2O Lowest fiction rate 0.072 in/100ft 0.072 in/100ft Actual airflow 611 dm 611 dm Total effective length(TEL) 594 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (dm) FR (in) (in) Mati Ln(ft) Ln(ft) Trunk Entry h 3947 90 52 0.104 6.0 Ox0 VIFx 31.5 255.0 st3 Hallway h 2331 53 33 0.078 5.0 Ox0 VIFX 53.0 330.0 st3A Kitchen Family c 1169 45 66 0.104 6.0 Ox 0 VIFX 37.0 250.0 st3 Kitchen Family-A c 1169 45 66 0.108 6.0 Ox 0 VIFx 32.5 245.0 st4 Kitchen Family-B c 1169 45 66 0.101 6.0 Ox 0 VI Fx 62.0 235.0 st4 Kitchen Family-C c 1169 45 66 0.103 6.0 Ox 0 VIFx 46.0 245.0 st3 Library h 2781 63 50 0.074 6.0 Ox0 VIFx 63.8 340.0 st3A Library-A h 2781 63 50 0.072 6.0 Ox0 VIFx 67.5 345.0 st3A M Bath h 2351 53 31 0.088 5.0 Ox 0 VI Fx 82.5 255.0 st4A Master c 1180 55 66 0.101 6.0 0x 0 VIFX 46.5 250.0 st4A Master-A c 1180 55 66 0.099 6.0 Ox 0 VIFX 42.5 260.0 st4A Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct -Name Type (dim) (dm) FR Opm) (in) (in) Material Trunk st3A PeakAVF 179 133 0.072 403 7.0 8 x 6 ShtMeti st3 st3 PeakAVF 358 317 0.072 645 9.6 8 x 10 SWAM st2 st4A PeakAVF 163 163 0.088 367 7.3 8 x 8 ShtMeti st4 st4 PeakAVF 253 294 0.088 530 9.0 8 x 10 ShtMetl st2 st2 PeakAVF 611 611 0.072 611 12.3 12 x 12 ShtMeti Bolddalic values have been manuallyovenidden - - wrightsoft® 2018-Deo-0317:14:14 Right-Suite®Universal 201818.0.31 RSU18218 Page 1 ACCA ...anian\Desktop\155 Lake Dr\155 Lake Dr-JSD.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) Mat Trunk rb5 Ox 0 90 131 127.0 0.103 297 9.0 Ox 0 VIFx rb3 Ox 0 179 183 181.5 0.072 415 9.0 Ox 0 VIFx rb4 Ox.0 179 133 17.9.9 0.073 513 8.0 Ox 0 VIFx rb1 Ox 0 163 163 168A 0.078 370 9.0 Ox 0 VIFx Bold/dalic values have been manuallyovenidden Al wrightsoft® 2018-Deo-0317:14:14 ti grenNI .IMb.Haluwrymmyary RighbSuiteOUniversa1201818.0.31 RSU1821S Page 2 ACCA ...anianQ.sktopO.\155 Lake Dr\155 Lake Dr-JSD.rup Calc=MJS Front Door faces:SW Duct System Summary Job: 155 Lake Drive Y Date: 123 2018 P6 LOAD CALLS AH2-Upstairs W. Anthony Amadio,PE a PE Load Calcs, LLC Plan: Oak Residence 225 Franklin court,lMnter Haven,FL 33881 Phone:901.257.5910 Email:anthonyamadio@peloadcalcs.com Web:wmpeloadcelcs.com Project • • For: Oak Residence 155 Lake Drive,Southold,NY Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0A1 in H2O 0.41 in H2O Supply/return available pressure 0.183/0.227 in H2O 0.183/0.227 in H2O Lowest friction rate 0.044 in/100ft 0.044 in/100ft Actual airflow 611 cfm 611 dm Total effective length(TEL) 928 It SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (dm) FR (in) (in) Mal Ln(ft) Ln(ft) Trunk Bath 2 c 830 52 53 0.052 6.0 Ox 0 VIFx 43.5 310.0 st1 Bath3 h 2755 59 39 0.045 6.0 Ox0 VIFx 75.0 330.0 st1A Bed 2 c 1862 109 119 0.051 9.0 Ox 0 VIFx 41.0 320.0 st1 Bed 3 c 1767 97 113 0.044 9.0 Ox 0 VI Fx 72.5 340.0 st1 A Family c 1548 71 99 0.044 &0 Ox0 VIFx 64.0 350.0 st1A Family2-A c 1548 71 99 0.045 &0 ox0 VIFx 60.5 345.0 st1A Storage h 7104 153 89 0.069 7.0 0x 0 VIFx 24.0 240.0 st1 _,_____S_upply Trunk Detail Table Trunk Hfg Clg Design Veloc Diam H x W Duct 'Name Type (dm) (cfm) FR (fpm) (in) (in) Material Trunk st1A PeakAVF 298 350 0.044 420 10.9 10 x 12 ShtMel st1 st1 PeakAVF 611 611 0.044 550 13.5 10 x 16 ShtMel TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (cfm) (ft) FR (fpm) (in) (in) Opening(in) Mal Trunk rb2 Ox 0' 313 261 311.0 0.073 399 12.0 Ox 0 VIFx rt1 rb6 Ox0 141 198 413.0 0.055 252 12.0 Ox 0 VIFx rt1A rb7 0x 0 156 152 513.5 0.0441 2871 10.0 Ox 0 VIFx I rt1 B Bold/dalic values have been manuallyoverridden wrightsoft® 2018-Deo-0317:14:14 Ri ht-Suite®Universal RSU18218 Page3 '� �.k.ro.��,ue.ww.am���ro 9 ACCA ...anian\Desktop\155 Lake DA155 Lake Dr-JSD.rup Calc=MJB Front Door faces:SW � I DetailReturn Trunk Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FIR (fpm) (in) (in) Material Trunk rt1 PeakAVF 611 611 0.044 550 13.5 10 x 16 ShtMeti MA PeakAVF 298 350 0.044 360 10.9. 10 x 14 ShtMeti rt1 rt1B PeakAVF 156 152 1 0.044 1 188 1 &0 10 x 12 ShtMet! rt1A Boldldalic values have been manuallyovemdden W rightsoft® 2018-Deo-0317:14:14 I—:_- a,,;,-,--l.„,,,,,,q—m Right-Suite®Universal 2018 18.0.31 RSU18218 Page ACCA ...anian\Desktop\155 Lake DA155 Lake Dr-JSD.rup Calc=MJ8 Front Doorfaoes:SW N 1st Floor 4x8 61. 4x8 6" 65dm 65 dim 4x8 f -� 65dm 6" 4x8 6" 65 dm 4x8 65 cfrn 2xl4TK T Kitchen Family 50cin Master y f 4x8 g" 50 din 6" 10x8 10x8 Us 12x12 4x8 6" AH1 WIC f 50dm m x y Library m 14x14 g R' 14x14 163 cfm 5 Pwdr Lndry g g" M Bath 2x10 tOx10 8" =Entry 35dm RA A E_x 4x8 HalWay 535dm Garage 1. ACCK, Meets all requirements of ACCA Manual A Job#: 165 Lake Drive PE Load Calcs, LLC Scale:1 : 126 Performed by Anthony Amadio, PE for: Page 1 Oak Residence 225 Franklin Court Right-Suite®Universal2018 155 Lake Drive Winter Haven,FL 33881 18.0.31 RSU18218 Southold,NY Phone:901.257.5910 2018-Dec.0317:13:28 www.peloadcalcs.com anthony.amadio@peloadcalcs.com 55 Lake Dh155 Lake Dr-JSD.rup • t N 2nd Floor Bed 2 Family 2 Bed 3 10x10 105cfrn. T 14x14 14x14 8 12X12 R RA RA Storage 10x10. 10x10 _ 120 dm 120 dm — 121 14x10 T _ __ 12 12x10 ._. 0" T �D y 8 8x8 6x6• y 6x6 71dm T I 45cfrn- 45dm . E T' _ - 10x10 Bath 3 105 dm - -- - to 0 Bath 2 ACCK. Meets all requirements of ACCA Manual D. Job#: 155 Lake Drive PE Load Calcs, LLC Scale:1 : 126 Performed by Anthony Amadio, PE for: Page 2 Oak Residence 225 Franklin Court Right Suite®Universal2018 155 Lake Drive Winter Haven,FL 33881 18.0.31 RSU18218 Southold,NY Phone:901.257.5910 2018-Deo-0317:13:29 ...55 Lake Dr\155 Lake Dr-JSD.rup wwwpeloadcalcs.com anthony.amadio@peloadcalcs.com DECEOWE Robert I. Brown Architect, P.C. AUG 15 2023 205 Bay Avenue,Greenport, NY 11944 Building Department info@ribrownarchitect.com Town of Southold 631-477-9752 August 4, 2023 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department Southold,NY 11971 Re: Oak Residence 155 Lake Drive Southold,NY Building Permit No. #45234-Z Dear Mr. Verity, This letter is to confirm that based on the site inspections conducted during construction of this project by my myself and my staff under my supervision, and to the best of my knowledge, belief and professional judgement, the insulation in the walls and ceiling as installed complies with the plans and applicable building codes. The results of the inspection are as follows. The insulation installed in the ceiling is 7-1/2" Closed-cell spray-in foam insulation for a value of R-50. The insulation installed in the exterior walls is 2" closed cell spray-in foam insulation(R-16) and R-13 batt insulation for a total value of R-29. Floors have Batt insulation at R-22. If you have any questions, or require additional information, please feel free to contact me. Thank you for your attention to this matter. ED/ACC Sincerely, Robert Brown, A.I.A. Robert I. Brown Architect, P.C. 205 Bay Avenue,Greenport, NY 11944 _3 info@ribrownarchitect.com J A 2021 631-477-9752 September 18, 2020 Mr. Michael Verity, Chief Building Inspector Town of Southold Building Department P.O. Box 1179 Southold,NY 11971 Re: Oak Residence 155 Lake Drive Southold,NY Building Permit No. #422857 6(UNAV--�, Inspection- Insulation Dear Mr. Verity, This letter is to confirm that based on inspections of this project by myself and my staff under my supervision, and to the best of my knowledge, belief and professional judgement, insulation as installed at,155 Lake Drive, Southold NY. complies with the plans and applicable building codes. If you have any questions, or require additional information, please feel free to contact me. Thank You for your attention to this matter Sincerely, Robert Brown, A.I.A. AR 630% OF Building Envelope and Duct Tightness Report 2015 IECC as amended by the 2016 New Yorks State Supplement,sections 402.4.1.2 and 403.3.4 Address of Test 155 Lake Drive,Southold NY 1-1971 Test Date 9/18/2020 1 Building Permit#: 42285 Compliance Pathway Performance �,�U Test Completed by: Christopher Silvia f RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Main Street ICCID#>�� i�:� i�,`� . 1 L__,7 Huntington,NY-11743 } BPI# 631-673-0664 Building Envelope Tightness Volume Calculation : 1�#r�T �,1. r , ,_� ha k if:. '1 t.j..tl ''=tip `h�1 Floor . Area Heisht Volume ❑Conditioned Basement Basement 0 ❑ Conditioned Crawl Space 1st 1831 16479 ❑� Sealed Attic 2nd 1376 15320 *The conditioned floor area of dwelling is calculated in 3�d . 0 accordance with ANSI Z765,except that conditioned floor Attic 6678 area cludes areas here the ceiling height is less than 5 Total Volume 38477 ft CFM @50 pa 1784 Air'c4anges/hr@5 p 2.78 /�� Code Compliance: Pass Duct Tightness: Post Construction Tes - otal Duct Leakage System-4: 1st Floor Duct Location Crawl Space --- :-- Floor Area 1831 Leakage CFM @ 25pa 72 CFM/100 ftZ CFA 3:93 Code Compliance: Pass System-2: 2nd Floor Duct Location Condition Space Floor Area 1376 Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-3: 17 12 Duct Location Floor Area•------------------------- � Leakage CFM @ 25pa CFM/100 ftZ CFA . CodeTComplia�nce: pub ill FbTl'".TF.m'FATGIT.� Building envelope tighiiness has been verified using instruments and procedures specified in ASHARE/ASTM E7,79T.or AZS NI1E1827 as required by 2015 IECC as amended by.tlie 2016 New York State Supplement, section 402.4.1.2. The building duct and-plenum system has been verified as required blylthe 2015 IECC as;amended by 2016 New York State Supplement,Section 4033.4. n Y r Signature:. Date: 9/18/2020 Christopher)Silvia;Hone Energy Solutions 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 50.00 Ductwork(unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.25 Door 0.35 0.25 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments i + 1 1 • ' • COMMENTSI � a�, •^ ' FOUNDATION (IST) --------------------- FOUNDATION (2ND) s ENERGY - ROUGH FRAMING& fAl PLUMBING INSULATION PER N.Y. • 1 ADDITIONAL lumm OR am, 173 [Elmri . � �,. TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD, NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. // Check Septic Form N.Y.S.D.E.C. Trustees C.O. Application Flood Permit Examined ,20 Single&Separate Storm-Water Assessment Form Contact: '�� Approved (� ,20 Mail t6 i��� y(y Disapproved a/c PAU41� yl� Phone: - 62 " Expiration ,20 r �'j �� Building Inspector oD � � . :� ! J PPLICATION FOR BUILDING PERMIT ri LJ DEC 2 8 2017 Date 2- 2 , 20 INSTRUCTIONS This a licatiori MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of lWA a r -�#Qhpscale. Fee according to schedule. b. Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises or public streets or areas, and waterways. c. The work covered by this application may not be commenced before issuance of Building Permit. d. Upon approval of this application, the Building Inspector will issue a Building Permit to the applicant. Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the Building Inspector issues a Certificate of Occupancy. f. Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date. If no zoning amendments or other regulations affecting the property have been enacted in the interim, the Building Inspector may authorize, in writing, the extension of the permit for an addition six months. Thereafter, a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold, Suffolk County,New York,and other applicable Laws, Ordinances or Regulations, for the construction of buildings, additions, or alterations or for removal or demolition as herein described. The applicant agrees to comply with all applicable laws, ordinances, building code, housing code, and regulations, and to admit authorized inspectors on premises and in building for necessary inspections. (Signature of applicant or name, if a corporation) (Mailing address of applicant) State whether applicant is owner, lessee agent architec engineer, general contractor, electrician, plumber or builder 1 S Name of owner of premises (As on the tax roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate.officer) Builders License No. Plumbers License No, Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: House Number Street Hamlet County Tax Map No. 1000 Section �• Block 5 Subdivision Filed Map No.. Lot 2. State existing use and occupancy of premises,and intended use and occupancy of proposed construction: a. Existing use and occupancy b. Intended use and occupancy ' 3. Nature of work (check which applicable): New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front lt6�i Rear--� ( Depth Height Number of Stories 7/ Dimensions of same structure with alterations or additions: Front �'--, Rear Depth Height Number of Stories. 8. Dimensions of entire new construction: Front , _ Rear Depth Height Number of Stories 7/ 9. Size of lot: Front��, Rear �, Z� Depth l`� ' J/ ,J?� I �� 7. 7 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded? YES NO Will excess fill be removed from premises? YES NO � �2to43 14. Names of Owner of remises -b Address i) (D Phone No. ?03 7S''�539 Name of Architects — � (� Address hone No (Pa' - Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES A NO * IF YES, SOUTHOLD TOWN TRUSTEES & D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES_,>NO * IF YES, D.E.C. PERMITS MAY BE REQUIRED. ' 16. Provide survey, to scale, with accurate foundation plan and dist� t'o property lines. " 17. If elevation at any point on property is at 10 feet or below, must provide topographical data on survey. 18.-Are there any covenants and restrictions with respect to this property? * YES NO_ * IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF G PI �7�LX/"li�/V being duly sworn, deposes and sa�sAh�&P ONt applicant (Name of individual signing contract)above named, Notary Public,State of Now York No.01 BU6185050 (S)He is the Qualified in Suffolk County 14, .. (Contractor Agent, itu orporate Officer, etc.) Commission xpires pn of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief, and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me is day oL 2dJ _ P L &V-1 V�� - - A , S) Notary Public Si of 60ic r r r APPLICATION s PAGE 1Mi TOWN OF SOUTHOLD FLOODPLAIN DEVELOPMENT PERMIT APPLICATION This 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 bcrein. 3. If revoked, all work must cease until permit is reissued. 4. Development shall not be used or occupied until a Certificate of Compliance is issued. 5. The permit will expire if no work is commenced within six months of issuance. 6. Applicant is hereby informed that other permits may be required to fulfil) local, state and federal regulatory requirements. 7. Applicant hereby give 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 EST OF MY OWL.EDGE, TRUE AND ACCURATE.. (APPLICANTS SFONATURE) DATE o r SECTION 2• PROPOSED DI •&LOPMENT (Tb be completed by APPLICAJNM NAME _ ADDRESS 1 TELEH PONE APPLICANTAaj � e c19W &3 4i4qBUILDER i'�s8�6Y1 �� � YZ(a ��1 ENGINEER OWW,4'- (� Oak ¢2��ea,�►r, o�°/�- PROJECT LOCATION: 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 distanec to the nearest intersecting road or wcil-known landmark. A sketch attached to this application showing the project location would be helpful. o � OdL JUL 2 4 2018 FOP(43) - BUILDING DEPT. TG'�=rr•p ar,,;.�W�)s".r'�.1 talLD APPLICATION .4 PAGE 2 Of 4 DESCRIPTION Of: WORK (Check all applicable boxes): A. STRUCTURAL DEVELOPMENT Xr— ^CTIVITY STRUCTURE. TYPE 'Q91 New Structure 114Rcsiden6al (1-4 Family) ❑ Addition 0,'Rcsidcntial (More than 4 Fa.mdy) ❑ Alteration ❑ Noo-residential (Floodproofung? 0 Yes) O Relocation O Combined Use (Residential & Commercial) 0 Demdlitioo r -❑ Manufactured (Mobile) Home (In Manu- ❑ Replacement factured Home Park? ❑ Yes) ESTIMATED COST OF PROJECT S B. OTHER DEVELOPMENT ACTIVITIES. 13,,.Fill ❑ Mining O Drilling Grading -0 Excavation (Except for Structural Development Checked Above) ❑ Watercourse Alteration (Including Dredging and Channel Modifications) O Drainage Improvements.(Including Culvert Work) O Road, Street or $ridge Construction O Subdivision (New or Expansion) ❑ Individual Water or Ser System o.. O Other (Please Speedy)` After completing SECTION 2, APPLICANT should submit form to.Local Administrator for review. SECTION 3 FLOODPI.AIN DETERMINATION (To be completed by LOCAL ADMINISTRATOR) The proposed development is located on FIR Panel No.- Dated M The Proposed Development: J 0 Is located in a Special Flood Hazard Area (Notify the applicant that the application review is complete and NO FLOODPLAIN DEVELOPMENT PERMIT IS REQUIRED). f ' O Is located in a Special. Flood Hazard Area. FIRM zone designation is ' 100-Year flood elevation at the site is: Ft. NGVD (MSL) O Unavailable ' O The proposed development is located in a floodway. FBFM Panel No. Dated O See Section 4 for additional instructions. J SIGNED DATE APPLICATION a PAGE 3 OF a SECTION 4: ADDITIONAL INFORMATION REQUIRED (To he completed by LOCAL ADMINISTRATOR) The applicant must submit the documeats checked below before the application can be processed: ❑ A site plan showing the location of all existing structures, water bodies, adjacent roads, lot dimensions and proposed development. ❑ Development plans, drawn to scale, and specifications, including where applicable:details for anchoring structures, proposed elevation of lowest floor (including basement), types of water resistant materials used below the first floor, details of floodproofing of utilities located below the first floor and details of enclosures below the first floor. Also, ❑ Subdivision or other development plans (If 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 otherwise available). O Plans showing the extent of watercourse relocation and/or landform alterations. ❑ Top of new fill elevation Ft. NGVD (MSL). \ O Floodproofing protection level (non-residential only) Fl.'NGVD (MSL). For �- t floodl;roofed structures, applicant must attach certification from registered engineer or architect. ❑ Certificatio 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 support ingdt-his finding must also be submitted. ❑ Other: SECTION 5• PERMIT DETERMINATION �I'o be comfllctcd by LOCAL ADMINISTRATOR) I have determined that the proposed activity. A. O Is B. O 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 If BOX P is chey rd, the LocaJ Administrator may issue a Development Permit upon payment of designated fee. If BOX B is checked, the Local Administrator will provide a written summary of deficiencies. Applicant may revise and resubmit an application to the Local Administrator or may request a bearing from the Board of Appeals. APPLICATION a _ PAGE 4 OF 4 APPEALS Appealed to Board of Appeals? O Yes O No Hearing date: Appeals Board Decisioa --- Approved? ❑ Yes ❑ No Coodilioru SECTION 6: 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 1 or 2 below. 1. Actual (As-Built) Elevation of the top of the lowest floor, including basement (in Coastal Hieh Hazard Area , bottom of lowest structural member of the lowest floor, excluding piling and columns) is: FT. NGVD (MSL). .2. Actual (As-Buil() Elevation of floodproofmg protection is FT. NGVD (MSL). NOTE: Any work performed prior to submittal of the above information is at the risk of the Applicant.. 4,; SECTION 7• COMPLIANCE ACT10N (To be completed by LOCAL ADMINISTRATE The LOCAL ADMINISTRATOR will complete this section asiapplicable based on inspection of the project to ensure compliance with the community's local law for flood damage prevention. INSPIECTIONS: DATE BY DEFICIENCIES? O YES ❑ NO DATE BY DEFICIENCIES? ❑ YES ❑ NO DATE BY DEFICIENCIES? O YES ❑ NO SECTION 8• CERTIFICATE OF CQMPLIANCE(To b� completed by LOCAL ADMINISTRATOR) Certificate of Compliance issued: DATE.— BY: Attachment B SAMPLE CERTIFICATE OF COMPLIANCE for Development in a Special Flood Hazard Area TOWN OF SOUTHOLD CERTIFICATE OF COMPLIANCE FOR DEVELOPMENT.IN A SPECIAL FLOOD HAZARD AREA (OWNER MUST RETAIN THIS CERTIFICATE) .r PREMISES LOCATED AT: PERMIT N0. PERMIT DATE OWNERS NAME AND ADDRESS: CHECK ONE: O.NEW BUILDING O EXISTING BUILDING Cl-VACANT LAND THE LOCAL ADMINISTRATOR IS TO COMPLETE A. OR' B�. BELOW: A. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 SIGNED: DATED: B. COMPLIANCE IS HEREBY CERTIFIED WITH THE REQUIREMENTS OF LOCAL LAW # , 19 ' AS MODIFIED BY VARIANCE # DATED ' SIGNED: DATED: r i C/C(93) ,l '" „..�`µpry ���� �x 4 �'r(tii /a7^�'•�" ' rt .au4! �5�.. _ .��r. !' .::a, tJ� c/`t'-.,.r '�M., o `� r ���+;- �q �' ;�; ��tfrt, . t � g.ryro•;k"W n�3ia,-;..s:.! '� r�N;p,d�n•kY.xr9,R!1: Y � -..r.R '_n �Y}�li.-` �r} ffN. yt, A afiYta"i.r,.,5 •�. •N'* rA�. ;,Ti,7•SPAsvY:n ,sp%yyf YY �t+' RX�i",,�'n"R,:: �`i ��µ 0 J\� /,� .'�,� ;,iz.,."�q '.,}a. .c:•,us ,•.,er:e.,.,..»v,z�•,•r^--�.;'-Kvc,_:--:,Frsti;.N+""'£a s"-.`'S�'._;i���"_S �. x'T'r'y^�.^, '%t,r.ayuG>-.x'^••a;:rvs;.•�.,a,,..•�;:..Tv�••-^-s•.^^,f"^:v""^t-'-u�.�r �'�1t rn ry � , Y�� �,�/; a •. ' ' e • • :e: e • :••`e 'a _ e • ® •D' 1 / '#��'1 �j ` Ji,t_L �` • •- e • : •e • - / 1 OB /: 1 D - '1 4: • • ,o r�1r ti�r 1 e 1 • :• - • e • • o e :•: • •' • 1 e' s�e yZ� `�/�`���. 1 _ ( / e 1 1 •1 I •1 1 1 1 I 1 1 1 1 ���?f�t ;�' r��� 11 1 1•' 1 1 1 1•- `1 1 1 11 1 1 ��N�. ,'�l ��' 1 : / 1: 1 •1 : 1 1 1 1 1 : i 1 1 1 I•1 , 1 1 : �Yl���-al t+4 tiy4, h: fYYyi�y �• 1 ,.:\u�� 1 1 1 / 1 / 1 1 1 1 1 1 1 •• 1 1 1 1 1 1 �.1p�y',+`{" •A:r` `�F3(f4'. ' 1 / • 1 /: '1 @ 11 ' •1 •1 1 1 =1 11 1 '1 1 0 11 1 �'r'"v/Yx�f`�, wev �Mms�.�,, - .�.1L, ....rrs ,.,:sw},�r „mw-�•„n .d...:.,, •�.., t,�.n. � �/ 7=s•.*� r� " ��=�"vz'�e�. t .>Y� �4�, e f�-•� , C'�r- y/`�:-'''�i"''1,,r•-�{ »�; wr�i», J � 02;111 � Vie- a 1, liti�t;"'y '!\ V`�S l�` p '{f,\ yI `/ y � � r-:�/i, �' �i�� � i€r'���1 (,� �� 1,.�� `�tt1 .J. �1�9� r 1 y1ti• Y>•"w.,>�, r; ,r+Y i `.'wty ki•Y/ tV! `iy f { ✓\ V' 1SMY.tl2t r r 1 .•slw w'U',1 .� ^...j ✓4 42tt ^..,. ,/�y y1 td'1L'�` ,e, ^^,�"��t;,; i u�((�'u�y t ,y1t a� �� lis,. t�S. +.•a t,, .:Al �s 1 q t� fi �. fin„. A i� "� `Y7tYl1+..7''. •eY.yy..�� �� "Rli1 �`qJY• `•Y 1r Glenn Goldsmith,President So(/�� Town Hall Annex Michael J.Domino,Vice-President ®� ®� 54375 Route 25 P.O.Box 1179 John M.Bredemeyer III Southold,New York 11971 A.Nicholas Krupski G Telephone(631)765-1892 Greg Williams �� Fax(631)765-6641 D BOARD OF TOWN TRUSTEES JUN - 6 2025 TOWN OF SOUTHOLD Building Department CERTIFICATE OF COMPLIANCE Town of Southold 1751C Date: September 16,2020 THIS CERTIFIES that the demolition of existing single-family dwelling- construct new single- family,,two story dwelling;with a 1 820 2sq ft footprint•a 601 6sq ft attached garage;a 160.4s4.ft. seaward side screened porch with side entry stairs,•a 422sq ft seaward side deck attached to dwelling:a 238 6sq ft seaward side on-grade patio,• install gutters to leaders to drywells to contain roof runoff,and in accordance with Chapter 236 of the Town Code Storm Water Runoff-, and to abandon existing sanitary system and install new landward of dwelling• with the condition to establish and perpetually maintain_a_ minimum 15' wide non-turf buffer from the bulkhead to the stone wall: At 155 Lake Drive, Southold Suffolk County Tax Map#1000-80-3-14 Conforms to the application for a Trustees Permit heretofore filed in this office Dated September 11,2017 pursuant to which Trustees Wetland Permit#9099 Dated October 18,2017 was issued and conforms to all of the requirements and conditions of the applicable provisions of law. The project for which this certificate is being issued is for the demolition of existing single-family dwelling,• construct new single family two-story dwelling with a 1 820 2sa.ft.footprint:a 601.6sa.ft. attached garage,• a 160.4sg.ft.seaward side screened porch with side entry stairs;a 422sa.ft. seaward side deck attached to dwelling;a 238 6sq_ft seaward side on-g-radd patio•install gutters to leaders to drywells to contain roof runoff,-and.in accordance with Chapter 236 of the Town Code-Storm Water Runoff and to abandon existing sg anitarY system and install new landward of dwelling•with the condition to establish and a etuall maintain a minimum 15'wide non-turf buffer from the bulkhead to the stone wall. The certificate is.issued to Jeffrey&Carol Oak owners of the aforesaid property. Authorized Signature NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY @ Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny.gov LETTER OF NO JURISDICTION i August 8, 2017 Jeff Oak 3422 Deanwood Ave. Ellicott City, MD 21043 Re: Application #1-4738-045 3/00001 Oak Property: 155 Lake rive SCTM# 1000-80-3-14 Dear Mr. Oak Based on the information.you submitted the Department of Environmental Conservation has determined that the existing bulkhead is functional, more than 100 feet in length and was constructed before August 20 1977, as shown on tidal wetlands aerial photo 718-546. Therefore, the property landward of the bulkhead. is beyond Tidal Wetlands Act (Article 25)jurisdiction and no permit is required for work landward of this structure. Be advised, no construction, sedimentation, or disturbance-of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all precautions are taken to prevent any sedimentation or disturbance within Article 25 jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the jurisdictional boundary and your project (i.e. a.15' wide construction area) or erecting,a temporary fence, barrier, or hay bale berm. This letter shall remain valid unless site.conditions change. Please note that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies or local municipalities. Sincerely, 52 ark Carrara Deputy Regional Permit Administrator cc: Robert Brown Architect PC BMHP File NEW YORK Department of ovvaa°rumn Environmental Conservation Town HaR Annex 5W5 Main F6d 715-02 P.O Box 1179 :. . ScuihoId,ra 1197I-W59 JUN 1 4 2018 TOW OF SOUTHO .D BUILDWGIDEW. -AP P ICATiON FOR Ei CTR INSpECTial1! TOWN CF S0�.�THOLD BY Date: .. pany-Nance: 19 Lazzrrt C_ CD ,; G��IZ2 c L. No.: Jossn-E WFORMATION: (Indicates-required.infomtation) *Name: 2 C �K *Address: LA i e- � —• *Ccaoss Street: Y G)o.J SAS 19V *Phone No.: �.t7G✓,L . y l � POIT t NG.: � Tax-Map District: 1—.- 00 Section: u� Blodk:�_ lot: . *BRIEF DESCRIPTION OF WORK(Please Print.Clearly) fi P©r�_4 2,y : QZ V cr (Please,Circle All That Apply) *Is job ready for inspec tibn: • YES C� *Do-you need a Temp Certrf"rcate: �N 'Rough in Final . TeRIP.lafo"nadon(if needed) *Service Size: 1 Pha 3Phase 900 i50 200 3(}0000 O#her, *Aleut/Service: Re-connect Underground Nu' tuber of Meters Change of Service Overfiead Additional Information: PAYMENT DUE WITH APPUCATION OFFQI BUILDING DEPARTMENT- Electrical Inspector �p TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 :o • Southold, New York 11971-0959 ,alp Telephone (631) 765-1802 - FAX (631) 765-9502 roger.rich ert(a-)town.southo Id.ny.us APPLICATION FOR ELECTRICAL INSPECTION - - ... . .. . .... .. ... .. ... . ...... ....... .. ..... . . .. Date: .. -- -- . REQUESTED"BY:' _. _. _ ._._. .---- _- _--- ---- _--.: _. _. /�. ��h Company Name: gCf�,�' c— Name: 6J,4 i-IZ-1 O�Ee-Lco License No.: 5,72q� email: S 16411 (0— Ao L, Cdw Address: A v urlz a,--V A) 19-7/ Phone No.: �"l6 �� C JOB SITE INFORMATION: (All Information Required) Name: -� � f�/2�y ®Ak Address: 5:5, Z-A!eg i'�GL-1 lJ1_r o u 1 0� Cross Street: i>e o/Lo�- Phone No.: Bldg.Permit#: �070��S email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK (Please Print Clearly) Circle All That Apply: Is job ready for inspection?: YES / NO ough In Final , Do you need a Temp Certificate?: YES / NO Issued On Temp Information: (All information required). Service Size 1 Ph 3 Ph Size:,!� O A # Meters _ Old Meter# New Service Fire Reconnect- Flood Reconnect- Service Reconnected Underground Overhead # Underground Laterals 1 J 2 d.H Frame Pole Work done on Service? Y N Additionaf at' n: / PAYMENT DUE WITH APPLICATION Request for Inspection FormAs s °Sup ���'(�>�[�1�[�VA\ 'Scott A. Russell ,� '7C']E]E� SUPERVISOR I\vl[A\lam A\G]EI��I[]EN`]C' SOUTHOLD TOWN HALL-P.O.-Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11M Town of Southold JAN 0 2 2018 CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) ......................_._......._.............-:.....—.._...................--.................._..-_-••___.....-..-........................ .... ___....._.__._......................_.............._..__....................._......._._.....__........_..._........._—.........._...._..._.....__......................................._..__.. DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: j Yes (CHECK ALL THAT APPLY) I ❑ No A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface.6 . B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑aC. Site preparation on slopes which exceed 10 feet vertical rise to Ii ❑[]]/ 100 feet of horizontal distance. D. Site preparation within 100 feet of wetlands, beach, bluff or coastal erosion hazard area. I E. Site preparation within the one-hundred-year floodplain as depicted I on FIRM Map of any watercourse. ❑Q/F. Installation of new or resurfaced impervious surfaces of 1,000 square feet or more, unless prior approval of a Stormwater Management Control Plan was received by the Town and the proposal includes in-kind replacement of impervious surfaces. If you answered NO to all of the questions above, STOPS Complete the Applicant section below with your Name, Signature, Contact Information, Date & County Tax Map Number! Chapter 236 does not apply to your project. If you answered YES to one or more of the above, please.submit Two copies of a Stormwater Management Control Plan and a completed Check List Form to the Building Department with your Building Permit Application. i ----------- - S.C.T.M. ": 1000 Date APPLICANT: operty Uwne Design Profession,Agent.Co tractor,Other) District � N AIM E: � IZ- Z71 T";A Section Block Lot i FOR BUILDING DEPARTMENT USE ONLY**�* jContact Information � _������✓� rl'ekpM1one;i"mberi 1 - - - - - - - - - - - - - - i Reviewed By: ��M Date: Property Address / Location of Construction Work: - - - - - - - - - - - - Approved for processing Building Permit. j 1 St _mwater Management Control Plan Not Required. Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review.) - .._......... -._._..._..._._.........._._._._.._..--._........ --- ---- ._... _._......_......._._.... -----...._ :_:—:__.-: _:::-___::.:_:-.::_.-_=:-=::_:__:-::::::::::_-::_:.-_::::::::-...._.....__._ +� ...._...__...--..---.....................__._.._..__.._........._.......---....._...__...___---_-.---___...__...._._..._.._.._.._._.__...__.__..__. �._........._.__.__._._.....___ _ _ _......__.._..._t FORM # SMCP-TOS MAY 2014 �1 APPLICANT: S,C,T.M.# 1000 (Property Owner.Desi n Professio ,Agen Contractor.Other) —�— bQS�/j CHAPTER ER 236 � Stormwater Management Control Plan CHECK LIST iV AMM: Section Block L t �' i S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. 11,E wpm Date: `� �k The applicant must provide a Complete Explanation and/or Reason for not providing �V �2• '�? O! all Information that has been Required by the following Checklist! nalu deP).. vml 1. A Site Plan drawn to scale Not Less that 60'to the inch MUST If You answered No or NA to any Item,Please Provide Justification Here! YE NO NA show all of the following Items: If you need additional room for explanations,Please Provide additional Paper. a. Location &Description of Property Boundaries 00 b. Total Site Acreage. c. Existing-Natural& Man Made Features within 500 L.F. of the Site Boundary as required by§236-17100. d. Test Hole Data Indicating Soil Characteristics&Depth to Ground Water. INSPECTIONS ARE REQUIRED e. Limits of Clearing & Area of Proposed Land Disturbance. Lontact TOS Engineerin at 765- f. Existing&Proposed Contours of the Site (Minimum Z Intervals) 0 Backfill, OR Provide En ' ' g. Location of all existing & proposed structures, roads, that the drain driveways,sidewalks, drainage improvements& utilities. te Code. h. Spot Grades&Finish Floor Elevations for all existing& proposed structures. 1. Location of proposed Swimming Pool and discharge ring: j. Location of proposed Soil Stockpile Area(s). 0 EROSION k. Location of proposed Construction Entrance/Staging Area.(s). $hall include but no t be • 1. Location of proposed concrete washout area(s). A well maintained cons r m..Location of all proposed erosion&sediment control measures. 0Ahre Racked Silt Fencing, 5 a 2. Stormwater Management Control Plan must include Calculations showing exposed and or Ina I ve that the Stormwater improvements are sized to capture,store,and infiltrate Seeding nf on-site the run-off from all impervious surfaces generated by a two 121 inch rainfall/storm event. 3. Details&Sectional Dra-tvings for Stormwater practices are required for approval. Items requiring details shall include but not be limited to: a. Erosion&Sediment Controls. 0 • b. Construction Entrance&Site Access. 0 c. Inlet Drainage Structures (e.g.catch basins,trench drains,etc.) 00 d. Leaching Structures (e. .infiltration basins,swales,etc.) **** FOR ENGINEERI DEPA I' USE ONLY**** ''1 96UjUakl oration is Required. _'Reviewed & j Stormwater Management Control Plan is Not Complete. I Approved By: — — — — — — — — — !!; ! I Stormwater Management Control Plan is Complete. Date: SMCP has been approved by the Engineering Department.] FORM SWC Check List-TOS MAY 2014 �SUFF04,t, Town Hall Annex :,A Telephone(631-1802 54375 Main Road Fax(631) 734-9502 P. O. Box 1179 CDCIO )T Southold, NY 11971-0959 y '� BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR T[MBER'C'0 STRUCTION Date: /T//7 5Y Owner. Location of Property: Please take notice that the (check applicable line): . New'residential structure _ ' Addition to existing residentiaits(rucfure Y Rehabilitation to an existing,resid(jhtial structure ::, •to.by constructed.-or perform-ed at the subject prgperty.rrefeFence above will Utilize ' (check applicable line): _ . / Truss type construction (TT} l/ Pre-engineered wood construction{P) Timber construction (TC-) in they following iocation(s){check applicable line [oor framing, includi..ng girders,and.beams(F) Roof framing (R) Floor and roof framing (FR) Signature: Name.(person subm.4ting.this,form): Capacity. (check applicable line): .Owner ✓" Owner representative_ { , T-russResReal5.docx Eff five 1112015 ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREENPORT, NY 11944 631-477-9752 FAX 631-477-0973 info @ribrownarchitect.com Transmittal Date: December 27, 2017 To: Southold Town Building Department Re: Oak Residence 155 Lake Drive, Southold SCTM #: 1000-80.-3-14 Enclosed please find building permit application for the above referenced. • Building Permit Application • Survey by Nathan Corwin Land Surveyor • SC Department of Health Services approval and approved Site Plan • Copy of Trustee's approval and Permit • NYSDEC Letter of No Jurisdiction • Storm water Management work sheet • Truss Type construction form • Certificate of Occupancy application • Southold Town Septic permit Have a great day. Thank you, Karen Szczotka Agent for Robert I. Brown Architect, PC Kenneth Stenger n at i o n a I g r i d Senior Supervisor Customer Connections Department May 22, 2018 Jeffrey Oak 3422 Deanwood Avenue Ellicot City, MD 21043 E-mail: JCOAK10 a_GMAIL.COM National Grid WO#T102076514 Service Address: 155 Lake Avenue Southold, NY 11971 To Whom It May Concern: This letter is to advise you that National Grid investigated your request and confirmed that the subject property does not have an active gas service line, New York State law requires anyone planning underground excavation work to notify local utilities by making one call to a toll-free number to get your underground lines identified for you prior to doing any digging. This phone call needs to be made at least 2, days but not more than 10 days prior to starting work, not including the date of the call. The number to call is either the nationally sponsored "811", or the local number for NYC/ LI area, 1-800-272-4480. This confirmation letter of no active gas service Fine to the subject property does not relieve the excavator of making this "811" call. If 1 you have any further questions, kindly contact me at 631-348-6150. Respectfully, ,K_ZAA- S Kenneth Stenger Senior Supervisor Gas Customer Connections NY D MAY 3 0 2018 BUMDING DEPT. TOWN OF SOUTHOLD 1650 Islip Ave,Brentwood,NY 11795 T:631-348-6150 F:516-545-2333 kenneth.stenger@nationalgdd.com www,nationalgdd.com PSEG Long Island Building& Renovation Services 15 Park Drive Melville. \ NY 11717 IS.'milh++lirre{ rN.ak/in 1n++ May 29, 2018 Robert Brown, Architect 205 Bay Avenue Greenport, NY 11744 Re: Electric Demolition Request 155 Lake Drive, Southold,NY 11971 Customer Project#940106 Dear PSEG Customer: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located'on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law (NYCRR Part 753) requires all contractors to call for a utility locate (NY 811) prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days.prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. r You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above, please contact Building & Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. 5�ry�tr'uly.vcitii 41'�Vge. Carolyn Mackin Building&Renovation Services D PSEG-LUkt MAY 3 0 2018 Rob@ribrownarchitect BUMDING DEPT. TOWN OF SOUTHOLD ROBERT I. BROWN, ARCHITECT P.C. 205 BAY AVENUE GREEN PORT, NY 11944 631-477-9752 FAX 631-477-0973 info ribrownarchitect.com Transmittal Date: May 30, 2018 To: Southold Town Building Department Re: Oak Residence 155 Lake Drive, Southold SCTM #: 1000-80.-3-14 Enclosed please find the following documents for building permit application for the above referenced. • Check(#3156) for Building permit fee for$2110.80 • Letters from National Grid and PSEG D [RQFUVR D Thank you, MAY 3 0 �018 BUILDING DRPIr. TOWN OF SQ UTgOLD Karen Szczotka Agent for Robert I. Brown Architect, PC. karen@ribrownarchitect.com .t L' ' I I� D)j E) SE P 1—"020 J2��s�eDL.y(s &�eawpre42 C,tAZ z 6>4x o o, O i' 62 1�1 Ae'llu�lz4j b�- I i �c , ✓/ r U 7, F7 ' �e I I� I: 4� b i OCT 1 3 2020 f• JJ // r .°Ij 1'1"t�-'i!''7 v� I.i! .j i 1."�.•1J'1J fog �� 7�s� / �� � �'.�✓v�z-s ! 6,4 8�2 7- Y-9 Y9 We- Z I i OF SOUry�l Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O �yMUNT`I,�c� BUILDING DEPARTMENT January 24, 2022 TOWN OF SOUTHOLD Oak, Carol 155 Lake Ave Southold, NY 11971 RE: Amended plan required for second floor areas to include office&finished storage space. TO WHOM IT MAY CONCERN: The items marked below are required to obtain your Certificate of Occupancy Application for Certificate of Occupancy. (Enclosed) Electrical Underwriters Certificate. A fee of$50.00. X Final Survey with Health Department Approval.j&.,c �-5- Plumbers Solder Certificate or Pex Affidavit X Trustees Certificate of Compliance. (Town Trustees # 765-1892) Fa w-)d d;) 1a5ar Final Planning Board Approval. (Planning # 765-1938) Final Fire Inspection from Fire Marshall. (631-765-1802) Final Landmark Preservation approval. Final Elevation Certificate required. \ Final Storm Water Runoff Approval from Town Engineer X Insulation certification from a NYS licensed architect or Engineer BUILDING PERMIT: 46234-Z New Dwelling i SURVEY OF ` LOTS 7 & 8 NOTES: :- - MAP OF RE-SUBDIVISION OF MAP OF 1. ELEVATIONS ARE REFERENCED TO N.A.V.D. 1988 DATUM EXISTING ELEVATIONS ARE SHOWN THUS:Aa- REYDON SHORES EXISTING CONTOUR LINES ARE SHOWN THUS: ————5———— BLOCK F F.FL - FIRST FLOOR G.FL- GARAGE FLOOR FILE No. 1215 FILED OCTOBER 7, 1936 TB - TOP OF BULKHEAD BB - BOTTOM OF BULKHEAD SITUATE TW - TOP OF WALL BW - BOTTOM OF WALL _ BAYVIEW 2. FLOOD ZONE INFORMATION TAKEN FROM: TOWN OF SOUTHOLD FLOOD INSURANCE RATE MAP No. 36103CO167 H N ZONE AE: BASE FLOOD ELEVATIONS!DETERMINED SUFFOLK COUNTY, NEW YORK ZONE X: AREAS OF 0.2% ANNUAL-CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD � S.C. TAX No. 1000-80-03-14 WITH AVERAGE DEPTH OFj LESS THAN 1 FOOT.OR WITH DRAINAGE AREAS LESS THAN �trams � SCALE 1"=30' 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. AUGUST 4, 2016 .-��tp3 �9� AREA = 22,032 sq. ft. � f� (TO BULKHEAD) 0.506 ac. 3,\A 35 o S 83•13'09" E 5 Ay 10,77' aqw a?xu gZxyARK ASFA� x2J wTy xm 4 LOT BM p3 xm xdrT \ 0 xsa Aff \ Os ®/xz 8« \\ F a. \ �\ x >/ / \\ XAR 1-1 \\ \\ t 0 xi�/-, a e — by 'gib / roe; XAJ 1 � � X dd� OF x� ZpNE AEI \.\ „ttAA� L/ �y� �� �C��S� 1, BY E I 'W{E INIUSM d.. �4• ONE X IN,XLZd / a 9ea1�1_y w� SUC THEsowNrtu Dftfr \ . A. Yo d •• R \ I • �., / Id•• Ott. _ x•d0't'• ••'� ~ n . , 4 / rwA� x.; Lic. No. 50467 n • Y % UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF ••• •� '•:.: .' A, SECTION''• SECTION 7209 OF THE NEW YORK STATE < X. %1•�, - 2°0.0°' Eo°°^n°N LAW. Nathan Taft Corwin III L COPIES OF THIS SURVEY MAP NOT BEARING A � 4�4 THE LAND SEALS SHALL Nor SEAL SID Land Surveyor �'�� / ) •+• + •.,�•,t••. „ EMBOSSED SEAL SHALL NOT BE CONSIDERED /'�y �•�,:_•r 7D BE A VALID TRUE COPY. DR V�I 'x. CERTIFICATIONS INDICATED HEREON SHALL RUN/ a.'• ' • , ONLY TO,HE PERSON FOR WHOM THE SURVEY ;••4'• IS PREPARED,AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. :X' 'A• TITLE COMPANY,GOVERNMENTAL AGENCY AND Joseph A Ingegno L.S. ' LENDING INSTTTUTION LISTED HEREON,AND • TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys -Subdivisions - Site Plans - Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHT OF WAYS OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF ANY, NOT SHOWN ARE NOT GUARANTEED. 1586 Main Road P.O. Box 16 Jamesport, New York 11947 Jamesport, New York 11947 I ISSUES/ REVISIONS YA CH 7, RASI 7 S �011 CLIMATIC AND GEOGRAPHIC CRITERIA ° GROUND SNOW LOAD 20 P5F (PER FIG. R301 .2 (5) RCNY5201 5) S �A����� WIND SPEED 130 MPH (PER FIG. R301 .2 (4) RCNY52015) �P'��-a o SEISMIC DESIGN CATAGORY B (PER SECT. R301 .2(2) RCNY5201 5) WINTER DE51GN TEMP I I°F FLOOD ZONE X (PER FEMA MAP) I .2) £FeNNc R�pr/Nc P FROST LINE DEPTH 30 C R Ne reams ` GRP��G WEATHERING PROBABILITY SEVERE (PER FIG. R30 1 .2(3)RCNYS201 5) + DE51GN LOAD CALCULATIONS (UNIFORM LIVE LOADS) �w ST � �,� tii ROOMS OTHER THAN SLEEPING 40 PSI (PER TABLE 301 .5 RCNY520 1 5) 40 SLEEPING ROOMS 30 PSI (PER TABLE 301 .5 RCNY5201 5) `� ATTICS WITH LIMITED STORAGE 20 PSI (PER TABLE 30 1 .5 RCNY520 15) ogw ATTICS WITHOUT STORAGE 10 PSI AD STONE WALLS TO r STAIRS 40 PSI (PER TABLE 301 .5 KCNY5201 5) BE REMOVED US g r FLAG MI vI j POLE I�ONCRETE WPC( ' TORE REMOVED Z ABOVL�GR�DE z SILT FENCE FOR w ONSTRUCTION _:� -CONCRETE + ;`+ m 4 WALL TO BE �`\ +� r REMOVED } EXISTING ARBOR' �/ 7 ,\ <0,5 SITE PLAN BUILDING / / - Ww / zo P O RE51DENTIAL GENERAL NOTES 155 LAKE DRIVE, SOUTHOLD, NY 1 1971 NOTE: NEIGHBORING ENS/ELOPE + \ W� e-o� MISC. GENERAL NOTES HVAC PROPOERTI ES ARE y / �/ y O� �" 1.THIS PROJECT IS CONSTRUCTION]OF A NEW TWO STORY A SINGLE FAMILY RESIDENCE,AND 1.PROVIDE ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES "/ DI�AI Aof_ "'. ti O NECESSARY TO PROVIDE A HVAG SYSTEM TO HEAT AND COOL THE LIVING SPACES BASED ON SURVEY BY NATHAN TAFT CORWIN III 1 J ACCES5QRY GARAGE,CLAS-51FIeD AS R-3, CONNECTED TO , 1 586 MAIN ROAD, JAMESPORT, NY 11947 0 / 2.THE HEIGHT OF THE PROPOSED BUILDING AS DEFINED BY THE ZONING CODE OF THE TOWN OF A5 REQUIRED BY THE DRAWINGS AND SPECIFICATIONS,OR REASONABLY IMPLIED A5 SCTM No. 1000-80 Q3-14 PUBLIC WATER + /��N /� SO'JTHOLD IS 32'-3" NECESSARY TO COMPLETE TO WORK. `.,.. 2. PROV DE WELL-MCLAIN ULTRA GAS 53 CT CONDENSING GAS BOILER, 139,000 / 3.THE TYPE OF CONSTP,'JCTION 15 TYPE V(B). BTU/H,WITH DIRECT VENT INSTALLED AS PER MANUFACTUPEP5 5PECIFICAT iON5. DATED 08-04-2016 / BUILDING_ / / / 4.ALL WORK SHALT_CONFORM TO THE REQUIREMENTS OF THE 201 5 RESIDENTIAL CODE OF N.Y.S.AND 3.PROVIDE PHFEM COMPRESSORS OR APPROVED EQUAL FOR EACH ZONE. 4.PROVIDE I_ENh;OX OR APPROVE EQUAL AIP- AN AREA= 22,032 SF =0.50G ACRES `� / __ THE AF#PA N�NGD FRAME CONSTRUCTION MANUAL 2017 56C HIGH WIND EDITION. D LE L H K FOP AND DU TVJORK,AND ENVELOPE / -7 COIJTk:CLS AS NECESSARY TO COMPLETE THE WORK FOR ALL ZONES. ELEVATIONS ARE NORTH AMERICAN VERTICAL DATUM 1988 / / 5. DE51GN LOAD CALCULATION ARE BASED ON: TOWN OF SOUTHOLD ZONE R-40 LIVE LOAD:AS PER TABLE R301.4,RESIDENTIAL CODE OF tJEWYORY.STATE. PLUMBING \ DEAD LOAD:CALCULATED AS PER R301.3 AS PER RCNY5 2015, 1.FPOV'DE ALL LABOR,MATERIALS,TRANSPORTATION, EQUIPMENT,AND SERVICES SNOW LOAD:20 P31 GROUND SNOW LOAD(A5 PER FIG. R301.2(5)PCNYS 2015, NECE551RYTC COMPLETE AI_L NEW PLUMBING WORK REQUIRED BY THE DRAWINGS WIND EXPOSURE CATEGORY"C",FOR. 130 MPH 3 SECOND GUST, AND SP;_CIFICATICNS,OR REASONABLY IMPLIED A5 NECESSARY TO COMPLETE THE WORK. LOCATION LIVE DEAD DEI_ECT LIMIT 2.ALL GORY.SHALL CONFORM TO THE PLUMBING CODE OF NY5 2015 AND TO THE DRAINAGE CALCULATIONS \ \ \ 15T.FL. 40 LB. 12 L/3GO NEW YOLK STATE ENVIRONMENTAL_C0N5ERVAT(ON LAW WITH PFGAPD5 TO WATFP 2ND.FL.(5LEFF AREA) 30 LB. 1 2 V3GO SAVING AND CONSERVATION, ALL FIXTURES SHALL BF ON THE APPROVED"LIST OF ZONE I: 1 1 59 5F x 0.17 = 1 97.0 CF RECD. j" ,. �\ \ 1'�, w ) 2 CERTIFIED WATER SAVING PLUMBING FIXTURES`AS PUBLISHED BY THE NEW YORK CONCRETE z ATTIC(NON STFAG 0 LB. 10 L 3GO STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION. PROVIDE(2) 1 O'DIA x 2'D DRYWELL5 = 273.G CF �' / . ROOF 20 LB. 15 U3G0 3. ALL_`.NOPK Of!THE PLUMBING 5Y5TFM SHALL BF FFP,FOP.MFD BY OP,UNDER THE WALL TO BE \ THESE PLANS ARE AN INSTRUMENT OF SERVICE SUPERVISION OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE REMOVED -"" I �? a PLUMBFRSHALLPROVIDEA50LDERCERTIFiCATEASREQUIREDBYTHETOWNOF AND ARE THE PROPERTY OF THE ARCHITECT. ZONE 2: 2 1 78 SF x O.1 7 = 370.3 CF REQD. o + 29 - G.THE ARCHITECT A55UME5 NO RESPONSIBILITY FOP,THF CON TRUCTIOPJ MEANS,METHODS, ,. K „ 50UTHCd_p. INFRINGEMENTS WILL BE PROSECUTED h� �-• TECHNIQUES,SEQUENCES,OR PROCEDURES,OR FOR SAFETY PRECAUTIOtJS AND PROGRAMS IN PROVIDE(3) 1O'DIA x 2'D DRYWELL= 4 10.5 CF �� p / ' \ I Nw 4.THE :lkia ,R SNAi L 05TAIN,'.'JBMIT,AND PAY FOR ALL PERMITS, {-' "--y ,. CONNECTION WITH THE WORK. CEPTIFII,ATION5, I_ICFN5ES AND INSPECTIONS ASS PEQUIRED BY LOCAL,STATE,AND , f 2017 ALI.RIGHTS RESERVED I THERE ARE NO WARRANTIE5,NOR ANY MERCHANTABILITY OF FITNESS FOR A SPECIFIC USE EXPPE55FD FEDEPAI.AUTHORITIES,AND ANY OTHER APPLICABLE JURISDICTION, OR IMPLIED IN THE USE OF THESE PLANS. 3.A' / I 7.CONTPACTOP TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE ELECTRICAL J O DRAWINGS.FOLLOW DIMENSIONS ONLY. 1. FURN 5H ALL LABOR,MATERIALS,EQUIPMENT,PLANT,TOOLS,AND SERVICES ..:..:::_::_..:._:::......_......:- C l I O NECESSARY AND REQUIRED FOR PROPER AND COMPLETE INSTALLATION OF ALL NEW LOT COVERAGE• I 8.CONTFACTOR(S)SHALL FUPN15H AND INSTALL_ALL MATERIAL AND EQUIPMENT SHOWN, LISTED,OR / j ;_:f::i:: :>::.: : . 6 ELECTRICAL SYSTEMS AND RELATED WORK INCLUDING BUT NOT LIMITED TO: V NEW 1 cV DESCRIBED ON THESE DRAWINGS SUBJECT TO QUALIFICATIONS CONDITIONS OR EXCEPTIONS AS N � ('T fJS r CO NE, 10 _ TO PREVIOUSLY Ih_TALL D ELECTRICAL I PROPOSED HOUSE INCLUDING /d E E ECTRCALSYSTEMS,WIPING,LIGHTING, r' I r- / / /U o NOTED.CONTRACTOR SHALL FURNISH ALL LABOR„SCAFFOLDING,AND TOOLS NECESSARY TO SERVICES,FEEDFR.S,DISTPI6L'TION Af:D PROTECTION EQUIPMENT,CONNECTIONS TO /'` GRAVEL �:'::::':';:.;:: :'::'`;::;:::::':.,,,. � ,_ .1 :'ar°_ GARAGE AND SCREENED PORCH): 2,5 1 0 SF I COMPLETE THE WORK, APPLIAP.CES, GROUNDING,AND ALL INCLUDING ALL CONN'ECTiONS AND DEVICES DRIVEWAY ;:1.>;' >:..I:..:%. WITHIN THE SCOPE OF THE WORK AS SHOWN ON THE APPLICABLE DRAWINGS AND .ALL MATERIAL A ``A- T {' •'�' ` ; �. I 1./) 9 L ER SHALL BE N�1 I LED IN 5 RIOT CONFORMANCE W TH MANUFACTURES PEQL'IP.FMENTS DECK 449 5� .::..,...;:::.:....::..:...,.:.:.:.:.:..:.._ .:.. I � AND SPECIFICATIONS AND SFCIFICAT CATIONSONS AND AS NOR,MALLc SPECIFIED IN THIS TY E OF PROJECT AND Robert I• Br :.. / TOTAL : 2,959 SF ! / "" INCLUDING CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND J I I (n 0.CONTRACTOR SHALL OBTAIN ALL REQUIRED INSFECTIOIIS,APPROVALS AND CERTIFICATE OF ELECTRICAL DISTRIBUTION SYSTEMS. L +� ATER:< X k I OCCUPANCY. Architect, P.C. 2.ALL U/ORK SHALL CONFOP,M TO THE REQUIREMENTS OF THE 201 5 ELECTRICAL 2,959/22,032 SF = 13.4% b� / / / - I- r/ * / '' I/ CODE OF NEW YORK STATE,THE NATIONAL ELECTRICAL CODE,NFPA NO,70-1984 ER..TO.: (NEC), LOCAL_UTILITY STANDARDS,OCCUPATIONAL 5AFETY AND HEALTH CAT(OSHA), :..., ... - , .. ';>< / I 20 Bay Ave. Greenport NY FOUNDATIONS THE NATIONAL ELECTRICAL MANUFACTURERS'ASSOCIATION(NEMA)AND ANY OTHER / - - EXISTING ELEVATION ACH G PL ASSUMED 5011_BEARING CAPACITY, 1,500 Ib./ScJ.Ft• A,PLICt,BLE COD.-S. IN THE EVENT OF CONFLICT,THE MORE STRINGENT in?O@ribrownarchitect.com / Z'-'' 2.CONCRETE TO BE PLAIN,REINFORCED,3,000 p5I.-28 DAY TEST. REQUIREMENT5 WILL APPLY. CONTOUR / °k / 2� RE �. I 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UNDISTURBED SOIL. 3.ALL PRODUCTS USED FOP ELECTRICAL WCRY,SHALL BEAR THE UNDERWRITERS 631-477 9752 PROP +9 I J L BORASOPINC.LABEL AND BE SUITABLE POP THE ENVIRONMENT IN WHICH THEY 95 v GENERAL CONSTRUCTION L B INSTALLED. - - PROPOSED ELEVATION NEWF A ER II{J�1 I NAGS `� �� a/ O �msµo x 1. PROVIDE ALL LABOP,,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NE-CE55APY TO 4.ALL!NOR.K ON THE ELECTRICAL SYSTEM SHALT_BE PERFORMED BY OR UNDER THE /! CONTOUR 4� N- ETr^^ '' ZO - 2 : / + Y OO• ° COMPLETE ALL WOOD AND PLASTIC N/ORK REQUIRED BY THE DRAWINGS AS SPECIFIED HEREIN,OR 5UPER,'1510N OF A PROPERLY LICENSED MASTER ELECTRICIAN. / 1 i q 8 REA50IIABLY IMPLIED AS NECESSARY TO COMPLETE THE WORK. 5.THE:ONTRACTOR SHALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES °�' + LO ATI / APPROX. LOCATION AND IPI FECTION5 AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, IT IS VIOLATION OF THE LAW FOR ANY PERSON, EXISTING e o / 1 _ f "k 2. FASCIAS,SOFFITS AND FXTERIORTRIM SHALL MATH EXISTING. \ EXIST N PT TEM 3. MTERIOR TRIM SHALL MATCH EXISTING. AND ANY OTHER APPLICABLE JURISDICTION. UNLESS ACTING UNDER THE DIRECTION OFA OVERHEAD } ' / + EVV`j\ 2 . W �R{` G {N ° D a`f 4. FRAMING ELEMENTS: SHAG. LLBOCONONECTEDFTO THETORSTIN'GONRFORTSAWTH NO INTERVENCE WITH ABLCE�ODFS 4i W \ �� :; ,,,,,.� E REM - D° A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOL'GLAS FIR-LARCH STRUCTURAL GRADE N0.2 LICENSED ARCHITECT,TO ALTER ANY ITEM ON WIRES TO JJ ��p� „�, �,,„E SWITCH. LINE CORD-CONt;ECTED,DIRECT PLUG-IN,AND BATTERY POWERED ALARMS THIS DRAWING IN ANYWAY.ANYAUTHORIZED / _ i -' 11 a OR BETTER. BE RUN / - -I- gLO D D.ALL ENGINEERED LUMBER SHALL BE AS INDICATED ON DRAWINGS,AND SHALL BE INSTALLED,CUT ARE NOT ACCEPTABLE. ALARMS 5HALL BE INSTALLED ON EACH LEVEL ON WHICH ALTERATION MUST BE NOTED,SEALED,AND SERV4CE ^I 6VG\PN ON AND DRILLED IN ACCORDANCE WITH MAN'JFACTURER5 P.EQ'JIP.EMENTS AND 5PECIFICATION5.C.ALL SLEEPING Q'JARTEPS ARE LOCATED. DESCRIBED IN ACCORDANCE WITH THE LAW. UNDERGROUND / \ ti 6 ° +j SHEATHING TO BE APA PATED,EXPOSURE 1,THICKNE55 AS INDICATED. 7,SMOKE DETECTORS IN CONFORMANCE WITH THE ELECTRICAL CODE OF NEW YORY, �I D.ALL 5U5 FLOORING TO BE APA PATED S T URD-I-FLOOR,EXP05URE 1,3/4"MIN.THiCKNE5. STATE AND THE RESIDENTIAL CODE OF NEW YORK STATE,THE NFFA NATIONAL FIRE g 5' TE5T HOLE j3 a E.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS,9'-0"AND OVER ALARM CODE NO.72-1 993 SHALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING APPR-OY.EL. o _ 3 , AREA,IN EACH SLEEPING AREA.AND ON EACH FLOOR LEVEL. + D WITH TRIPLE UFRIGHT5.ALL HEADERS SHALL BE A MIN.OF(2)2"x8"OR AS SHOWN ON DRAWNG. F.SOLID BLOCKING 5HALL BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS AS PEP,N.Y.5.CODE OR AS NOTED @ 8'-0'O.C.MIN..PROVIDE 2"SPACE FOP,AIR CIRCULATION IN ROOF. CONTRACTOR SHALL COORDINATE WITH OWNER'S ALARM COMPANY FOR SMOKE AND �a D qP G.PROVIDE DOUBLE FRAMING AROUND ALL OPENINGS(STAIRS,ETC.)OR A5 NOTED ON DRAWINGS. BURGLAR ALARMS AS NECESSARY. \5C ` 1 8 tijT 4, D n ° H.PROVIDE DOUBLE'UP FRAMING UNDER ALL POSTS AND PARALLEL PARTITICN5 OR A5 NOTED ON ��9 0�P R0 F� ' n j ° DRAWING. / A O� D + I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH P.ATED GALVANIZED METAL QfY 2t�rp4S CONNECTORS BY"SIMPSON"OR APPROVFD EQUAL. / 0 7 J. NAILING SCHEDULE SHALL BE AS PER N.Y.5.BUILDING CODE AS A MINIMUM.ALL.2NG"STUDS (� SHALL RECEIVE 5 1 Od NAILS AT 511_L AND PLATE.ALL EXTERIOR NAILS SHALL BE GALVANIZED. SEE 6 a ATTACHED NAILING SCHEDULE. ` o G FEN D K. PLYWOOD SHEATHING TO DF NAILED 8d NAIL5 @ 4"O.C.EXTERIOR EDGE5 AND Gd NAILS @ 1 2" y ESP jNRPV 6g O.C. INTERMEDIATE, SEE ATTACHED NAILING SCHEDULE. / v�MENj °c+ ° ° �? I-.ALI.INTERIOR AND EXTERIOR FINISHES TO BE SELECTED BY OWNER OF PP M.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE APJD STUD WITH GALVANIZED H'JRPICANIF 92•1 5 0 EOGE Ky� FIN. FL. EL. 10.8' TYPE CONNECTORS BY"SIMPSOPJ''OR APPROVED EQUAL FOR TIMBER PILE FOUNDATIONS,PROVIDE HURRICANE CUPS AT ALL PERIMFTEP,1015T5 TO GIRDPP.CONNECTIONS, TOP OF FOUND 9.0 LOCKING CASTING TO GRADE 5.ALL NEW WRJDOW5 TO BE THE PJAAL INSULATED LOW-E GLASS,WITH ARGON GAS,IMPACT KF515TANT A5 a MAKE DROP T ACCESSIBLE (6 EA.)8.5'X 4.75'PP,ECAST LEACHING GALLEYS REQUIRED. AS APPROVED BY SCDHS G.LOAD FATH5 ARE INDICATED BY SECTION DPAWING5, CLIENT/OWNER __-- FOR MAINTENANCE GRADE EL. 9.0'MI w, c3j ;t5 - I.E. 8. s t ^I MIN MaY n ",I;zv 7.CONNECT ONS SHALL BE GUILT ifd ACCORDANCE N/ITH AN31/AF l6 PA%1JCFM-I995.(SFF NAILING a GRADE EL. 8.9" 8.0 TOP OF SLAB SCHEDULE) r 7.5 TOP OF RING 8.FLASHING AT ALL W;rf DOW AND DOOR OPENINGS 5HALL BE EPDM OR APPROVED RUBBERIZED ? D° ° \a + I ''I.E. 7.4' OUTLET I.E. 7.2' NOTE: PROVIDE CROSS-OVER PIPES JEFF AND CAROL ^ 6 MEMBRAPIF_. -6 , N ^e'�' 4"0 MIN. OTHER GALLEYS 9. FLASHING AT ROOF CONNECTIONS,VALLEYS,AND CRICKET5 5HALL OF LEAD COATED COPPER. APPROVED PIPE 10.STEP FLASHING SHALL BE U5ED AT ALL INTERSECTIONS OF 51-OPED AND VERTICAL SURFACES,EXCEPT OAK ° BnFF� g, IA EL. 5.5' CHIMNEY,AND OOP ACfJD WALLSf'D CAP-FIASrING SEAL_BE USED AT INTFt:SECTOfI OF ROOF AND - 4 c i ___.__.___ ._...___..�EL. 4.1' @ BOT. OF TANK NEW TRENCH DRAIN (N.T.S.) 1 1.INSULATION 5h1A1_L BE AS INDICATED ON DRAWINGS,OF THICKNESS INDICATED ON THE DRAWINGS . D o � a EL 2.0'GROUND WATER 2.0 GROUND WATEZ 12.SEE DOOR SCHEDULE FOR INTERIOR DOORS. n5.3f3 m 13.SEE HARDWARE SCHEDULE FOE;HARDWARE SPECIFICATIONS. ° °o D + a z 14.GYPSUM BOARD SHAI_I_BE EA5FD EDGE TYPF,CONFORMIIIG TO A5TM C36,AND 5HAI I_BE PROJECT TITLE i 5.23 I EA. 1200 GAL. SEPTIC TANK "5HEETROCK SW"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE 1/2" ° D D PROP05ED SEPTIC SYSTEM DETAIL HAVE ALL GYP.BOARD SHALL BE TAPED AND SPACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL NEW RESIDENCE a HAVE METAL CORNER BEADS. / a +� N.T.S. 155 LAKE DRIVE FINISHES SOUTHOLD NY 1. NEW WOOD P;_OORS SHALT_BE ENGINEERED WHITE OAK WITH CUSTOM FINISH , 1, CERAMIC TILE FLOOD SHALL BE SELECTED BY OWNERS AND INSTALLED WITH THIN SET ADHESIVE. 2. EXTERIOR FAINT SHAI I_BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVED EQUAL_,APPLIED IN ACCORDANCE WITH MANUFACTURER'S 5PECIFICATION5 AND RECOMtvTHDATiON5. COLOR TO BE SELECTED. 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WOEK DRAWING TITLE SHALT_BE CLFANFD AIJD REPAINTED. NEW WALLS AND CbUNG5 5HALL_BE SEALED S I T E h L A N AND PAINTED PAINTING SHALL BE TWO (2)COATS BENJAMIN MOORS AQUA PEARL SITE PLAN LATEX PAINTED,COLOR TO BE SELECTED. 4. INTERIOR TRIM SHALL BF SANDED 5MOC i"H,PRIMED,AND FNI5HED WITH TWO(2) COATS BENJAMIN MOORE LATEX ACRYLIC 5EMI-GLOSS PAINT . GENERAL NOTES DEC.19, 2017 SCALE 1rr = 20r DRAWING NO. 53 CT CONDEN5ING GA5 BOILER, 139,000 A5 PER MANUFACTURERS SPECIFICATIONS. OR APPROVED EQUAL FOR EACH ZONE. QUAL AIR-HANDLERS,AND DUCTWORK,AND i 'LETS THE WORK FOR ALL ZONE5. f. . TRAN5PORTATION, EQUIPMENT,ANDSERVICE5 PLUMBING WORK REQUIRED BY THE DRAWINGS 5LY IMPLIED A5 NECE55ARY TO COMPLETE THE 1E PLUMBING CODE OF NY5 2015 AND TO THE :ON5ERVATION LAW WITH REGARD5 TO WATER ,=WURE5 5HALL BE ON THE APPROVED"LIST OF FIXTURES"A5 PUBLISHED BY THE NEW YORK NTAL CONSERVATION. THESE PLANS ARE AN INSTRUMENT OF SERVICE STEM 5HALL BE PERFORMED BY OR UNDER THE AND ARE THE PROPERTY OF THE ARCHITECT. 5ED MASTER PLUMBER. UPON COMPLETION,THE INFRINGEMENTS WILL BE PROSECUTED CERTIFICATE A5 REQUIRED BY THE TOWN OF I,SUBMIT,AND PAY FOR ALL PERMITS, :01� ALL BIGHTS RESERVED 5PECTION5 A55 REQUIRED BY LOCAL,5TATE,AND HER APPLICABLE JURISDICTION. EQUIPMENT,PLANT,TOOLS,AND 5ERV(CE5 TOPER AND COMPLETE IN5TALLATION OF ALL NEW )WORK INCLUDING,BUT NOT LIMITED TO: TALLIED ELECTRICAL 5Y5TEM5,WIRING,LIGHTING, d AND PROTECTION EQUIPMENT,CONNECTIONS TO.L INCLUDING ALL CONNECTIONS AND DEVICES Robert obert I• Brown �5 SHOWN ON THE APPLICABLE DRAWINGS AND 111\\` RALLY SPECIFIED IN TH15 TYPE OF PROJECT AND /IOU5LY IN5TALLED T.RAN5FORMER5 AND hit Arcect, P.C. A5. Architect, THE REQUIREMENT5 OF THE 2015 ELECTRICAL dATIONAL ELECTRICAL CODE,NFFA NO, 1 954 CAT(O0SH5H A), 2O5 Bay.Ave. Greenport NY OCCUPATIONAL 5AFETY AND HEALTH CA f ACTURERV A550CIATION(NEMA)AND ANY OTHER in o@ribrov narchitect.COM T OF CONFLICT,THE MORE STRINGENT TRICAL WORK SHALL BEAR THE UNDERWRITERS 631-477-9Z52 .E 5UITABLE FOR THE ENVIRONMENT IN WHICH THEY 5Y5TEM 5HALL BE PERFORMED BY OR UNDER THE EN5ED MASTER ELECTRICIAN. ,IN,SUBMIT,AND PAY FOR ALL PERMITS,LICEN5E5 1T IS VIOLATION OF THE LAW FOR ANY PERSON, BY THE LOCAL,5TATE,AND FEDERAL AUTHORITIES, UNLESSACTING UNDER THE DIRECTION OF A 50ICTION. LICENSED ARCHITECT,TO ALTER ANY ITEM ON 5 IN CONFORMANCE WITH APPLICABLE CODES ;HTINGCIRCUIT5 WITH NO INTERVENING WALL THIS DRAWING IN ANY WAY.ANY AUTHORIZED DIRECT PLUG-IN,AND BATTERY POWERED ALARM5 ALTERATION MUST BE NOTED,SEALED,AND 5HALL BE INSTALLED ON EACH LEVEL ON WHICH DESCRIBED IN ACCORDANCE WITH THE LAW. A. .RMANCE WITH THE ELECTRICAL CODE OF NEW YOM )E OF NEW YORK 5TATE,THE NFPA NATIONAL FIRE LL BE PROVIDED OUTSIDE EACH.5EPARATE 5LEEPING ND ON EACH FLOOR LEVEL. D A/Rj T WITH OWNERS ALARM COMPANY FOR 5MOKE AND �Cj ( 8R0/TC 2 T9 FNE��OQ, CLIENT/OWNER JEFF AND CAROL OAK PROJECT TITLE EROSION &SEDIMENT CONTROLS NEW RESIDENCE Shall include but not be limited to: A well maintained Construction Entrance, 155. LADE DRIVE Wire Backed Silt Fencing,stabilization & SOUTHOLD, NY Seeding of exposed an inactive soils. DRAINAGE INSPECTIONS ARE REQUIRED DRAWING TITLE Contact TOS Engineering at 765-1560 before S PLAN ITE P Backfill, OR Provide Engineer's Certification 1� that the drainage has been installed to Cad@, GENERAL NOTES SCALE APPROVAL OF STORMWATER MANAGEMENT DEC.19, 2017 i' 2d CONTROL PLAN -TqQq Code C t Date' I 3 DRAWING NO. ApI"ved by: ?.9,.'fi. .3 ?.:if '#�op e.,. -.,, arm',„;:'�7a,. �t r ,.: • �z .,` d t"a2"•�;.s'�, �. � t`.gi,� "�- k .�"2 a?a 4� -. .." F�- er \,O. �t<a 3 ;'"� �Y'`t'h y,m _"�""'x �.�' '�t�y"'va t� `�, '`���•'t 4'�?a°�, F/Sr�NG MST�tY P 6� t._ � '":5 2' `t ,a���"'tr �r r >f g•,�&'r,.A. - z .gt>..x?` §�a;wrp, �s`Fis,�r': - s V� T �y •1J :t ttrx �_, y Z a"" a t` t ' .fe .ry �FS� b�a° � •'� s <<, p�E ' � Y..S"`'rg� a✓7� ��,? a t pj�gs"�a ° A` ter s t�m a `v G 0.9 W a �3 c7 STO N E W LLS TO BE REM ED �,° r� z k}�7M' FLAG M v� l _ r •v e�`ii - ° r{ * POLE �y 2 r' x ti`s� �/ CONCRETE Wry L�' z k € � =r- TO\E REMOV/ED 4 ' v ABOVL- R DE f'. SILT FEND' FOR W o X T ONSTI2lJCl ION kx • ray � �� -- �� ,�. + ��� �; 1NC-BETE + +, 3 3 m x#�a 1NALL T,O BE'- 4 REIt�IOVED a u � ,, E�XISTINGRBO V 5 �1 I, NY 1 1971 NOTE: NEIGHBORING PROPOERTIES ARE ANrAFrcoRwlNIll CONNECTS / DIAI QC�E "`f " > ;� n+ �' u 1 < DRT, NY 11947 D TO m� x ,^ zO 'i PUBLIC WATER a�y BUILDING G ACRES ERICAN VERTICAL DATUM 1988 ENVELOPE / -1 —7 _CULATIONSa, i Lx!\` 197.0 CIF REQD. :a 5 CONCRETE "WELLS 2�3 G CF w WALL TO BE i M �E: 5 ............................. o 0 v >` iNG i - s>�' NEW ;;;:• 16 N RCIi): 2,5 10 SF >:.,•;;; D I V d R EVGAY<{::s... 449 SF / �.'•s�s°,.'':�:;'iii:�>`:F:�:.�:.:�:::.�.:�:......,...:....'•ii:'•i�;'t'ii`:�:'•iiai':af; :•;:;•:•....... , M 2, 550 / ��� � � I ;g ;:;�:•rz<o�: / 's °i•:':::::<:'r':r;isi;i:°i::'<'i:'•i'.;;iri;:ii:a�iaii?;°;:.. L� I�> 3 #::::>>:>:� + (ATION ACH ,' 2� t ice '., _EVATION 2�w NEW A ER 1 DR�IINAGE 0 � 1VIET 1 ZO 2 LO/OATI 1 �' APPROX. LOCATION _ � . R .1lPt 6R EXISTI N TENI 5ERv4cIf piq h' TEBT LE HA I °D + Mb V6 BC LCOAQW BLOCK. B'AC1c. '�'�(p Peden 6p&6: CV109, AS VALT APAON I M)"eVIA4, +� do / To Lr p O 46 p v6 lnp N U 5 G 1+),6,4 dA A> '� 5 � '� � °AD Iq C/1 2/z%A5fow-SASS, / �5P SNRp\\ FEN iNt 6�_6g'' D e N v�M£Y ^`+ � FIN. FL EL. 10.8' ,3 'TOP OF FOUND 9.G LOCKING CASTING TO GRP;DI MAKE DROP T ACCESSIBLE; GRADE EL. 5.9" FOR MAINTENANCE 'MAX. IT 6'Q 1/BYFT.—+ 8' OUTLET LE'."7, n BAFw MIN A ROVED PIPE- B'DIA. / EL. 4.1' @ DOT. OF TANK NEW TRENCH.DRAIN(N.T.S.) EL 2.0'GROUND WATER' _ I' EA. 1200 GAL. SEPTIC TANK PROPOSED SEPTIC "`TEM DETAIL N.T.S. OAK RESIDENCE 155 Lake Drive Southold NY TEST HOLE all APPRO%.EL.S.G' ��•'c MP�J•��� REV. Sept. 6, 201'7 DARK BROWN LOAM OL �� BROWN CLAYEY SAND 5C SCALE: 1 = 20 3.G' 4, WATER IN BROWN CLAYEY SAND 5C J CE- Fi� Robert I. Brown d� G Architect P.C. WATER IN BROWN FINE TO COARSE SAND 5C • „ F ^ ` �2 �•9 �1P\Y 2o55 Bay Ave. Greenport NY info@ribrownarchitect.com y= �P� + • �� 4-tG� 2� ° 631-477-9752 pp uu ��// y ppJ Po �c Couf�flTv DEPA�AT�tITE� �1EALT�I ERVIc�s 0.9W. IlirMUSWJAUN AO J . 3.G'BELOW5URFACE �} STONE W LLS TO S3�U1?13S H1ltlR I1° Foy:APPROVAL OF COi� TRIICi'10 Fot�A �°�z. ti/ BE REM ED °' SINGLt 'PlAmity RESIDENCE ONLY + Nlpl 1lOZ - NOV 2 9 201703 1A.S. REF. No. `2to-1- 7 -b9-ld_®9AGoVED L �FLnc f�IQI ®OIVI�J ��� / POLE "3 3 FIN.FL.EL.10.8' ��p p�C TH®L+C YEARS L^®®p!1 ®{1�Lm® A>�SpR®y '�� / �GONCRETE W�(LLm� . TOP OF FOUND 9.G' LOCKING ASTINA�!` a� IiG.G FROM DATE TO REMOVED 3(, MAKE DR Y CDH5 2•_ ? FOR MAIN GRADE EL. 9.0•MI ABOVL R 'DE GRADE EL. 8.9' 4�' Z U1, I.E.8.1' 7.5 OP Of PING 51 LT FENC-E FOR Lj I.E.7.9A a. I.E. T` OUTLET I. . IJO„ERPROLfDt CR055-OVER PIPES G EYYSS CONSTRUCTION 40 MIN. ^ APPROVED PIPE EL.53 EL. .I' DOT.OF �EL 2.40'GQ TANK ROUND WATER m20 R ND WATER ����'�__-- —___ �� •y + MI�:I, •, - I EA. 1200 GAL.5EPTIC TANK s ' CONCRETE �, + �� m 3 a PROPOSED SEPTIC SYSTEM DETAIL WALL TO BE REMOVED '% �y +�+ EXISTING c ARBO ' O�5 SITE PLAN BUILDING 155 LAKE DRIVE, 50UTMOLD, NY 1 1971 NOTE: NEIGHBORING ENVELOPE PROPOERTIE5 ARE / DRY BASED ON SURVEY 5Y NATHAN TAFT CORWIN III CONNECTED TO 0� N + 1 58G MAIN ROAD, JAME5PORT, NY 1 1947 �/ PUBLIC WATER + 5CTM No. 1000-80-03-.I4 DATED 08-04-201 G / BUILDING__ AREA = 22,032 5F = 0.50G ACRE5 ENVELOPE / / / / —Z ELEVATIONS ARE NORTH AMERICAN VERTICAL DATUM 1958 TOWN OF SOUTHOLD ZONE R-40 DRAINAGE CALCULATIONS 'Y� W ZONE 1: 1 159 5F x 0.17 = 197.0 CF REQD. t?t W PROVIDE(2) 1 O'DIA x 2'D DRYWELL5 = 273.G CF CONCRETE x+ WALL TO BE Q� REMOVED 2.9• CZ ZONE 2: 2 178 5F x 0.17 = 370.3 CI` REQD. PROVIDE(3) 1 O'DIA x 2'D DKYWELL = 4 10.5 CF �� \) LnW �P CO3.4' 6 u LOT COVERAGE: ellcg NEW .. II 11�+ N PROPOSED HOUSE(INCLUDING x.I3 A V� / o GARAGE AND SCREENED PORCH): 2,5 10 5F �D'y` d / RI V-EW_AY DECK 449 SF TOTAL : 2,959 5F V) + 2,959/22,032 SF = 13,4% q / / ELOC T EXISTING ELEVATION / / / 1 EACH G�, / WW CONTOUR It / / / / 2� RE 4� — — PROPOSED ELEgA g, NEW A ER I 1 pR WAGE �- + do O� CONTOUR �• ,WETEK 1 ZO 2 :: s ° EXISTING I Q ,� + LO�LATIC� �' �� APPROX. v (( LOCATION Vp, R EX15TIN TEM OVERHEAD ®e j �/ + E _L/211, tN ME�B ERE WIRES TO ,-C: ,A - ... ' BE RUN qp SERWCE UNDERGROUND -'0 4. + �? 6 + ° 6.7 D IT IS A VICLA'TION OF THE LEAW FOP ANY PERSON, �4LESS AeC TING UNDER TH C A_ xcAfd ° N INSPECTION REQuIRED D iRECTION OF A LICEMSED Q' ANITA°RY Sylsm A r-HITECT,'TO ALTER ANY Q) 190 ,Vo / D Y HEALTH DEPARTMENT I`§ _rq ON THIS�tRP�V4lIIeId'a flI�! r,.n, / / to WAY.A14Y AUTHORIZED (C) . /L 1-V^ °D n D n ALTE�liCI�SV MUST BE ,^'�• .� O a \st\NG a FEN°� 6/ D a C€iISEDINACCCRDAN (p::'' �' E P�\t RP system a11Llut M�t�v ESI / (0 / s MEN L ' ,ent of existins v3YlItFt3 m � ITH THE LAW j' 0,1 ..V GE Of PPv� a?ilin nt'requflu°(:I3 ent S11l31�i1� �0° complct+ af}i°T3!` iT -$O ia3laa�a, . - Eo ARC O`L��'� P D 535 D �� NEW TRENCH DRAIN (N.T.5.) SURVEY OF LOTS 7 & 8 MAP OF RE-SUBDIVISION OF MAP OF SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES REYDON SHORES APPROVAL OF CONSTRUCTED WORKS FOR BLOCK F A SINGLE FAMILY RESIDENCE FILE Ns. 1215 FILED OCTOBER 7, 1936 SITUATE Date 12/27/2022 H.S.Ref.No. R10.17.0210 BAYVIEW TOWN OF SOUTHOLD The sewage disposal and water supply facilities at this location have been SUFFOLK COUNTY, NEW YORK inspected and/or certified by this Department or other agencies and found S.C. TAX No. 1000-80-03-.14 to be satisfactory FORA MAXIMUM OF 4 BEDROOMS. SCALE 1"=20' AUGUST 4, 2016 JULY 21.2018 FOUNDATION LOCATION • �f N .� NOYEMBER 110 M202211LOCATE DRY YU/S�RELOCATm RAIG N PER,P.E.,CHIEF NOVEMBER 20,2022 LOCATE DRIVEWAY AS RELOCATED Office of Wastewater Management u• '�+a AREA= 22,032 s . ft. -'1- (TO BULKHEAD)0.506 ac. 'may s sr� .5., \ $, S 83.13'09" E ,otw ` Nu,ww 10,77' AOq,RpR a.u, vDT T ��� s P � SEPTIC SYSTEM TIE MEASUREMENTS �? �! HOUSE HOUSE CORNER E CORNERQB \\ y -1 4y Y • � '•• `@y� � �� SEPTIC TANK 59' 23.5' � COVER LEACHING GALLEY � COVER 1 \\ s� 0636 a C y4Jy.. \ - _-_- LEACHINCOVER GG GALLEY 52' 33' LEACHING 3 GALLEY COVER 31' 43' 10%Y A 6)�_-_ _ --J--�'�' '�e. .Z C�DVERIN�GALLEY 38' 48' A( 74.00 _7.ONE x -/ '' eF GAF � y0q O� -/' � 1 y: AaP,uan x mx na lom,w ._�a A. swmNms ra m�wmm A5 rnram,m ra uAl.z asPRn+m AN9.Danm +6 / �fOii¢NEw voa sArz v v D L Eurwn9aa]a)M1FAAlNN OR,LdRON .,, „. ' Nathan Taft Corwin III JAN 0 5 2023 E ' ` T D-Rjjr �;'�.': � �� •'f:•: cavNs a TNfi suNcv MrP xor aAimc ME w,D sumt.7m1•s vn®sci m Land Surveyor ' ro ff A ni�m�rw�c ec mxvooso 1 `_ cvrt,rwTa,a NMc9m NDaaN s�ru uw BUIL DING DEPT _ 9NY ro ra rvua mn nm ra suncY 6 PRmNam,Irm a1 16 BalYr ro M SuaaaW T¢SImJry J.laak Jr LS. TOWN OF 800114n�D TmE E0 @aM.9wmNuaRA ACOxv Nn Jov,pN A a,.,ro L� 1uROa axmr me Nc w,lxvartsnaG T,w 57men—�ima—ste Pa,u— canwction Laµt PHONE(631)727-2090 r9.(631)727-1727 THE OOSTENM OF 111 T Or WAY OFFICES 10G170 Ar MAIM ADA235 =N 0R EAS .L Or RI=M.6' 1566 Mam RaRA P.O.Boa 16 AN1,N01 6NRYIN AHE NOT cUMUN][CD. Jcm,fpaR,Na,Yak 11947 JanraymL N„Y k 11947 SURVEY OF LOTS 7 & 8 NOTES: MAP OF RE—SUBDIVISION OF MAP OF 1 . ELEVATIONS ARE REFERENCED TO N.A.V.D, 1988 DATUM REYDON SHORES EXISTING ELEVATIONS ARE SHOWN THUS:5.0 BLOCK F EXISTING CONTOUR LINES ARE SHOWN THUS: — — — —s— — — — F.FL. — FIRST FLOOR FILE No. 1215 FILED OCTOBER 7, 1936 G.FL. — GARAGE FLOOR SITUATE TB — TOP OF BULKHEAD BB — BOTTOM OF BULKHEAD TW — TOP OF WALL BAYVIEW BIN — BOTTOM OF WALL TOWN OF SOUTHOLD 2• FLOOD ZONE INFORMATION TAKEN FROM: FLOOD INSURANCE RATE MAP No. 36103CO167 H S U FFO LK COUNTY, NEW YO R K ZONE AE: BASE FLOOD ELEVATIONS DETEP,MINED S.C. TAX NO. 1000-80-03- 14 ZONE X: AREAS OF 0.2% ANNUAL CHANCE FLOOD; AREAS OF 1% ANNUAL CHANCE FLOOD SCALE 1 "=20' WITH AVERAGE DEPTH OF LESS THAN 1 FOOT OR WITH DRAINAGE AREAS LESS THAN 1 SQUARE MILE; AND AREAS PROTECTED BY LEVEES FROM 1% ANNUAL CHANCE FLOOD. AUGUST 4, 2016 JULY 21, 2018 FOUNDATION LOCATION N AREA = 22,032 sq. ft. (TO BULKHEAD) 0.506 ac. / f� ti 2 A� FAN°� �� S 83°13'09" E J1 ��N 10.77' fEN� . a- 2.7 8 HIGH WATER G�`PNG�° X v +3 2X a ALONG WOOD MARK BULKHEAD v w. X 2.8 A / °IVE WALL GRgy� AREA N3N �y11 2.9 X� / 7W k 3 B X— / Q9, 4 XZ$ � ^ . LOT / 1 ��,� N 9� X-1 1j 3.2 X / X i X X� 3.4X �/ \ s � J X J.2 v � • �- 10, a l.% IS19 1' X-4,j y t lb \ 6 ESN XA1 o+ XAO TO JUL 2 3 2018 �1 ? _AJ c _ _ \ 1s+ X 4.9 / / X' \ tik ?R8 ��FGy'�O �63 ir' G MR PT. s\ / X s.6 ZOt fE A 6) d. f1 M1E � 74°OO� � f v X`� r e� 00 y 'p, Q�v A ° \ \ \ / / PREPARED IN ACCORDANCE WITH THE MINIMUM e X d°' \ SPCIrL X-zj QJ STANDARDS FOR TITLE SURVEYS AS ESTABLISHED a f Rq1 �i BY THE L.I.A.L.S. AND APPROVED AND ADOPTED e Xsc da X� / �X SASSOCIATION.UCH USE THE W�r#p A LAND �I e. xEDGE p .� O c � \t�f c �.0 OF \ A O VEMENr / �O ha "�. G A� e WAr .i d eELGI d AN .r-d up 00.003 'N.Y.S. Lic. No. 50467 e ` e�I .a �" ,•a e—' -� UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF X d d eQ 4` SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin iii T + EDUCATION LAW. ° dX 4' . COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYOR'S INKED SEAL OR Land Surveyor EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED, AND ON HIS BEHALF TO THE Successor To: Stanley J. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A. In e no L.S. LENDING INSTITUTION LISTED HEREON, AND p 9 9 TO THE ASSIGNEES OF THE LENDING Title Surveys — Subdivisions — Site Plans — Construction Layout INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y Y PHONE (631)727-2090 Fax (631)727-1727 THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.O. Box 16 ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 � z-z 36-159C ® ECEC WE JUL 2_ 87 25 9 li 11 j. Building Department Town-of Southold EA n T.. 61 t 71 'T REV.APk,..8 REV.MAY 2.z 8 MAR-4-18 6c, JAN....-A r7 F_1 F--I L_J Robert I.Brown Architect,P.C. yj��C—p..NY inb��hit q'i I T", 4 M-AV.-111L A.-- C I I JEFF AND CAROL OAK FOUNDATION PLAN NEW RESIDENCE -55 LAKEnRIVE SOMOLD,NY FOUNDATION PLAN REV.MY 1.C�A"l�1 N'�"I A3 V-a-Ay I Pond 155UE5/ REV1510N5 AMENDMENT 40 f-m a Ue 500.CD 2'-7" 0. 12'-0" 12'-0" X. Q u � LINE OF ROOF BELOW LINE OF 15t FLOOR LINE OF SCREENED EXTERIOR WALL BELOW PORCH WALL BELOW LINE OF SCREENED PORCH ROOF BELOW 0 01 0 O 10 O O O O O O _ O 2 N N Q N ' N OU OU OwWU LINE OF 1 9t FLOOR w O w X O 'u 0 I O EXTERIOR WALL BELOW xp � � � 10� X � � n LINE OF IstFLOOR - 2'-7" 2'-7" 10'-111, 2'-7" ! 2'-8" 7'-8" N °L - 2'-8" EXTERIOR WALL BELOW K LINE OF ROOF BELOW 16'-0" 161-0" W-O`I LINE OF ROOF BELOW CD 01 n O O BEDROOM I FAMILY ROOM/ SUITE STUDY — W W 20 I O IL �U 205 O U BEDROOM SUITE xo o� - XOL=CL 206 MARZ Zo18 o_ �u � ��- iv10� 0% N � � _ � 0 4, LINE OF ROOF BELOW p X O rL 0 p_ F, RIDGE a� 29 O N � 28 MAHOGANY JAM. 22, 2018 _ O� � O� � _0 RAILING � DBL. ROOF X — 2 ' 30 O RAFTER cV NLl 0 u OFFICE o 5H. �- LI RIDGE a,-,' D N X O _ - THESE PLANS ARE AN INS TRUMENTOFSERVICE - O Q(9 20 AND ARE THE PROPERTY OF THE ARCHITECT. ]� OINFRINGEMENTS WILL BE PROSECUTED LINE OF 1st FLOOR '`� +0 � BATHROOM - ATHROO zo,8 ALL RIGHTS RESERVED BELOW R WALL 0 �� 5 ( (1w23 �} C9 I CONDITIONED - - 1 ��� �_ Robert I. Brown ATTIC STORAGE JP`' w � w - � � �; - JP - f CEDAR CLOSET w w �� - A _ K, �P O _ Architect P.C. ° o Q 209 In o > > o - ao5 Bay Ave. Greenport NY LINE OF I st FLOOR n _ inro@ribrownarchitect.com EXTERIOR WALL O �'- -- FLOW N 631-477-9752 IN IR GT IRE 85 LINE OF ROOF GAL. WATER HEATER , I f BELOW O LINE OF ROOF BELOW �' U , O M EC HAN I CAL ROOM U IS A VIOLATION D THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A 2 1 0 LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANYAUTHORIZED ALTERATION MUST 13E 3=5I/Z j i ED,AND DESCRIBED NAC ORDANCEDWITHLTHELAW. 2'-111 2'-O„ -1" 5'-5" 6'-8" 11'.SII 6 -QII 81-511 4 -III -QII 31-OII O RIDGE O 42'-31/2" i i i I I 6fl ARCIi� ` ytE�t 1.BRp rFC+7, f!� -�+-• � s� N SEALED OPENING svQ��P2 1 TYPICAL INSULATION SCHEDULE: O ROOF: 7-1/2" CLOSED CELL SPRAY-IN FOAM (R-50) s? •, 1636 ,o� 55" HIG PARTITIONS O q'f OF N��� FLOORS: GATT INSULATION (R-22) 2'2" 2'�II" �} �/ 6'-O" �}I/2" � � 6'-O" 2'-2" WALLS: 2" CLOSED CELL SPRAY-IN FOAM (R-1 3) PLUS 3-1/2" FIBERGLASS ---- --------- - ---------- GATT (R-1 5) FOR A TOTAL OF R-28 CLIENT/OWNER O FINISHED OFFICE W j SECOND F LOOK PLAN JEFF AND CAROL 0 STORAGE 0 SCALE: 4" = 1 '-0" OAK 0 J U - U rn PROJECi'TITLE 20'-0'' IA - NEW RESIDENCE 155 LAKE DRIVE 0 SOUTHOLD, NY DRAWING TITLE Q AS BUILT r 'j C ECOND FLOOR PLAN 2 3 2025 ..-� S BUILT i11? n,r^,I"ii`1wY SCALE TOt".'cI of s outliold 1/41 = i-o11� REV. MAY 21) ZozS DRAWING NO. REScheck Software Version 4.6.3 Compliance Certificate Project Oak Residence Energy Code: 2015 IECC Location: Greenport, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,154 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 Lake Drive Robert I. Brown Architect P.C. Southold, NY 11971 205 Bay Ave Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com Compliance: Passes using UA trade-off Compliance: 13.1%Better Than Code Maximum ILIA: 487 Your UA: 423 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Wall 1:Wood Frame, 16" o.c. 1,893 28.0 0.0 0.050 77 Window 1:Wood Frame:Double Pane with Low-E 11 0.290 3 SHGC: 0.25 Window 2:Wood Frame:Double Pane with Low-E 11 0.290 3 SHGC: 0.25 Window 3:Wood Frame:Double Pane with Low-E 9 0.290 3 SHGC: 0.25 Window 4:Wood Frame:Double Pane with Low-E 9 0.290 3 SHGC: 0.25 Window 5:Wood Frame:Double Pane with Low-E 11 0.290 3 SHGC: 0.25 Window 6:Wood Frame:Double Pane with Low-E 11 0.290 3 SHGC: 0.25 Window 7:Wood Frame:Double Pane with Low-E 5 0.290 1 SHGC: 0.25 Window 8:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 9:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 10:Wood Frame:Double Pane with Low-E 7 0.290 2 SHGC: 0,25 Door 1: Solid 26 0.540 14 Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 1 of10 s t Assembly Gross Area Cavity Cont. Perimeter Door 2: Solid 17 0.540 9 Door 3: Glass 75 0.290 22 SHGC: 0.25 Door 4:Glass 49 0.290 14 SHGC: 0.25 Door 5:Glass 75 0.290 22 SHGC: 0.25 Door 6: Solid 17 0.540 9 Wall 2:Wood Frame, 16"o.c. 1,592 28.0 0.0 0.050 70 Window 11:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 12: Metal Frame with Thermal Break:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 13: Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.25 Window 14:Wood Frame:Double Pane with Low-E 10 0.290 3 SHGC: 0.25 Window 15:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 16:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 17:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC:0.25 Window 18:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 19:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 20:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 21:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 22:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 23:Wood Frame:Double Pane with Low-E 15 0.290 4 SHGC: 0.25 Window 24:Wood Frame:Double Pane with Low-E 7 0.290 2 SHGC: 0.25 Ceiling 1: Cathedral Ceiling 1,324 50.0. 0.0 0.021 28 Floor 1:All-Wood joist/Truss:Over Unconditioned Space 1,830 22.0 0.0 0.042 77 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The propJSi uilding has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to c mply with the mandatory rents listed in the REScheck Inspection Checklist. k-?"of VA�A t-70_4_7Na e- itle na re Date Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 2 of 10 REScheck Software Version 4.6.3 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. eeYio ,, Co 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2 documentation demonstrate []Does Not [PR111 energy code compliance for the a building envelope.Thermal ❑Not Observable envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and ❑Complies Requirement will be met. 103.2, documentation demonstrate ❑Does Not 403.7 energy code compliance for [PR3]1 lighting and mechanical systems. ❑Not Observable Systems serving multiple ❑Not Applicable dwelling units must demonstrate compliance with the IECC Commercial Provisions. t302. Heating and cooling equipment is Heating: Heating: ❑Complies Requirement will be met. 4Q sized per ACCA Manual S based Btu/hr Btu/hr []Does Not ] on loads calculated per ACCA Cooling: Cooling: Manual J or other methods Btu/hr Btu/hr ❑Not Observable approved by the code official. []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 3 of10 ' i`ou d do inspect q� Go I ? Co n:A."ssunpitons Re q.1 . 300, A protective covering is installed to ❑Complies Requirement will be met. F® protect exposed exterior insulation []Does Not and extends a minimum of 6 in.below grade. ❑Not Observable ❑Not Applicable 3 Snow-and ice-melting system controls ❑Complies Exception: Requirement is not applicable. 4j1r2� installed. ❑Does Not ❑Not Observable []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) JEAJ Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 4 of10 GL�C R t Merl U-F e wo 15 e `O L f ssu 1n .' 402.1.1, Door U-factor. U- U- ❑Complies See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable (a ❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ❑Complies See the Envelope Assemblies 402.3.1, average). ❑Does Not table for values. 402.3.6, ❑Not Observable 402.5 []Not Applicable [FR2]1 303.1.3 U-factors of fenestration products ❑Complies Requirement will be met. [FR4]1 are determined in accordance ❑Does Not with the NFRC test procedure or taken from the default table. []Not Observable ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 Fenestration that is not site built ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/1.5.2/A440 or has infiltration rates per NFRC ❑Not Observable 400 that do not exceed code []Not Applicable limits. 40 4 IC-rated recessed lighting fixtures ❑Complies Requirement will be met. 6�]z sealed at housing/interior finish ❑Does Not and labeled to indicate<_2.0 cfm leakage at 75 Pa. []Not Observable ❑Not Applicable 403.2.1 Supply and return ducts in attics ❑Complies Requirement will be met. [FR12]1 insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >= ❑Not Observable R-6 where<3 inches.Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for<3 inches in diameter. 09i3 Building cavities are not used as ❑Complies Requirement will be met. [� ]3 ducts or plenums. ❑Does Not ❑Not Observable MAj []Not Applicable HVAC piping conveying fluids R- R- ❑Complies Requirement will be met. [FR7a above 105 4F or chilled fluids ❑Does Not below 55 OF are insulated to>_R- ❑ 3 Not Observable []Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies Requirement will be met. [FR24]1 piping. []Does Not ® ❑Not Observable ❑Not Applicable imHot water pipes are insulated to R- R- ❑Complies Requirement will be met. MM >R-3. ❑Does Not ❑Not Observable ❑Not Applicable 403 6 Automatic or gravity dampers are ❑Complies Requirement will be met. I(y R=1 installed on all outdoor air ❑Does Not intakes and exhausts. M,M ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) MI fmecrium Impact(Tier 2) <3 Low Impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 5 of10 Additional Comments/Assumptions: 11 High Impact(Tier 1) IfAl Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 6 of10 " eetia" _ an Yer,( F e t 1. tlon ns e i � ale V lue @Q p11Qs• � Go m� is -s uYn,flogs Re ,IDa 303, All installed insulation is labeled ❑Complies Requirement will be met. or the installed R-values []Does Not provided. ❑Not Observable ❑Not Applicable 402.1.1, Floor insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.6 ❑ Wood ❑ Wood ❑Does Not table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable (9 ❑Not Applicable 303.2, Floor insulation installed per ❑Complies Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the 1 underside of the subfloor, or floor ❑Not Observable framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing,or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1, Wall insulation R-value. If this is a R- R- ❑Complies See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass ❑Not Observable [IN3]1 exterior,the exterior insulation requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 I High Impact(Tier 1) ;2 Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 7 of10 $ems.f0 _ . Isla s e,f a M l ^o ti iu tfaon F na pee fo ro f s a of e Cp 402.1.1, Ceiling insulation R-value. R- R- ❑Complies See the Envelope Assemblies 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ❑Not Observable 402.2.6 [1`I1]1 ❑Not Applicable 303.1.1.1, Ceiling insulation installed per ❑Complies Requirement will be met. 303.2 manufacturer's instructions, ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 4' Vented attics with air permeable ❑Complies Requirement will be met. insulation include baffle adjacent []Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door R- R- ❑Complies Requirement will be met. [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. ❑Not Observable []Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ❑Complies Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable , ❑Not Applicable 403.2.3 Duct tightness test result of<=4 cfm/100 cfm/100 ❑Complies Requirement will be met. [F14]1 cfm/100 ft2 across the system or ftz ft2. ❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ❑Not Applicable occur during Framing Inspection. 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ❑Complies Requirement will be met. [FI27]1 determine air leakage with ft2 ft2 ❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable pressure differential of 0.1 inch ❑Not Applicable w.g, across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated []Complies Exception: Requirement is [FI24]1 by manufacturer at<=2%of ❑Does Not not applicable. design air flow. ❑Not Observable ❑Not Applicable 0 Programmable thermostats ❑Complies Requirement will be met. 191, installed for control of primary ❑Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable []Not Applicable code specifications. WSMIM Heat pump thermostat installed []Complies Requirement will be met. i c0.j on heat pumps. []Does Not ❑Not Observable ❑Not Applicable i� `I Circulating service hot water ❑Complies Requirement will be met. systems have automatic or ❑Does Not accessible manual controls, ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) Low Impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 8 of10 tiSeation a s er a ei t/eri 6 i Elo P v i s �A' s P�Js All mechanical ventilation system ❑Complies Requirement will be met. 12 fans not part of tested and listed []Does Not HVAC equipment meet efficacy ❑Not Observable and air flow limits. ❑Not Applicable Hot water boilers supplying heat ❑Complies Requirement will be met. through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable temperature based on outdoor ❑Not Applicable temperature. "5 Heated water circulation systems ❑Complies Requirement will be met. have a circulation pump.The []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe. Gravity and thermos- ❑Not Applicable syphon circulation systems are not present.Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump ,when water is in circulation loop is at set-point temperature and no demand for hot water exists. 0 - Electric heat trace systems ❑Complies Requirement will be met. F129 comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the []Not Applicable desired water temperature in the piping. 4 Water distribution systems that ❑Complies Requirement will be met. [F130� have recirculation pumps that []Does Not pump water from a heated water supply pipe back to the heated ❑Not Observable water source through a cold ❑Not Applicable water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 1049F. Drain water heat recovery units ❑Complies Requirement will be met. 1, tested in accordance with CSA []Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units<3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units<2 psi for individual units connected to three or more showers. 404.1 75%of lamps in permanent ❑Complies Requirement will be met. [F1611 fixtures or 75%of permanent ❑Does Not fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable lighting. ❑Not Applicable 40 1#l�¢;1 Fuel gas lighting systems have []Complies Exception: Requirement is 2 ]3.A,"� no continuous pilot light. ❑Does Not not applicable. (a�" ❑Not Observable � • ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 1 Low Impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 9 of10 MFte .,lu alCom ent /Assn ptlons0� 3 Compliance certificate posted. ❑Complies Requirement will be met. "'•` ❑Does Not ❑Not Observable ❑Not Applicable ,POP 3� x` Manufacturer manuals for ❑Complies Requirement will be met. 8j � mechanical and water heating ❑Does Not W systems have been provided. x £ ❑Not Observable e 4 []Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) "Medium Impact(Tier 2) , Low Impact(Tier 3) Project Title: Oak Residence Report date: 12/04/17 Data filename: C:\Users\Ryan\Documents\REScheck\Oak.rck Page 10 of10 �( 2015 I ECC Energy j Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 28.00 Below-Grade Wall 0.00 Floor 22.00 Ceiling / Roof 50.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.29 0.25 Door 0.29 0.25 CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments REScheck Software Version 4.6.5 Compliance Certificate Project 1.55 Lake Drive Energy Code: 2015 IECC � �t j� Location: Southold, New York WIDConstruction Type: Single-family 1--� Project Type: New Construction OCT 13 2020 Conditioned Floor Area: 3,224 ft2 Glazing Area 9% Climate Zone: 4 (5572 HDD) , k-'P' r�11)"" Permit Date: *:Kr ?fs�oT! �s�3 -� Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 155 Lake Drive Jeff Oak Robert Brown Southold, NY 11971 55 Lake drive 205 Bay Avenue Southold, NY 11971 Greenport, NY 11944 631-477-9752 info@ribrownarchitect.com Compliance: . Compliance: 12.4%Better Than Code Maximum UA: 508 Your UA: 445 Maximum SHGC: 0.40 Your SHGC: 0.25 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Flat Ceiling or Scissor Truss 1,857 50.0 0.0 0.026 48 Wall 1:Wood Frame, 16"o.c. 3,793 28.0 0.0 0.050 167 Window 1:Wood Frame:Double Pane 307 0.290 89 SHGC: 0.25 Door 1:Solid 77 0.350 27 Door 3: Glass 63 0.290 18 SHGC: 0.25 Wall 2:Wood Frame, 16"D.C. 151 13.0 0.0 0.082 11 Door 2: Solid 21 0.350 7 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 16 30.0 0.0 0.033 1 Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 1,841 22.0 0.0 0.042 77 Compliance Statement: The proposed building design described here is consistent with the buildiag_gJansspecifications, and other calculations submitted with the permit application.The proposed building has been designe eet the 2015 IECC requirements in REScA k�rsionZ4.6.$and to c�ply with the mandatory requirements ' ed in the check Inspection Checklist. llljjj/ttl"'/(l� 4`{A/(/J Name Title Signatur Date Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 1 of Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 2 of10 REScheck Software Version 4.6.5 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.:Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection%Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, Construction and drawings a ` '.g �' ��, , „ ,,� ❑Complies ,Requirement will be met. 103.2 documentation demonstrate ❑Does Not [PR111 energy code compliance for the (g� building envelope.Thermal ' ,, ,' �, { ❑Not Observable ; envelope represented on ❑Not Applicable construction documents. 103.1, Construction drawings and `? ❑Com lies ;Re uirement will be met. 103.2, documentation demonstrate �. � �?: � ; #' k' ❑Doe shot q 403.7 energy code compliance for .`4/�` '" � []Not Observable [PR3]1 lighting and mechanical systems 4- Systems serving multiple h^ ., ❑Not Applicable ; dwelling units must demonstrate r compliance with the IECC 4x Commercial Provisions. r 1 302.1, ;Heating and cooling equipment is: Heating: 1 Heating: ;❑Complies ;Requirement will be met. 403.7- ;sized per ACCA Manual S based Btu/hr 1 Btu/hr 1❑Does Not [P112]2 Ion loads calculated per ACCA Cooling: 1 Cooling: ;❑Not Observable `CO `Manual J or other methods Btu/hr Btu/ , `approved by the code official. i i hr ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '33 1 Low Impact(Tier 3) Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 3 of10 Section # Foundation Inspection Complies? Comments/Assumptions &.Req.ID 303.2..1 . A protective covering is installed to ' ;❑Complies :Exception: Requirement is not applicable. [FOl'1]2 protect exposed exterior insulation 1❑Does Not land extends a minimum of 6 in. below 1 1 1❑Not Observable 1 Egrade. i❑Not Applicable 4019 ,snow-and ice-melting system controls 1❑Complies 1Exception: Requirement is not applicable. [FO12]2 E installed. ;❑Does Not v bNot Observable I ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 4 of10 Section Plans,Verifieil Field Verified # ' Framing/Rough-In.Inspection .Value Value Complies? Comments/Assumptions & Req.ID 402.1.1, I Door U-factor. U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 i :❑Does Not ;table for values. [FR1]1 ;❑Not Observable ❑Not Applicable 462.1.1, 1 Glazing U-factor(area-weighted ; U- : U- l❑Complies ;See the Envelope Assemblies 402.3.1, 1 average). ;❑Does Not I table for values. 402.3.3, 402.5 1 I I❑Not Observable 1 [FR2]1 I ; ;❑Not Applicable 303.1.3 U-factors of fenestration products =*t ` ❑Complies :Requirement will be met. [FR4]1 are determined in accordance } ,; ❑Does Not ; U with the NFRC test procedure or ❑Not Observable' taken from the default table. k .{ ❑Not Applicable 402.4.1.1 Air barrier and thermal barrier "" ,, ❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's ❑Does Not U instructions. ❑Not Observable,F. _,.❑Not ApplicableTUM ; 402.4.3 Fenestration that is not site built ` � ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting 4 F ❑Does Not AAMA C /WDMA/CSA 101/I.S.2/A440 , ' or has infiltration rates per NFRC � d � � �❑Not Observable , 400 that do not exceed code . ; µ ' ❑Not Applicable limits. 402,.4.5 :IC-rated recessed lighting fixtures ❑Complies :Requirement will be met. [FR16]2 sealed at housing/interior finish '' 3 4 ❑Does Not and labeled to indicate:52.0 cfm r `Yfs I g _a❑Not Observable I C leakage at 75 Pa. ❑Not Applicable 403.3.1 'Supply and return ducts in attics _ 'ter` pp y ni ; `❑Complies I Requirement will be met. [FR12]1 i insulated >= R-8 where duct is ❑Does Not >=3 inches in diameter and > R-6 where<3 inches.Supply and rdfk mv` ❑Not Observable ; return ducts in other portions of + ., ., �e ° ❑Not Applicable ; ;the building insulated >= R-6 for diameter>=3 inches and R-4.2 y , !for<3 inches in diameter. 403.3.5 !Building cavities are not used as }"" 1"�` , `- ❑Complies :Requirement will be met. [FR15]3 ducts or plenums. ❑Does Not ❑Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids 1 R- I R- :❑Complies I Requirement will be met. [FR17]2 above 105 QF or chilled fluids ! ;❑Does Not U below 55 QF are insulated to>_R- • :❑I Not Observable ! 3. ❑Not Applicable 403.4.i :Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24] !piping. 7,4 []Does Not ❑Not Observable �` ❑Not Applicable ; 403.5:3 Hot water pipes are insulated to I R- : R- ;❑Complies l Requirement will be met. [FR18]2 >_R-3. ! l :❑Does Not bNot Observable ❑Not Applicable 403.6 ,Automatic or gravity dampers are ❑Complies :Requirement will be met. [FR19]2 installed on all outdoor air `` ` , ❑Does Not intakes and exhausts. [:]Not Observable l ❑Not Applicable 1 1111gh Impact(Tier 1) 2 TMedi6rn Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: 155 Lake Drive Report dater 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 5 of10 Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) '3 1 Low Impact(Tier 3) Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 6 of10 Section Plans Verified Field Verified # Insulation Inspection Value & Req.ID Value -Complies? Comments/Assumptions 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values " x "" °❑Does Not provided. w(_'QN U °T j - ;;❑Not Observable []Not Applicable 402.1.1, !Floor insulation R-value. ; R R- ;❑Complies ;See the Envelope Assemblies 402.2.6 i ❑ Wood i❑ Wood ❑Does Not ;table for values. [IN1]1 ❑ Steel ❑ Steel ;❑Not Observable00 ❑Not Applicable 303.2, Floor insulation installed per � £.,❑Complies ;Requirement will be met. 402.2.7 manufacturer's instructions and ' !gw rr ❑Does Not [IN2]1 in substantial contact with thew° underside of the subfloor,or floor '° # ❑Not Observable.; U ❑Not Applicable ; framing cavity insulation is in �_ pp contact with the top side of t � sheathing,or continuous ' insulation is installed on the underside offloorframing and �� extends from the bottom to the top of all perimeter floor framing members. fie= +k*. � , r 402.1.1, Wall insulation R-value. If this is a; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, mass wall with at least 1/2 of the :❑ Wood ;❑ Wood ;❑Does Not stab/e for values. 402.2.E wall insulation on the wall :❑ Mass ❑ Mass bNot Observable [IN3]1 exterior,the exterior insulation ❑ Steel ❑ Steel ❑Not Applicable U requirement applies(FRl0). 303.2 ;Wall insulation is installed per ' a ❑Complies ;Requirement will be met. [IN4]1 imanufacturer's instructions. El Does Not z •! 1 vL' �3'f r K§ 0 ❑Not Observable ; ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) .3 Low Impact(Tier 3) Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 7 of10 Section Plan_s Verified Field Verified # Final Inspection Provisions Value Value Complies?. Comments/Assumptions & Req.ID 402.1.1, ICeiling insulation R-value. ; R- R- I❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood ;❑Does Not stable for values. 402.2.2, ; 402.2.E ! ;❑ Steel ❑ Steel :,[:]Not Observable ; [Fill' ;❑Not Applicable 303.1.1.1,(Ceiling insulation installed per `° `` � .; ❑Complies :Requirement will be met. 303.2 !manufacturer's instructions. ? '❑Does Not [F12]1 !Blown insulation marked every _ mil k , I300 ft2. ❑Not Observable ; : , ❑Not Applicable 402.2.3 Vented attics with air permeable R, ,❑Complies ;Requirement will be met. [FI22]2 insulation include baffle adjacent Y ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ; ❑Not Applicable ; 402.2.4 Attic access hatch and door R- ; R- ;❑Complies :Requirement will be met. [FI3]1 insulation ?R-value of the T❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2, and PDoes Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 ; cfm/100 ;,[]Complies ;Requirement will be met. [F14]1 I cfm/100 ft2 across the system or ft2 I ft2 :❑Does Not i <=3 cfm/100 ft2 without air ; ❑Not Observable handler @ 25 Pa.For rough-in ; ; Itests,verification may need to ; ;❑Not Applicable ; occur during Framing Inspection. 403.3.3 ;Ducts are pressure tested to ; cfm/100 ; cfm/100 ;❑Complies ;Requirement will be met. [FI27]1 (determine air leakage with I ft2 ; ft2 I❑Does Not !either: Rough-in test:Total ;leakage measured with a 1 t❑Not Observable i pressure differential of 0.1 inch ;❑Not Applicable ; Iw.g.across the system including ;the manufacturer's air handler !enclosure if installed at time of test.Postconstruction test:Total !leakage measured with a I pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air ; I handler enclosure. 403.3.2.1 ;Air handler leakage designated a ;y 3 ❑Complies ;Requirement will be met. [FI24]1 !by manufacturer at<=2%of r4 ❑Does Not design air flow. r ` []No t Observable ' ❑Not Applicable ; 403.1.1 Programmable thermostats � r _ °: ❑Complies ;Requirement will be met. [FI9]2 !installed for control of primary ` a M r * r ' ~❑Does Not ! .:. Eheating and cooling systems and � + initially set by manufacturer to .` } s` «A a , -]Not Observable ; (code specifications.. ' tp � ; ❑Not Applicable 403.1.2 ;Heat pump thermostat installed * .'❑Complies :Exception: Requirement is [FI10] E on heat pumps. , ❑Does Not not applicable. i u Yrc ` ❑Not Observable ; ❑Not Applicable 403.5Z1 Circulating service hot water f $❑Complies ;Requirement will be met. [Fill] systems have automatic or ❑Does Not accessible manual controls. '}Y § ❑Not Observable , ❑Not Applicable 1 JHlgh Impact(Tier 1) 1.2 1 Medium Impact(Tier 2) •3 1 Low Impact(Tier 3) Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 8 of10 D Section Plans Verified Field Verified # Final Inspection Provisions Complies? Comments/Assumptions &'Req.ID Value Value 403.6.1 ;All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2 ifans not part of tested and listed ; *" � t '❑Does Not HVAC equipment meet efficacy ;and airflow limits. ❑Not Observable , ❑Not Applicable ; 403.2z 'Hot water boilers supplying heat t.' A; ❑Complies :Exception: Requirement is [FI26] Ethrough one-or two-pipe heating j;❑Does Not not applicable, systems have outdoor setback "sue r -' $„'❑Not Observable control to lower boiler water ; '} temperature based on outdoor ❑Not Applicable ;temperature. 403.5.1.1 Heated water circulation systems " ❑Complies ;Exception: Requirement is [FI28]2 have a circulation pump.The ! ❑Does Not 1 not applicable. system return pipe is a dedicated []Not Observable return pipe or a cold water supply pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are Pros . not resent.Controls for circulating hot water system ;,M, •. _�"' I pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop a '} is at set-point temperature and s ,k" , s�,i v k. no demand for hot water exists. 403.5.1,2 Electric heat trace systems kg ❑Complies ;,Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL n �': ❑Does Not !not applicable. 515.Controls automatically []Not Observable adjust the energy input to the _ $ v f , heat tracing to maintain the +� ;- Y x k kt ,_..❑Not Applicable desired water temperature in the <F piping. t, ry s, 403.5.2 ;Water distribution systems that ❑Complies ;Exception: Requirement is [FI30]2 I have recirculation pumps that ❑Does Not !not applicable. ,pump water from a heated water ' x ❑Not Observable `supply pipe back to the heated �; a ❑Not Applicable ;water source through a cold <�-jF PP Iwater supply pipe have a ;demand recirculation watery Esystem. Pumps have controls < that manage operation of the pump and limit the temperature. �rk'az4,4 ,•: , I of the water entering the cold ; Ewater piping to 10451F. ." 403.5.4 ]Drain water heat recovery units & , h :❑Complies ;Exception: Requirement is [F131]2 nested in accordance with CSA ;, r❑Does Not 1 not applicable. 4 B55,1. Potable water-side ' Y t , A ,j f`pressure loss of drain water heat recovery units< 3 psi for rrf=: ;:. `� x=; []Not Observable ; I * ;' ❑Not Applicable individual units connected to one or two showers.Potable water- t a `s" �x I l side pressure loss of drain water !heat recovery units<2 psi for r r m� t � +ca�> • > , ;individual units connected to a Ithree or more showers. 404.1 75%of lamps in permanent ❑Complies ;Requirement will be met. ni [FI6]1 Mixtures or 75%of ermanent "�" `'� " p � � �; ❑Does Not ;fixtures have high efficacy lamps ]' ; ; ❑Not Observable Does not apply to low-voltage lighting. []Not Applicable 404.1.1 i Fuel gas lighting systems have � `�* x� � ❑Complies ;Requirement will be met. [FI23]3 i no continuous pilot light. r 3 < " '''"'❑Does Not ' ❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 9 of10 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID '401:3 .. Compliance certificate posted. '" s° > _,❑Complies !Requirement will be met. [FI7]2 '��� x "a� ❑Does Not E w ❑Not Observable ❑Not Applicable 303.3' 'Manufacturer manuals for '� `'� � _ :'_❑Complies ,Requirement will be met. [FI18]3 E mechanical and water heating "� "❑Does Not n r x r systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 155 Lake Drive Report date: 12/04/18 Data filename: Z:\In Progress Jobs\155 Lake Drive\155 Lake Drive.rck Page 10 of10 DO NOT PROCEED WITH FRAMING UNTIL SURVEY OF FOUNDATION LOCATION TRUSS PLACARDING REOUIRED HAS BEEN APPROVED. 155UE5 REVISIONS YA C,777 [AT U FU L r ifir"j-71 -1 0 I:111TI�V CLIMATIC AND GEOGRAPHIC CRITERIA C N GROUND 5NOW LOAD 20 F5f (FER FIG. R301 .2 (5) RCNY52015 j WIND SPEED 130 MPH (PER FIG. R301 .2 (4) RCNY52015) SEISMIC DE51GN CATAGORY D 'I. FCD�J (PEP,SECT. P,301.2(2) RCNY52015) WINTER DESIGN TEMP 1 111' (PEP,TABLE N 1 10 1 .2) CATION FLOOD ZONE x (PER I'EMA MAP) 7 _r , i F1 2. FI-1-I" FAG MAN FROST LINE DEPTH 3 G" J LFAL) CONTENT BEFORE N. WEATHERING PROBABILITY SEVERE (PEP,FIG. R301 .2(3)RCNY52015) ICATE OF OCCUPANCY 4. r T*6 DESIGN LOAD CALCULATIONS (UNIFORM LIVE LOADS) -LDER USED IN VIA TER + ROOMS OTHER THAN SLEEPING 40 ['51 (PER TABLE 301 .5 RCNY52015) SYSTEM CANNOT T -F `c 40 SLEEPING ROOMS 30 P51 (F'FP,TABLE 30 1 .5 RCNY520 15) �'.`EED P-110 OF 1% LEAD. ATTICS WITH LIMITED STORAGE 20 P51 (PER TABLE 301 .5 RCNY52015) ATTICS WITHOUT STORAGE 10 P51 A-) 0. 5TAI R5 40 P51 (PEf,TABLE 301 .5 IRCNY52015) STONE WALLS TO PLUMBING BE REMOVED ALL PLUMBING WASTE &WATER LINES PEED + TESTI E COVERING EFOP %'!G P + exter ior Mace hting vd 01r FLAG installed,re POLE _CONCRETE W L.��' repaired shall conform TO)3E REMO ED to Chapter 172 ABOVI!-G DE of the Town Code SILT FENCE FOR 0 x RUCTION OW must provide manuals D9 J and S as per /+ CONCRETE NYS Energy Code 4 WALL TO BE I"+ REMOVED Bl RETAIN STORAI WAT ER RILINCIFF Blower door + PURSUANT TO CHAPTER 236 and ductivork OF THE TOWN CODE. o _�5 \1 testing required. EXISTING ARBOR` _151 i-7, SITE PLAN BUILDING -,,,j 7-P RESIDENTIAL GENERAL NOTES 155 LAKE DRIVE, 5OUTHOLD, NY 1 1 97 1 NOTE: NEIGHBORING ENVELOPE 6- MISC. GENERAL NOTES PROFOERTIE5 AREIvl 1.TH15 FROjffCT(5COI`15TPUCTION OF ANE:WTWC.)5TOKYA51NGLFfA�,AILYR.ff�,�!Df�ICF,AND 1.FROVIDIFAILI-LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AIIDSERVICES BASED ON SURVEY BY NATHAN TAFT CORWIN III Q CONNECTED TO ACCESSORY GARAGE,CLASSIFIED AS P-3. NTCF�5ARYTO PROVIDE A HVAC5Y5TFMTO HEAT AND COOL THE I_IViNG5FACF'3 A5 RIfQJIRFD BY THE DRAWINGS AND SPECIFICATIONS,OF,REASONABLY IMPLIED AS 158G MAN ROAD, JAME5FORT, NY I 1047 4 � 4 2.THE HEIGHT Of THE PROPOSED BUILDING AS DEFINED BY THE ZONING CODE Of THE TOWN Of ITCF-ARY TO COMPLETE TO WORK. yo PUBLIC WATER SOUTHOLD 15 32'-3" 5CTIVI No. 1000-80-03-14 2. PROVIDE WEIL-MCLA(N ULTRA GAS 53 CT COIIDFNSING GAS BOILER, 139,000 DATED 08-04-20 1 G 3.THE TYPE Of C0115TRJCTION15 TYPE V(5). 5T'j/H'V!TH DIRECT VENT INSTALLED AS PER MANUfACTUPItI'_')SPECIFICATIONS. -4.ALL WORK SMALL CONFORM TO THE REQUIREMENTS Of THE 2015 RESIDENTIAL CODE OF N,Y.5.AND 3. PROVIDE PHfEM COMPRff55ORS OR APPF'OVEDEQUAL FOR EACH ZONE. BUILDING, THE AP B EA WWOD FRAME COtI5TRUCT1ON MANUAL 2017 513C HIGH WIND EDITION. 4, FfP.DVIDE LENNOX OR AF'PP.OVfD EQUAL AIP'-HAt:DI_EF-5,AND DUCTWORK„AND AREA = 22,032 5f = 0.506 ACRES CONTPOI,'�AS `IFCE55ARY TO COMPLETE THE WOP 'TN ;4 Z. 7-7-1 -7 W, ".K ianT 1 ENVELOPE 5� DESIGN LOAD CALCULATION APE BASED ON: K fOP ALL ZONES. ELEVATIOI`15 ARE NORTH AMERICAN VERTICAL DATUM 1588 LIVE LOAD:AS PER TABLE P301.4,RESIDENTIAL CODE Of NEW YORK STATE. r TOWN Of SOUTHOLD ZONE K-40 DEAD LOAD:CALCJLATf D AS PER F301.3 AS PER PCNY5 201 FLUMU)ING ZM 51 GROUND SNOW LOAD(AS PER FIG. P30 1,2(5)RCt,jYS 2015. I. FPC,Vl,')EAI-LLADOP,MATERIAI-5,TPA�nPOPTAT[Or,', FQUIFMfNT,AND5fRV1CF5 5NOV'/LOAD 20 P_ py WIND EXPOSURE CATEGORY C",FOP. 130 MPH 3 SECOND GUST, NPCIT5'�AFY TO COMPLETE ALL NEW PLUMBING WORK REQUIRED BY THE DRAWINGS E THE AND ST -TICATION5,OR REASONABLY IMPLIED AS NECESSARY TO COMPLETE ---------- LOCATIOI: LIVE DEAD DELECT LIMIT 't,SHALL CONFORM TO THE PLUMBING CODE Of NYS 2015 AND TO THE 15T.f L. 40 LB 12 _)3G0 �-TATE`ENVIRONMENTAL CONSERVATION LAW WITH REGARDS TO WATER DR AINAGE CALCULATIONS 2ND.f L.(SLEEP 30 LE, 12 U3GO SAViN`,� I)CONSERVATION. ALL f IYTURE5 SMALL BE ON THE APPROVE[)115T Of CfRTil`ir-[) V.TFP SAVING PLUMBING FIXTURES`AS PUBLISHED BY THE NEW YORr\ ATTIC(NON STORAGE) 20 L5. 10 STATE DEPARTMENT Of ENVIRONMENTAL CONSERVATION, ZONE 1: 1159 5F x 0.17 = 157.0 Cf PECID. PROVIDE(2) 1 O'DIA x 2'D DRYWELL5 = 273.6 Cf CONCRETE ROOF 20 LB. 15 U3r.0 3. k_'M-Rr�ON THE FLUM!3ING SYSTEM SHALL BE FEPfOPMFD BY OR UNDER THE WALL TO BE 5Urr;n/1ON OF A PROPERLY LICENSED MASTER PLUMBER. UPON COMPLETION,THE THESE PLANS ARE AN INSTRUMENT OF SERVICE REMOVED G.THE ARCHITECT ASSUMES NO PE5POI,5!DIUTY FOR THE CONSTRUCTION MEANS,METHODS, F-L! 5;IAI,I-FPOVIDE A SOLDER CFRTF,CATE AS REQUIRED BY THE TOWN Of ANDARE THE PROPERTY OF THE ARCHITECT. ZONE 2: 21 78 5f x O.17 = 370.3 CIF RECID. 2.9 t� ..' " INFRINGEMENTS WILL BE PROSECUTED PROCEDURES,OR 1)PROGRAMS TECHNIQUES,SEQUENCES,OR PROCEDL FOR SAFETY PPECAUTION5 AN OG M5 It, (n Ld -i T,1f,_-0NTRACTOP SMALL OBTAIN,SUBMIT,AND PAY FOR AI_LPffRMIT5, PROVIDE(3) 1 O'DIA x 2'D DKYWELL 4 10.5 Cf CONNECTIOIJ WITH THE.wopr_ E, CFRTI�`;CATION5,LICEIJ5E5 AND INSPECTIONS A55 REQUIRED BY LOCAL,STATE,AND 2017 ALL RIGHTS RESERVED 5,H- ANY' OF FITNESS FOP,A SPECIFIC USE EXPRESSED FE[`,Fy',I_1,UTHOPITIES,AND ANY OTHER APPLICABLE JURISDICTION. THERE ARE NO WAFRANTIf OR AN� MERCHANTABILITY OR IMF'LIED:tt TIE USE Of THESE PLANS. 7.CONTRACTOR TO VERIFY ALL DIMENSIONS BEFORE STARTING CONSTRUCTION.DO NOT SCALE 3.4' 0 DRAWINGS. FOLLOW DIMENSIONS ONLY. EQUIPMENT,PLANT,TOOLS,AND SERVICES -_L -), 'CQUIKED FOR PROPER AND COMPLETE INSTALLATION Of ALL NEW .. ........... ............... NE 3� LOT COVERAGE: /z, 5.CONTRACTOR(5)SHALL FURNISH AND INSTALL ALL MATERIAL AI,ID EQUIPMENT SHOWN,L15TFD.OR E, AS AND RELATED WORM,INCLUDING,BUT NOT LIMITED TO. NEW C-4 ON THESE DRAWINGS 5U[3-'f(7T TO QUALIFICATIONS,CONDITIO!'15,OR EXCEPTIONS AS DESCRIBED C'., - ION PREVIOUSLY INSTALLED ELECTRICAL SYSTEMS,WIRING, LIGHTING, PROPOSED HOUSE(INCLUDING 4 NOTFD.CONTRACTOR SHALL FURNISH ALL LABOR,SCAFFOLDING,AND TOOLS NECE55A YTO )�R5, DISTRIBUTION AND PROTECTION EQUIPMENT,CONNECTIONS TO GRAVEL .......... .............................. COMPLETE THE WORK. AP. GROUNDING,AND ALL INCLUDING ALL CONNECTIONS AND DEVICES GARAGE AND SCREENED PORCH): 2,5 10 5f 1�ff SCOPE OF THE WORK AS SHOWN ON THE:APPLICABLE DRAWINGS AND '.DRIVEWAY:...........*:..�......... ................. 9.ALL MATEPIAL SHALL BE IN5TALLE-D IN STRICT CONFORMANCE WITH MANUFACTURES PTOU M T5 DECK 440 5f ............................ . ....... .. AND SFECINCATION5. P,M)5F�;(fICATION5 AND AS NORMALLY SPECIFIED IN TH15 TYPE Of PROJECT A10 Robert 1. Brown t '1_1jDNG CONNECTIONS TO PREVIOUSLY INSTALLED TRANSFORMERS AND TOTAL 2,950 5f )0,CONTFACTOR SHALL OBTAIN ALL REQUIPID INSPECTIONS,AFPPOVAL5 AND CERTIFICATE Of+ ........... Cn 11-fCTI"�;CAL DIOTRIDUTIONSY5TEM5. _)RI'.SHALL CONFORM TO THE REQU�REMENT15 Of TI-11 2015 ELECTRICAL OCCUPANCY, 2.ALL�'�C Architect, P.C. + CCCF YOPK .. . .. ..... ..................... 2,959 22,032 51' 13.4% U111 STATE,THE NATIONAL ELECTRICAL CODE,t1frA NO,70-1 54 'A�UTILITY STANDARDS,OCCUPATIONAL SAFETY AND HEALTH CAT(OSHA), Bay,Ave. Greenport NY pf L THE t T-111AL ELECTRICAL MANUFACTUIREPS'ASSOCIATION(NEMA)AND ANY OTHER APFLICABIF CODES. IN THE EVENT Of CONFLICT.THE MORE 5TP;NGENT FOUNDATIONS IA� 20 I�A551UMED SOIL BEARING CAPACITY, 1,500 b.5cl.ft. EACH GA in (o@ribrownarchitect.com EXISTING ELEVATION 2.CONCRETE TO BE PLAIN,PFINFOF',CfD,3,000 F,5l. -25 DAYTF5T. REQUIREMENTS WILL APPLY. 2' 3.ALL NEW FOOTINGS TO REST ON VIRGIN,UI4DI5TUR5ED 50IL. 3. ALL PRODUCTS USED FOP ELECTRICAL WORK SHALL BEAR THE UNDERWRITERS 631-477-9752 CONTOUR 711 9SW + LAKRATOFTS,INC.LABEL AND BE SUITABLE FOR THE FLIVIPONMENTM WHICH THEY PROF WiLL BE!N5TALLED, PROPOSED ELEVATION NEW TER 1! 130 GENEPAL CONSTRUCTION 4.ALL WOR.r.ON THE ELECTRICAL SYSTEM SHALL BF PERFORMED BY OR UNDER THE INAGE 130. 1. FPOV(C)[ALL LABOR,MATERIALS,TRANSPORTATION,EQUIPMENT AND SERVICES NECE55ARY To 5UFEPVI5I0N Of A PROPERLY LICENSED MASTER ELECT7,1CIAH. CONTOUR ZQNE-2 COMPLETE ALL AND PLASTIC WORK 5YTHE DRAWINGS AS SFICifIED HEREIN,OR 5. TriL CONTRACTOR 51IALL OBTAIN,SUBMIT,AND PAY FOR ALL PERMITS,LICENSES �14 ET EK WO J, 1�1 REASONABLY IMPLIED AS NECESSARY TO COMPLETE THE P APPROX. LOCATION AND IN'FECTI0IJ5 AS REQUIRED BY THE LOCAL,STATE,AND FEDERAL AUTHORITIES, EXISTING LO/CATI ................................ 2.FASCIAS,SOFFITS AND EXTERIOR TRIM SHALL MATCH EXISTING. AND AJ"OiLrIER APPLICABLE JURISDICTION. IT ISAVIOIATION OF THE LAW FOR ANY PERSON, OVERHEAD EX I ST I Nf-i-�T`11�- TEM 3. INTERIOR TRIM SHALL MATCH EXISTING. C CAFDOI`,M0NOXIDE DETECTORS IN CONFORMANCE WITH APPLICABLE CODES UNLESS ACTING UNDER THE DIRECTION OF A 4. FRAMING ELEMENTS: N-ff-W TIPL C, I N ;0-15E REM D, A.ALL FRAMING LUMBER SHALL BE GRADE STAMPED DOUGLAS f(R-LARCH 5TPUCTUPAL GRADE NO.2 SHALI DE CONNECTEDTO THE LIGHTING CIRCUITS WITH No INTERVENING WALL LICENSED ARCHITECT,TO ALTER ANY ITEM ON WIRES TO VDI SWITCH, LINE COIRD-COHNECTED,DIRECT PLUG-IN,AND BATTERY POWEPED ALARMS THIS DRAWING IN ANYWAY.ANY AUTHORIZED ORB ETTER ARE NOT ACCEPTABLE. ALARMS SMALL BE INSTALLED ON EACH LEVEL ON WHICH BE RUN I> B.ALL ENGINEERED LUMBEP SMALL BE AS INDICATED ON DRAWNG5.AND SHALL 13E INSTALLED,CUT SLEEPING QUARTERS ARE LOCATED. ALTERATION MUST BE NOTED,SEALED,AND UNDERGROUND AND DRILLED IN ACCORDANCE WITH MANUFACTURERS REQUIREMENTS AND 5PECIFICATiON5.C.ALL 7.SMOKE DETECTORS IN CONFORMANCE WITH THE FLECTR ICAL CODE Of NEW YORK DESCRIBED IN ACCORDANCE WITH THE LAW. -D. + SHEATHING TO 13E APA RATED,EXPOSURE 1,THICKNESS AS INDICATE D.ALL SUE,FLOORING TO BE AFA RATED 5TURD-I-fLOOP,EXPOSURE 1.3/4"MIN.TH(CrNE5. STATE AND THE Kf51DENTIAL CODE Of NEW YOPr STATE,THE NfFA NATIONAL FIRE TE5T HOLE ALARM CODE NO.72-1993 SMALL BE PROVIDED OUTSIDE EACH SEPARATE SLEEPING 673 F.ALL HEADERS G'-O"AND OVER SHALL BE SUPPORTED WITH DOUBLE UPRIGHTS.9'0"AND OVER + WITH TRIPLE UPRIGHTS.ALL HEADERS SMALL BE A MIN.Of(2)2"x8"OF,AS SHOWN ON DRAWMG. AREA,IN EACH SLEEPING AREA.AND ON EACH FLOOR LEVEL, + SOLID BLOCKING SHALL BE PROVIDED FOR ALL jOI5T5 AND FLOOR BEAI,15 AS PER N Y,5.CODE F D 4 OR AS NOTED @&-0"O.C.MIN., rPOVIDE 2"SPACE FOR AIR CIRCULATION IN ROOF, CONTRACTOR SMALL COORDINATE WITH OWN[F`5 ALARM COMPANY FOR SMOKE AND G. PROVIDE DOUBLE fPAMiNG AROUND ALL OPENINGS(STAIRS,ETC.)OR AS NOTED ON DRAWINGS. 5JPGLAP ALARMS AS NECESSARY, A M.PROVIDE DOUBLE UFfRAMING UNDER ALL POSTS AND PARALLEL PARTITION'S OR AS NOTED ON 3 DRAWING. -1> + I.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH RATED GALVANIZED METAL Q) CONNECTORS 13)"51MI'50r!"OR APPROVED EQUAL. CIV -7 J. NAILING SCHEDULE SMALL BE AS PER N.Y.S.BUILDING CODE AS A MIMMUM.ALL 2"x6"STUDS + EXTERIOR(0 SMALL RECEIVE 5 1 Od NAILS,AT SILL AND PLATE.ALL EXTE ,NAILS SHALL BE GALVANiZED. SEE Y ATTACHED NAILING SCHEDULE. _N K.PLYWOOD SHEATHING TO BE NAILED 8d NAILS @ 4'O.C.FXTER;OP fDGF5 AND G'1 NAILS @ 1 2�' (0 �5?0\ O.C. INTERMEDIATE, SEE ATTACHED NAILING SCHEDULE.(10 L.ALI-INTERIOR AND FXTFF'.IOP f WISHES TO PE 5Ft FCTf D BY OWNFF. M.ALL ROOF FAfTffRS,SHALL BE ATTACHED TO THE P1 AD AND STUD WITH GALVANIZED HURRICANE 92.15' .......... FIN. FL. EL. 10.8' TYPE CONNECTORS D'r''5IMP5OH'ORAPPROVED EOUAI.fORTIM5FR FILE FOUNDATIONS.PROVIDE '130 HDIRRICANE CLIPS AT ALL PfRIMfTfK_!OI5T5 TO GIRI)FP CONNffCT ON5. o TOF'Of FOUND 5.0 LOCKING CASTING TO GRADE (G EA.)5.5'X 4.75' FRICA5T LEACHING GALLEYS 5.ALL NEWWINDOW5 TO BE THERMAL INSULATED LOW-F GLASS,WITH ARGON GAS,IMPACT RESISTANT AS MAKE DROP T ACCESSIBLE 9.0,MI A111DVID D 5CDH5 REQUIRED. r-FOR MAINTENANCE GRADE EL. G LOAD PATHS ARE INDICATED BY 5F-�CTION F�FAWN05, CLIENT OWNER GRADE EL. 8.9° ..........-�' :KTj 7 CONNFCTON5 5HALL 5f 51JILT il'I'ACCORDANCIF WITH AN51/Af/*FA WCfM-I 995,(5fE NAILING 10'@ 1/4'/F7 2 M/� 8.0 TOF'Of 5DF5 5CHFDULf) I.E. (5.1' L-I- 7.5 TOP Of R IG 5, FLASHING AT ALL WINDOW AND DOOR OPENINGS SHALL BE EFDM OR APPROVED PU[35ERIZFD I 1��11 @ 0 1.E. 7.9' I f_7.4' OUTLET -1 1 OTHER NOTE: PFOVIDECP055-OVER PIPES MEMBRANE. JEFF AND CAROL 4"0 MIN. HER GALLEYS 9. FLASHING AT ROOF CO�,INLCTIONSVAI_LffY-j,AND CRICKETS SMALL 13E LEAD COATED COPPER. AF'FP,-, 10 5TFF'FLASHING SHALL BE USED AT ALL INTLK5ECTiON5 Of SLOPED AND VERTICAL SURFACES,EXCEPT 5.5' IA I A EL. 4,4' STEP FLASHING AND COUNTER-AtO CAP-FLASHING SHALL BE USED AT INTERSECTION Of ROOF AI,D OAK 44 r EL. 4.1' @ 50T. Of TANK CHIMNEY,AND ROOF AND WALLS, t> NEW TRENCH DRAIN (N.T.S.) 1. H5JI-ATION SHALL DE AS INDICATED ON DRAWINGS,Of THICKNESS INDICATED ON THE DRAWINGS. 5.38' EL 2.0'GROUND WATER 2.0 GROUND V.ATEP 2.5fff DOOR SCHEDULE FOR INTEPiOF:DOORS. 13.SEE HARDWARE SCHEDULE FOR HARDWARE SPECIFICATIONS. NfCRMING TO ASTM C3e,AND SHALL BE PROJECT TITLE 14.GYPSUM BOARD SHALL BE EASED FEGF TYI`E.CO GCr 523 532 1 EA. 1200 GAL. 5EFTIC TANK "5HffETP ,5W"BY U.S.GYPSUM CO.OR APPROVED EQUAL. GYPSUM WALLBOARD THICKNESS SHALL BE - 112" 15.ALL GYP.BOARD SHALL 13E TAPED AND 5PACKLED THREE(3)COATS.ALL EXTERIOR CORNERS SHALL > PROPOSED SEPTIC SYSTEM DETAIL HAVE METAL CORNER BEADS, NEW RESIDENCE N.T.S. 155 LAKE DRIVE FINISHES SOUTHOLD, NY 1. NEW WOOD FLOOP-'35HALI-BEP,'GINEEPED WHITE OAK WITH CUSTOM FINISH 1. CERAMIC TILE FLOOR SHALL BF SELECTED BY OWNERS AND INSTALLED WITH THIN SET ADHESIVE. 2.EXTERIOR PAINT SHALL BE LATEX ACRYLIC BY BENJAMIN MOORE OR APPROVE[) EQUAL,APPLIED IN ACCORDANCE WITH MANUFACTURERS SPECIFICATIONS AND RECOMMENDATIONS. COLOR TO BE SELECTED. 3.EXISTING INTERIOR WALLS AND CEILINGS IN ROOMS AFFECTED BY THE WORK DRAWING TITLE SHALT_BE CLEM'TDAND REPAINITED. NEW WALLS AND CEILINGS SMALL BE SEALED AND PAiI,TED.PAINTIIIG SHALL BE TWO (2)COATS BENJAMIN MOORE AQUA PEARL SITE ' LAN LATEX PAINTED,COLOR TO BE 5f Lf CTED. 4, INTERIOR TP M SMALL BE SANDED SMOOTH,PRIMED,AND fINj5MFD WITH TWO(2) SITE PLAN COATS DENJAMIN MOORE LATEX ACRYLIC 5EMI-GLOSS PAINT. GENERAL NOTES SC ALE E DEC.19, 2017 1 20 DRAWING NO, 1 61 ISSUES/REV1510N'5 HARDWARE SCHEDULE RIDGE_ WINDOW SCHEDULE NO. LOCATION DESCRIPTION MAKE/MODEL FINISH NOTES RIDGE TEN51°"STRAP A/2'SP ILL W5 ING DOWN MODEL SIZE TYPE LITE5 QUANTITY NOTES ---- - - -- 1rJ.,TALwnoN A 2540 218"X 410" DH G OVER 1 4 1,J,i-CORNER EC T 2 3G 2'G"X 3'G" DH G OVER 1 10 : : ENDWALL \ TRANSFER SHEAR ti ::.. .... • CONNE� D O MON B G R`DGE B6lARD ....... �� J.. .. NAL5 C"O C NAILSC G"O C C 2G20 2'G"X 2'0" DH TRANSOM G I OVER EXTERIOR DOOR N0.5 A CRAWL SPACE SWINGING BARN DOOR HARDWARE HANDLES>:#3G5-DLBH BLACK 2 PAIR STRAP HINGES �' ENDWALL D 3250 3'2"X 50" DH 6 OVER I 12 EGRESS SLOPED 5FAT \`". +" InEWALL J015T HANGER. WOOD BEAM PEP.WFCM SBC TABLE 2 4 51,HALL D 1 3250 31211 X 51011 DH G OVER I I TEMPERED RIDGE IN PROVIDINGGEA bDCOA,MONNAILS EACH END OF 1-1/4"20 GAGE 5TRAP5 CORN EALR E 203G 21011 X 31G" DH I G OVER I I TEMPERED B CRAWL SPACE SWINGING BARN DOOR HARDWARE HANDLE5:#3G5-DL5H BLACK 3 PAIR STRAP HINGES FOR IzoMPHPASTEsrwwDSPFED F 2G40 2'G"X 4'0" DH G OVER I 2 CROSS SECTION END VIEW HOLDDOWN A5 NEEDED I/2'=I'-0" NOTES: WEATHERSHIELD SIGNATURE SERIES WINDOWS C ENTRY MORTICED ENTRY SET SQ5GUASHLEY NORTON OIL RUBBED F BRONZE 1 . PROVIDE TRUE DIVIDED LIGHTS WITH 5/,3"WIDE MUNTIN5. J / \ 2. EXTERIOR FINISH TO BE BLACK. 3. INTERIOR FINISH TO BE WHITE. \ I 4 HARDWARE TO BE FOLDING CONTEMPORARY, OIL RUBBED BRONZE FIN5H D PATIO GARAGE LEVER DOOR HANDLE LUZERN/EMTEK SATIN NICKEL KEY IN KNOB; KEY IN BRASS#8 ROSETTE '-.—__-_-� ''s_ 5. ALL GLA55 IN BATHROOMS TO BE TEMPERED. WEATHERSHIELD ! ; / E DEADBOLT AND PASSAGE SET WEATHERSHIELD BRUSHED NICKEL PATIO DOORS \ / r PROVIDE 8.8d COMMON NAILS IN EACH END OF I-1/4"x " /� 20 GAGE STRAP FOR LATtPAL/SHEAR CONNECTION D O O 1 \ V H L D U LE ! Q, AT RAFTER WALL CONNECTION 3 3B)WFCM-1995 3 FOR 120 MPH FASTEST WIND SPEED.PEED. F INTERIOR PRIVACY LEVER DOOR HANDLE LUZERN/EMTEK SATIN NICKEL PRIVACY LOCK; KEY IN BRASS #8 ROSETTE N /� No. LOCATION SIZE TYPE MAKE SWING HARDWARE NOTES I CRAWL SPACE - —ENFOLD `Ii ................. I G LAUNDRY FOLD HEAVY DUTY BIFOLD SATIN NICKEL KNOBS TO BE SELECTED J015T I CRAWL SPACE 4'0"X 3'G" PAINTED WOOD CUSTOM PAIR/OUT A FRAME AND VERTICAL BOARDS / H CLOSET PAIRS LEVER DOOR HANDLE LUZERN/EMTEK SATIN NICKEL DUMMY KNOBS; MAGNETIC CATCHES PROVIDE 8x 8d COMMON NAILS IN EACH END OF ---" 20 GAGE 5TRAP C ROOF TO WALL,WAIL TO WALL,AND WALL TO FOUNDATION CONNErTIONS(TABLE 3.38) GARAGE 3 �—�-,., FOR 120 MPH FA.TELT WIND SPEED 2 REAR. 51011 X G18" PAINTED WOOD CUSTOM PAIR/OUT A FRAME AND VERTICAL BOARDS 1 CL05FT5 LEVER DOOR HANDLE LUZERN/EMTEK SATIN NICKEL PASSAGE \ / _. ._.. ------------------- ---- F = , 3 FRONT I CIO,,X 810" FIBERGLASS O/H B —---- J015T WITH 2 EA STOPS #1 2 1 3 _ - - ---- ' - J POCKET DOORS CONTINUOUS TRACK GRAIJT#1200 ALUMINUM WITH 2 EA CARRIERS `' �..-7-1 I SET PER DOOR FIR5T FLOOR FLOOR TRACK GKY'7#1 10 �, 1 EXTERIOR FLOOR GUIDE AT INTERIOR OF POCKET 8" 7'0" WOOD/GLASS CUSTOM LH C ACCURATE C52002 B FLU5H EDGE PULI.JFLU5H HANDLE SATIN NICKEL 2 PER DOOR 4 ENTRY 3' / l PULLS,CONCEALED SCREWS 5 PATIO 210"K 7'0" MDF TRUSTILE LH D °-I UPLIFT CONNECTIONS ACCURATE._000 SPRING -- LOADED EL[GE PULL PUSH SATIN NICKEL I PER DOOR G UP, 3-51 172 CENTER HINGED WEATHER5HIELD E 5TATIONARY/LEFT/5TAKIONARY BUTTON C O N N E C T 1 O N 5 D E T A I L PATIO DOOR 7 KITCH1=N 211IG272 HINGED PATIO WEATHER51-IIELD PAIR E DOOR INSWING 8 MASTER BEDROOM 3-81 1 72 CENTER HINGED WEATHER5HIELD E STATIONARY/LEFT/STARIONARY K SLIDING HEAVY DUTY SLIDING PULLS TO BE SELECTED PATIO DOOR THESE PLANS ARE AN INSTRUMENT OF SERVICE FIRST FLOOR AND ARE THE PROPERTY OF THE ARCHITECT. INTERIOR INFRINGEMENTS WILL BE PROSECUTED ---- ----- ---------- - ------ --- 9 GARAGE 2'G"X 70"X 1-3M T52020 TRUSTILE RH F LC,MIN. FIRE RATED, SELF CLOSING SQUARE STICK FLAT PANEL 2017 ALL RIGHTS RESERVED 10 POWDER ROOM 2'G"X 70"X 1-3/5" T52020 TRUSTILE RH G SQUARE STICK FLAT PANEL 11 LAUNDRY 50"X 70"X 1-3/5" T52020 TRUSTILE PAIR H BIFOLD 12 CLOSET 2'G"X 70"X I-3/8" T52020 TRU Robert I. Brown STILE RH I 13 CLOSET 2'G"X 70"X 1-3/8" T52020 TRUSTILE RHR I FINISH SCHEDULE Architect, P.C. 14 MASTER BEDROOM 2'8"X 70"X 1-3/5" T52020 TRUSTILE LH G NAILING SCHEDULE 20 Bay Ave. Greenport NY NO. Roots FLOOR WALLS CEILIr1G BASEMOLD CEi.ING MOLD NOTES (PER AF$ PA AMERICAN WOOD COUNCIL WFCM FOR ONE AND TWO FAMILY DWELLINGS 2017 SBC HIGH WIND EDITION) info@ribrownarchitect.com 15 CLOSET 3'0"X 7'0"X 1 -3/5" T52020 TRUSTILE PAIR H FIR5T FLOOF 631-477-9752 JOINT DESCRIPTION NUMBER OF NAILS NAIL SPACING 101 FOYER WOOD PAINTED GYP BD. PAINTED GYP BD. SEE NOTE I 5EE NOTE£ WOOD FLOORS:ENGINEERED KNOTTY OAY, I G CLo5ET 3'0"X 70"X 1-3/5" T52020 TRUSTILE PAIR H 8"WIDE(TYPICAL) ROOF FRAMIN -------------------- ---- ----- — 102 CLOSET WOOD PAINTED GYP BD. PAINTED GYP BD, RAFTER TO TOP PLATE (TOE-NAILED) 3 PER RAFTER 17 MASTER BATH 2'G"X 70"X 1-3/8" T52020 TRUSTILE LH G CEILING JOIST TO TOP PLATE(TOE-NAILED) 3 PER JOIST ITISAVIOLATIONOFTHF LAW FORANY PERSON, 03 CLOSET WOOD PAINTED GYP BD. PAINTED GYP BD. CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 3 EACH LAP UNLESS ACTING UNDER THE DIRECTION OF ALICENSED ARCHITECT,TO ALTER ANY ITEM ON 18 CLOSET 2'0"X 70"X 1 -3/5" T52020 TRUSTILE RHR J 104 HALL WOOD PAINTED GYP BD PAINTED GYP BD. 5FE NOTE I 5EE NOTE2 CEILING J015T LAPS OVER PARTITION ((FACE-NAILED) 3 EACH LAP THIS DRAWING IN ANY WAY. ANY AUTHORIZED RIDGE STRAP (EACH END) 2 PER TIE ALTERATION MUST BE NOTED,SEALED,AND 105 LAWIDRY CERAMIC TILE PAINTED GYP BD. PARITED GYP BD. SEE NOTE I BLOCKING TO RAFTER(TOE-NAILED) 2-8d EACH END DESCRIBED IN ACCORDANCE WITH THE LAW. GYPSUM BOARD,42'H. — — RIM BOARD TO RAFTER(END-NAILED) 2-1 Gd EACH END I OG POWDER ROOM CERAMIC TILE WAINSCOTING,VITH Cr1AIRRAL_ PAINTED GYP BD, SEE NOTE I SFE NOTE2 -- SECOND FLOOR 5EE rICTF 3 WALL FRAMING INTERIOR 107 UBRAR`' WOOD PAINTED G'T'BD. PAINTED GYP BD. 5EE NOTE I 5EE NOTE2 TOP PLATE TO TOP PLATE (FACE-NAILED) 2-1 Gd PER FOOT T ,VF; D AP 19 ATTIC 2'G"X 70"X 1-3/5" T52020 TRUSTILE LH J 108 LINING ROOM Wool) PAINTED GYP BD, PAINTED GYP BD, 5EE NOTE 1 511 NOTE2 TOP PLATES AT INTERSECTIONS (FACE-NAILED) 4-1 Gd JOIST EA.SIDE j• STUD S- TO STUD (FACE-NAILED) 2-I Gd 24"O.C. 109 KITCHEN WOOD PAINTED GYP BD, PAINTED GYP BD. 5FF NOTE I SHE NOTE2 HEADER TO HEADER(FACE-NAILED) I Gd I G"O.C.ALONG EDGES 20 ATTIC 2'G"X 70"X 1 -3/8" T52020 TRUSTILE POCKET K TOP OR BOTTOM PLATE TO STUD (END-NAILED) 2-1 Gd,3-I Gd,4-I Gd PER 2x4, 2xG, 2x8 110 nAA5TER BEDROOM WOOD PAINTED GYP BD. PAINTED GYP BD. 5EE NOTE I 5EF NOTE2 BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, $$ 21 CLOSET 4'0"X 70"X 1-3/5" T52020 TRUSTILE PAIR L SLIDING END J015T OR BLOCKING (FACE-NAILED) 2-1 Gd PER FOOT I I I CLOSET WOOD PAINTED G''P BD. PAINTED GYP BD. FLOOR FRAM I NG 22 BATHROOM 2 G X 70' X 1-3/8" T52020 TRUSTILE LH G 1 z closer wool) PAINTED GYP BD. PAINTED GYP BD. JOIST TO SILL, TOP PLATE TO GIRDER(TOE-NAILED) 4-8d PER JOIST ��'•' ..S -- -- - ---- ;/L,'GYf 5LJM BOARD.42"H. BRIDGING TO JOIST (TOE-NAILED) 2-8d EACH END 3 MASTEP.BATHROOM CERAMIC TILE WAINSCOTING WITH CHAIRRAIL PAINTED GYP BD. 5EE NOTE I 5EE NOT12 PROVIDE CERAMIC TILE IN SHOWER TO 7"APE \ 23 BEDROOM 2'G"X 70"X 1-3/8" T52020 TRUSTILE LH G 5EE NOTE 3 BLOCKING TO JOIST(TOE-NAILED) 2-8d EACH END -- 114 CLOSET WOOD PAINTED GYP BD. PAINTED GYP BD. BLOCKING TO SILL OR TOP PLATE (FACE-NAILED) 3-1 Gd EACH BLOCK 24 BEDROOM 2'G"X 70"X 1-3/8" T52020 TRUSTILE LH G -- I 1 5 GARAGE CONCRETE SLAB h"GYP.BD.TAPED 3 COAT5 ry"GYP.BD.TAPED LEDGE STRIP TO BEAP✓1 (FACE-NAILED) 3-1 Gd EACH JOIST /OWNER 3 COAT5 JOIST ON LEDGE TO BEAM (TOE-NAILED) 3-8d PER JOIST 25 BATHROOM 2'G"X 7'O"X I-3/8" TS2020 TRUSTILE LH G BAND JOIST TO J015T (END-NAILED) 3-1 Gd PER JOIST JEFF AND CAROL BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-1 Gd PER FOOT 5ECONDFLOOR ROOF SHEATHING OAK 201 NORTH BEDROOM WOOD PAINTED GYP BD. PAINTED GYP 13D. 5EE NOTE I 5EE No f 2 5TRUCURAL PANELS 8d (TABLE 3.8) DIAGONAL BOARD SHEATHING 202 HALL WOOD PAINTED GYP BD. PAINTED GYP BD. 5EE NOTE I 5F.E NOTE 2 1"XG" OR I"x8" 2-8d PER SUPPORT • PROJECT TITLE 203 CL05ET WOOD PAINTED GYP BD. PAINTED GYP BD. I"x 10" OR WIDER 3-5d PER SUPPORT 'GYPSUMBOARD.42"H.204 BATHROOM CERAMIC TILE WAINSCOTING WITH CEILING SHEATHING CHAIRRAIL PAINTED GYP BD. SEE NOTE SEE NOT_2 PKOVIDE CEKAMIC TILE IN SHOWER TO 7"AFF NEW RESIDENCE 5EE NOTE 3 GYPSUM WALLBOARD 5d coolers 7"EDGE/ 10" FIELD 205 FAMILY ROOM WOOD PAINTED GYP BD. PAINTED GYP BD. 5EE NOTE I SFF NOTE 2 WALL SHEATHING 1S5 LAKE DRIVE 20G 50UTH BEDROOM WOOD PAINTED GYP BD. PAINTED GYP BD. SEE NOTE I 5FE NOTE 2 STKUCURAL PANEL 8d (TABLE 3.9) SOUTHOLD NY ?"GYPSUM BOARD,42"H. FIBERBOARD PANELS 207 BATHROOM CERAMIC TILE WAINSCOTING WITH CHAIRRAiL FAINTED GYP BD. SEE NOTE I 5EE NOTE 2 PROVIDE CERAMIC TILE IN SHOWER TO 7"APE 7/I G" 8d 3°EDGE/G" FIELD 5EE NOTE 3 25/32" 8d 311EDGE/G" FIELD 208 COrIDITIONED ATTIC WOOD PAINTED GYP BD. PAINTED GYP BD. NON-HACITADLE GYPSUM WALLBOARD 5d cooler5 7"EDGE/ 10" FIELD 209 UI`151\115HED ATTIC ri/A HARDBOARD 8d (TABLE 3.9) PARTICALBOARD PANELS 8d (TABLE 3.9) DRAWING TITLE DIAGONAL BOARD SHEATHING NOTES 1�.WM1618(, X 5-1/4)FROM RIVERHEAD BUILDING SUPPLY. I NG" OR I°X8° 2-8d PER SUPPORT 2.MCR514(1-1/I G X 5-1/4)WALL STEP FROM'.RIVERHEAD BUILDING SUPPLY. I"x 10"OR WIDER 3-8d PER SUPPORT 3,WIND50KONE WOW C00.3 WAN5COTE CAP WITH WOTG WAi'15COTING. SCHEDULES 4.PROVIDF I"X 4"FLAT CA51NG WITH OUTBOARD REVEAL FOR D00R5 AND FLOOR 5 H EATH I N G WINDOWS. STRUCURAL PANELS I" OR LE55 8d G"EDGE/ 1 2" FIELD GREATER THAN I" I Od G"EDGE/G" FIELD SCALE DIAGONAL BOARD SHEATHING DEC.19, 2017 1 'XG" OR 1"x8" 2-8d PER SUPPORT I"x 10" OR WIDER 3-8d PER SUPPORT DRAWING NO. i 155UE51 REVI510N5 lop 61.91 I 110111 01 T_I 1 Q i-O p G r.J j LINE OF DECK ABOVE O_ (3) 2" X 8" TREATED GIRDER TYPICAL INSULATION SCHEDULE: ROOF: 7- 1/2" CLOSED CELL SPRAY-IN � LINE OF DECK FOAM (R-50) _ U ABOVE 0 D U FLOORS: BATT INSULATION (R-22) �\ D O ILI (3) GIRDER TREATED ROOF SUPPORT 1 2" J ° DIA. POURED WALLS: 2 CLOSED CELL SPRAY-IN lD FOAM (R- 1 3) PLUS 3- 1/2" FIBERGLASS _9 CONCRETE PIER ON A GATT (R- 1 5) FOR A TOTAL OF R-28 I (3) 2-X (5 TREATED 24" X 24" X 1 0" DEEP GIRDER w U FOOTING W/ (3) #5 O REINF. BAR _ N N O 12" DIA. POURED w = (3) 2" X 8" TREATE U GIRDER 0 CONCRETE PIER Q — U LINE OF W W 2'-1 O" tJd � U L. PLATFORM E ~ p 0 DECK ABOVE L � 2„ X8„ --- X _ Q — TREATED _ (3) 2 X 8 TREATED 1 N I az@) DECK JOISTS = GIRDER CORNER HOEDOWNS I- @ I G.- O.C. 5Y '51MP5ON' MODEL # TECO TO DBL. N _ - HDQB-5DS3 OR EQUAL (1) D.J. (3) 2" X 8" TREATED INSTALL AS PER MANUF. N 0 ° GIRDER SPECIFICATIONS - TYP. (3)5MARTVENT 1540-5 10 O - CORNER HOEDOWNS BY'SIMPSON' MODEL # LINE OF PATIO AT LINE OF OUTDOOR - GRADE ABOVE SHOWER AND PATIO ' CORNER HOLDOWN5 N a ° ' _ (3) 2" X 8" TREATS HDQB-5DS3 OR EQUAL ABOVE BY 'SIMPSON' MODEL # - GIRDER INSTALL AS PER MANUF. n HDQ8-5D53 OR EQUAL (3)SMARTVENT 1 540-5 10 O w SPECIFICATIONS - TYP. INSTALL AS PER MANUF. N ° ° U SPECIFICATIONS - TYP. CID 4 � O -2 0 0 fYPIC& FOUNbA110N WALI, — �� -- - -- N , > z GH 8'' TNl'„ X 8'-0'' H' FOXY P CONCFTTE - EOUNPATION WP415 KEYLOCKEn TO A CONT. 16" x 8" Muplrp CONCI?M ETG, O j O = In WITH(3) #5 rE1NE, 13Ap5(CONC = LL N 5,000 F9 @ 28 PAY5) TYpIICA 4 N — N — -- — — •. • - ° -- - < - aU FFOF05�P CpAWX 5FACE FL 60 0 °� x 2' S!-AI3 OVLph MII HOLY VPJ'Op C3A �IEf? WOOD ACCE55 DRS. O m N N �a TO CRAWL SPACE -- 4" STEEL COLUMN (2) 2'-0"X 3'-G" (FILLED WITH CONC. ANCHORED TO A 2'-0" X 2'-0" X 1 '-0" DEEP "- - ; --- ( I) 3- I/2° X I I -7/8° 2.OE PARALLAM PSL FOOTING WITH #5 THESE PLANS ARE AN INSTRUMENT OF SERVICE RE-BAR BOTH DI R. - AND ARE THE PROPERTY INFRINGEMENTS WILL BEOPROSE PROF THE SECUTED TYPICAL - __ T Zoi7 ALL RIGHTS RESERVED 0 - �_ I . 2" X 1 2" FLOOR JOIST N - @ I G" O.C. WITH {-R-22 BATT INSUL. Robert I. Brown 9'-9'' �' 8" 9'-8'' 9'-8" 9'-9" Architect, P.C. 20 Bay Ave. Greenport NY CORNER HOEDOWNS ino@ribrownarchitect.com 11 BY '51MP50N' MODEL # 1 "3 �311 II'-7" 4'-10" Ij = �8'-6" 8', ( 1-477-975 2 3 CID HDQB-5D53 OR EQUAL 8'2" 14 1 0 — N INSTALL AS PER MANUF. ' Z SPECIFICATIONS - TYP. �j az I CORNER HOLDOWN5 0 5Y'51MP50N' MODEL # O ITISA VIOLATION OP THE LAW FOR ANY PERSON, • ° - ° 0 HDQB-5D53 OR EQUAL LL P ° lD N INSTALL AS PER MANUF. UNLESS ACTING UNDER THE DIRECTION OFA ° N N SPECIFICATIONS - TYP. LICENSED ARCHITECT,TO ALTER ANY ITEM ON — �1 THIS DRAWING IN ANY WAY.ANY AUTHORIZED All ALTERATION MUST BE NOTED,SEALED,AND X v - 4 ° ' • DESCRIBED N ACCORDANCE WITH THE LAW. N ° � a• �,e ,. a...�..• � ART I. m � WOOD STEPS o v C LINE OF PLATFORM 11' N FICAL FOUNnA110N WALL 8" THI: X 8'-0" HIGH rOXFp CONCpETE CORNER HOLDOWN5 ABOVE -- °, :: •, EOUNPATION WALL5 KEY_OaFP TO A BY 'SIMPSON' MODEL # • °� CON1 16" X 8" rOUr1=C CONCRETE ETG. HDQB-5DS3 OR EQUAL s ; WITH(3) #5 C LINT CABS(CON _ -LINE OF WOOD STEPS INSTALL AS PER MANUF, y>.,;; = /�` N ° TO MAIN ENTRY ABOVE SPECIFICATIONS - TYP. 0.. >,000 P51 @ 28 PAY5) TYrICA- - CLIENT/OWNER 5'-G" X 7'-0" CONCRETE RAM IFABOVE - SLOPE JEFF AND CAROL N DN TO GRADE LINE OF POURED OAK _ UNTXCAVATFP CONCRETE APRON o 9F COWACTFP CLEAN C3ACq'LL ABOVE N • 4 A5�EQu1nEC�FOp G,�� r 5LAG PROJECT TITLE A�ovE j ffOIUNDATION FLAN j SCALE. 4 — 1 '-0" NEW RESIDENCE 155 LAKE DRIVE SOUTHOLD, NY CID CORNER HOLDOWN5 BY 'SIMP50N' MODEL # ° HDQB-5D53 OR EQUAL INSTALL AS PER MANUF. i DRAWING TITLE SPECIFICATIONS - TYP. L4 � — — --- FOUNDATION PLAN CORNER HOLDOWN5 u BY '51MP50N' MODEL # HDQ5-5D53 OR EQUAL 21 INSTALL AS PER MANUF. DEC.19, 2017 SCALE 1�q�� = 1�-0���SPECIFICATIONS - TYP. c, ^ - DRAWING NO, Vi, 12'40 - - ------ - --- - -- -- -- �9 -- - Aff IX EXI5fiNl�OVCF'ALL I, � i 79'-II" ISSUES/REVISIONS OVr FINIL 12' 01 t -- 0 i PROVIDE PLUMBING AND ELECTRICAL ROUGHING FOR FUTURE OUTSIDE HOT TUB � Q 0 LINE Or COOP AI30V� <TTICA-) O � DECK 4" X 4" MAHOGANY L. 8.4' ----- - .. I G'-G" 8 -7 - -- 6 8 -2 8'-2" �'-1 G_ "—40 3UlLT-IN 6ANQUci LIN Or rOOF O D DN SATING AI30VC (TYr'ICAL) O SCREENED PORCH O j O9 CORNER HOLDOWNS -5" X 4" MAHOGANY OVER • BY'51MP5ON' MODEL SCREENS 3 O # HDQ8-SD53 OR CORNER HOEDOWNS EQUAL INSTALL AS I 1 5 BY 'SIMPSON' MODEL # _ PER MANUF. L. 8.4' HDQ8-5D53 OR EQUAL SPECIFICATIONS - TYPICAL INSULATION SCHEDULE: = INSTALL AS PER MANUF. (2) I -3/4" x l l -7/8 2.OE O 7 SPECIFICATIONS - TYP. ROOF: 7- 1/2" CLOSED CELL SPRAY-IN MICROLLAM LVL w/ 1/4" tl I �P- FOAM (R-50) STONE PATIO p EL. 5.0' - - FLOORS: GATT MICROLLAM wl 1ATT INSULATION (R-22) ( ) I - x I I -7/ " O OLLAM LVL /4" stl pl - -' (2) I -3/4" x I I -7/8" 2.0E — , WALLS: 2" CLOSED CELL SPRAY-IN 9' �" Ml(-KULLAM LVL (2) I -3/4" x I I -7/8" 2.OE FOAM (R- 13) PLUS 3- 1/2" FIBERGLASS (2) 1 -3/4" x 1 1 -7/8" 2.OE GATT (R- 1 5) FOR A TOTAL OF R-28 KITCHEN i MICRO LVL O O MICROLLAM LVL D I I -7/8" TJ 1 3 GO @ O I G" O.C. -- 109 001 e w EL. 1 0.8' 001 O ASTER BEDROOM U IN o I I 0 - - - —�EL. G.O \s [� r ISLAND KITCHEN P7 516N LINE Or r'OOF 13Y OT1 I�r5 - __ GAS FIR PLACE - A30V� (TYr ICAL) � 5 XG -8" 8'-6" 5 'Il" O LIVING ROOM d [k I 1 -7/5" TJI 3GO @ ,J m I G" O.C. � 30" H. WALL 108 `- z EL. G.5' —41 BILLIARD ROOM 6' O" N 6'-O" ' 16''O" THESE PLANS ARE AN INSTRUMENT OF SERVICE / LIBRARY -'" AND ARE THE PROPERTY OF THE ARCHITECT. ' 1707 -61 1L 8 9 �J''�" O N INFRINGEMENTS WILL BE PROSECUTED - a LIN Or �O � — � EL. l 0.8 � WET I 2017 ALL RIGHTS RESERVED ° A[3 V� (1Y A ) 6 BAR ( __- - — CL. CL. ( m L.!N� OF 1200r 103 6 I� _ III -- 112 N Azov (TYr1CeL) - ,� — 20 j .? __ ,, u DN 7 R. AT 7 2° R DR' WASH DRY Robert I. Brown b _ I OG « UP Architect P.C. CORNER HOEDOWNS � 12'2" , BY'SIMPSON' MODEL # I6'-11, -G" LAUNDRY HDQB-SDS3 OR EQUAL I 17 z BUILT IN MASTER BATH 20,5 Bay Ave. Greenport NY INSTALL AS PER MANUF. F_ 0 105 --T�— - - - 1 �t 1nT0@ribrownarchitect.com SPECIFICATIONS - TYP. 6-2" -' O m 6 -�" 2G'-1 _Z 21 0 631-477 9752 15 40 13 � ENTRY FOYER N HALLWAY - Ell 4 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, DN 104 1 0 1 UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON 2R. EL. i 0.8' CORNER HOEDOWNS THIS DRAWING IN ANY WAY.ANY AUTHORIZED - ---- --''— - -- O BY'51 M P50N' MODE L # ALTERATION MUST BE NOTED,SEALED,AND o� _ HDQB-SDS3 OR EQUAL DESCRIBED IN ACCORDANCE WITH THE LAW. 2,5 CAfv, 61ARA6� O DN U Q INSTALL AS PER MANUF. 2R SPECIFICATIONS - TYP. Cp) �t" pOUI?�b CONCI2�TE 5LA13 W T1 l — 5' 6" X 6" 10 GAUGE W W. M�5H f MF, ON A MACHINE COMPACSP SANP 13A5� 95% r7�N51TY PITCH 5LAI3 1/8" F F, FOOT-rOWAre O.H. noor,5 z LINE Or r1OOr A6OV� (TY�ICAL> a GARAGE 3 0 EL. 0.3' SLOPE DN U CLIENT/OWNER TO GRADE N<C�2 - EFF AND CAROL OAK fIR5T f= LOOK PLAN U 3 SCALE: a = 1 '-0" PROJECT TITLE QO NEW RESIDENCE U � co 155 LAKE DRIVE ° LINE OF roo� SOUTHOLD, NY A[�OV� (TYFICAL) a DRAWING TITLE CORNER HOEDOWNS FIRST FLOOR PLAN BY 'SIMPSON' MODEL # 9 HDQB-SDS3 OR EQUAL 6'-9" -7'-8" 6'-" " INSTALL A5 PER MANUF. SPECIFICATIONS - TYP. 5'-611 DEC.19, 2017 SCALE1/4" = i-o1,T 26'- 10 OF DRAWING NO. + A4 EXISTING OV�rALL i 155UE5 REVISION5 -7i' OV�FAI 8'-2" 161,5 1 2'-/" 12'_O" 12'_O" 2'-8'1 3'-01 01 �Ool_, �O, �O, FO, CO. �O, Q Q . 01 v � LINE OF ROOF LINE OF I st FLOOR LINE OF SCREENED BELOW Q EXTERIOR WALL BELOW PORCH WALL BELOW LINE OF 5CREENE1D PORCH ROOF BELOW 0 0 0 o - Q N 0 N V N Q V N N � ((� N _ N i O U O U_ W U - 0 U LL LINE OF 15tFLOOR XqP0 XOLL- L X0 ~ EXTERIOR WALL BELOW = N L/ _2 = 0 (D LINE OF I st FLOOR 2'-�" O' cv _ 2' l l -�" O'-1I , 2 _ 2'-8" 7'-8" N — 2 _8 EXTERIOR WALL �/ -- -- -- BELOW LINE OF ROOF BELOW Eli LINE OF ROOF BELOW oe Ih'-O'1 m � to m to m Ir 0 0 - - BEDROOM FAMILY ROOM/ SUITE 5TUDY 20I 0 w 205 0 d BEDROOM Q LLUL w OI- 0 -- L- L0 SUITE X LL _ X0u- _ [L o Wu NB_/ � o N 2 � 2 206 LINE OF ROOF BELOW 00 X 0 00 0 RIDGE ° 29 O 0 0 N 0 28 MAHOGANY O O RAILING - 1 =� _ DBL. R F X — 1 -— t= O RAFTE N aU 0 5H. O LL W U _ �. 22 - 0 D N x0 � 0a � - 0 M 2� N N 9 (2 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE LINE OF 15t FLOOR f/O i BATH ROOM 1 AND ARE THE PROPERTY OF THE ARCHITECT. EXTERIOR WALL I NDITION f -6 / INFRINGEMENTS WILL BE PROSECUTED BELOW 1 ATTIC 5TORAG I 204 ) 206 - W r 2'-� " 2017 ALL RIGHTS RESERVED Au 2� 20 N F � 2l' P�7( w w w - — -- - —T CONDITIO E >1 ��� ATTIC STORAGE _ z M JP M - Robert I. Brown 0 CEDAR CL05ET N 6 O Architect, P.C. 209 LINE OF 1st FLOOR �I O --- ----- ---EXTERIOR WALL zo Bay Ave. Greenport NY Lu •� FLOW _ �, in?o@ribrownarchitect.com LINE OF ROOF < L - BELOW 631-477-9752 � GAS BOILER O LINE OF ROOF BELOW 0 (VENT TI1RU v Q K O 0 v 25 2 10 ROOF) `p IT IS A VIOLATION OF THE LAW FOR ANY PERSON, - UNLESS ACTING ER THE DIRECTION 0 _ LICENSED ARCHITECT,TO ALTER ANY ITEMFON — 0 INDIR UNCONDITIONED x FIRED 8 O THIS DRAWING IN ANY WAY.ANY AUTHORIZED 1 IAl z -a 2'- 2'-Oi ALTERATION MUST BE NOTED,SEALED,AND ATTIC 5TORAGE N GAL. WA 3' 3' 3' ol DESCRIBED IN ACCORDANCE WITH THE LAW. 2 1 1 HEATER MECHANICA ROOM � -Oil E_ RI DGE iV rE TYPICAL INSULATION 5CHEDULE: �. ROOF: 7- I/2" CLOSED CELL SPRAY-IN ` •� " y FOAM (R-50) N Iu OLu FLOORS: BATT INSULATION (R-22)LL T L WALLS: 2" CLOSED CELL SPRAY-IN FOAM (R- 1 3) PLUS 3- 1/2" FIBERGLASS �- BATT (R- 1 5) FOR A TOTAL OF R-25 LINE OF 15t FLOOR 0 EXTERIOR WALL 0 U CLIENT/OWNER BELOW 0 - j, S ECO N D ELOOK PLAN X - SCALE: = 1 '-0" JEFF AND CAROL NU OAK LINE OF 15t FLOOR EXTERIOR WALL BELOW PROJECTTITLF. NEW RESIDENCE 155 LAKE DRIVE SOUTHOLD, NY DRAWING TITLE SECOND FLOOR PLAN OVA�I, DEC.19, 2017 SCSCALE1/4" = i-o"' DRAWING NO. Fez: i 155UE5/REV1510N5 DECK BELOW LINE OF SCREENED PORCH WALL BELOW (TYPICAL) SCREENED PORCH ROOF _ LINE OF I5T FLOOR _ BELOW — --- -- ------------ OUTSIDE WALL BELOW _ (TYPICAL) C ui LINE OF 2ND FLOOR LINE OF 2ND FLOOR OUTSIDE WALL BELOW OUTSIDE WALL BELOW LINE OF 15T FLOOR (TYPICAL) (TYPICAL) OUTSIDE WALL BELOW (TYPICAL) - -- -- ----- --LINE OF CHANGE IN —ROOF PITCH - ------ - -------------- -- --- ----------------------------------------- - ------------ THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED LINE OF 15T FLOOR OUTSIDE WALL BELOW 2017 ALL RIGHTS RESERVED RIDGE (TYPICAL) 1 - I ST FLOOR i SHED ROOF BELO DORMER -- - -- — -- -- _ Robert 1. Brown RIDGE Architect, P.C. ao Bay,Ave. Greenport NY - -- LINE OF 2ND FLOOR in�o@ribrownarchitect.com L OUTSIDE WALL BELOW--------- �<< --- (TYPICAL) -- -- ---- w 631-477-9752 ,P ___ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ��,� ��� 9�� �,� 9� UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY.ANY AUTHORIZED IL ______ P ALTERATION MUST BE NOTED,SEALED,AND 0 ------ DESCRIBED IN ACCORDANCE WITH THE LAW. L F�ED n Pay �✓2- ,�. ,u-yll �." �<` LINE OF 1 5T FLOOR OUTSIDE WALL BELOW �T• 3`J (TYPICAL) CLIENT/OWNER RIDGE JEFF AND CAROL ROOF BELOW - OAK PROJECT TITLE NEW RESIDENCE 155 LAKE DRIVE R O O P PLAN SOUTHOLD, NY -------------- � SCALE: '-�" = I '-O" DRAWING TITLE LINE OF OUTSIDE ROOF PLAN WALL BELOW (TYPICAL) DEC.19, 2017 SCALE " 1, "' 1/4 = -0 DRAWING NO. ISSUES REVISIONS Jb 40 YEAR ASPHALT ROOFING (TIMBERLINE ULTRA) OVER 30 LB ---------- 5 FELT ON b,, CDX PLYWOOD SHEATHING Tyr. 40 YEAR ASPHALT ——------------- - --- - _ - / _ --- �I - ROOF ING (TIMBERLINE ULTRA) OVER 30 LB15 FELT ON " CDX 40 YEAR ASPHALT -PLYWOOD SHEATHING T N - - -_ - TYF' ROOFING (TIMBERLINE \Z) ULTRA) OVER 30 LB FELT ON CDX PLYWOOD SHEATHING Tyr. I X G" FRIEZE DID. (TYPICAL AT EAVE AND --:-PAKff-) -4-TYPICAL SIDING.- 0 STAINLESS STEEL CABLE PRE DIPPED RAILING SYSTEM WITH A WHITE MIN. Off 30 HIGH AND TYPICAL SIDING: E 'MAIDEC' L PRE DIPPED2-L CEDAR SHINGLES_ MAX. Of 3 " CABLE SEPERATION - TYPICAL 'MAIE3f-C' WHI- -=CEDAR SHINGLES RAMP TO - ---------- GARAGE SOUTH WEST (fRONT) ELEVATION SCALE: 4" THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED Robert I. Brown 40 YEAR ASPHALT Architect, P.C. ROOFING (TIMBERLINE ULTRA) OVER 30 L5 20 Bay Ave. Greenport NY FELT ON CDX _ A TYP. \ in?o@ribrownarchitect.com PLYWOOD SHEATHING631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. �TYPICAL SIDING: —TYPICAL SIDING: FIM PRE DIPPED PRE DIPPED —'MAIE3EC' WHITE MAIE3EC' WHITE _CEDAR SHINGLESA�� ' 40 YEAR ASPHALT 0 CEDAR 5HINGLE51 ROOFING (TIMBERLINEGf ULTRA) OVER 30 LB 2, ZZ FELT ON " CDX 15 PLYWOOD SHEATHING-5 's) Tyr. ( FIN. FL. EL. 20,00 TYPICAL SIDING- ----------------------- FIRE DIPPED 'MAIBEC' V ITE CLIENT OWNER CEDAR SHINGLES JEFF AND CAROL OAK STAINLESS STEEL CABLE RAILING SYSTEM WITH'\A\ —TYPICAL 51DING: MIN. OF 30' HIGH AND -LIH _PR,If DIPPED 2 MAX. OF 3 '" CABLE MAIBEC' WHITE CEDAR SHINGLES- 5EPERATION - TYPICAL PROJECT TITLE o NEW RESIDENCE Ll oe - - - - - - - - - - - - - - - - - - - -- - - --- - - - - - - - - 0 0 1/ PIN. F L. 155 LAKE DRIVE SOUTHOLD, NY GRADE EL. 8.0' DRAWING TITLE T.C. SLAB (CRAWL PAC EL. G.0' ELEVATIONS SCALE DEC.19, 2017 1/4" = l'-0 EL. 0.0' DRAWING NO. 155UE5 KEV1510N5 40 YEAR ASPHALT ROOFING TIMBERLINE —ULTRA) OVER 30 LE3 _—FELT ON 5,, CDX PLYWOOD SHEATHING TYP. 40 YEAR ASPHALT DLIH ROOFING (TIMBERLINE ULTRA) OVER 30 LBF1 FELT ON 5" CDX PLYWOOD SHEATHING 40 YEAR ASPHALT 0( TYP. ROOFING (TIMBERLINE ULTRA) OVER 30 LE, FELT ON b 5,, CDX PLYWOOD SHEATHING TYP. FIN. FL. EL. 20.90 ——--- ------ - ----------- TYPICAL 51DING: FIRE DIP I ED 'MAI 15EC WHITE ----TYPICAL SIDING:— STAINLESS STEEL CA CEDAR HINGLES --PRE DIPPED RAILING SYSTEM WITH A 2 'MAIDEC' WHITE LIDE MIN. OF 30 HIGH AND CEDAR SHINGLE MAX- Of 3 J` CABLE 5EFERATION TYPICAL FIN. FL. EL. 10.8' --- --------- --- -- -------- (2) 2'-0" x 3'-G" WD. 1)K5. 1`0P, CPAWL 5FACE ACCESS Ll G.01 T.O. SLAB (CRAWL SPACE) EL. G.0' E L. 5.0' NORTH EAST (REAR) ELEVATION SCALE: -4L" _ !'-O" �L., v THESE PLANS ARE AN INSTRUMENT OF SERVICE E L. (D.0' AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED Robert I. Brown Architect, P.C. 40 YEAR AS P H ALT Ave. Greenport NY ROOFING (TIMBERLINE 20? Bay, ULTRA) OVER 30 LB FELT ON " CDX in (o@ribrownarchitect.com 5 5 PLYWOOD SHEATHING 631-477-9752 TYP. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. 11 1 ___40 YEAR ASPHALT ROOFING (TIMBERLI NE ULTRA) OVER 30 LB FELT ON 5,, CDX PLYWOOD 12 Z5 3 SHEATHING - TYP. —40 YEAR ASPHALT ROOF-I NG —(TIMBERLINE ULTRA) OVER 30--___ LB FELT ON CDX PLYWOOD _SHEATHING - TYP. CLIENT OWNER T PICAL SIDING- JEFF AND CAROL RE DIPPED ® � ® OAK STAINLESS STEEL CABLE AIE3EC' WHITE RAILING A MIN. 30 HIGH AND EDAR SHINGLE MAX. CABLE SEPARATION OF PROJECT TITLE 3 "' (TYPICAL). 2 NEW RESIDENCE 155 LAKE DRIVE O TE)UUK t) Wr-K:CE SOUTHOLD, NY top of foundation 8.2 RAMP FROM DRAWING TITLE GARAGE TO GRADE ELEVATIONS DEC.19, 2017 SCALE 1/4" = 1'4" EL. 0.0' DRAWING,NO. Bft ------------- ISSUES/ REV1510N5 12 12 � \� RIDGE TYPICAL INSULATION SCHEDULE: 12 RI DGE ROOF: 7- 1/2" CLOSED CELL SPRAY-IN 511 FOAM (R-50) 12 3 I/2 FLOORS: GATT INSULATION (R-22) - ---- _____ 2 X \0„ R06�O G• WALLS: 2" CLOSED CELL SPRAY-IN FOAM (K- 1 3) PLUS 3- 1/2" FIBERGLASS __ T BATT (R- 1 5) FOR A TOTAL OF R-28 ) 2" x G" R O PKT. DR. :fl Q FINISHED ATTIC UNFINISHED ATTIC STORAGE STOR. PLYWOOD FLOORING — HARDWOOD 12 FLOORING I I -7/8" TJI 3G0 @ I G" O.C. M.L. FLOOR JOISTS @ 1 G" O.C. 8'i \_R-22 BATT INS. BETWEEN FLO RS (TYP) F771 CORNER OF WALL TYPICAL DECK RAILINGS: - BEYOND STAINLESS STEEL CABLE RAILING SYSTEM WITH A BILLIARD ROOM / LIBRARY MIN. OF 30 HIGH AND HARDWOOD FLOORING co MAX. OF 3 -" CABLE SEPERATION - TYPICAL Ll I I O 2 CA12 GAFF FOlpFP CONCr,�S 5LA6 WITH 6'' X 6'' 10 GAUGE WW. MF5H ON A MACHINE COM[`ACT�P 5ANI� I3A5� EL. 10.(5' 95% 7�N511Y PITCH 5LAL3 I/8" pip -- OUTDOOR SHOWER: HOOT 1'OWA"CP O,H, P00p5 -- T G CEDAR 2" X 1 2" FLOOR TS - top of foundation 6.7 OC H R-22 B . IN5pJL. fin.grade 8.0 -- 2" x " P.T. SILL CRAWL SPACE (TYP CAL) 2" POURED CON G. SLAB OVER G MIL. VA OR BARRIER 11'pICAL �OUNbA1"ION WALL EL. G.0' EL. G.O' 8" THI X 8'-O" N GN rOUpE P CONCpI;T� FOUNDATION WALL5 KEYLOCKEP TO A a EL. 5.0' CORNER OF WALL BEYOND ------- --------------- CONT, 16'' X 8'' r0UF5P CONCrTTL FTC, WITH(�) #5 r�INF, I3AJ?5(CONC, - d 1,000 r51 @ 28 PAY5) TWICAL O 4 d j L_ d EL. 0.0' THESE PLANS ARE AN INSTRUMENT OF SERVICE SE C T 1 O N 'A — AI AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED SCALE: 4' = 1 '-0" 2017 ALL RIGHTS RESERVED TYPICAL_ INSULATION SCHEDULE: 2 X 12 RID ------------------------ -- ROOF: 7- 1/2" CLOSED CELL SPRAY-IN " GE BOARD Robert I. Brown FOAM (R-50) Architect, P.C. FLOORS: BATT INSULATION (R-22) 12 12 0°�,OG 20 Bay Ave. Greenport NY WALLS: 2" CLOSED CELL SPRAY-IN �o� .� info@ribrownarchitect.com FOAM (R- 1 3) PLUS 3- 1/2" FIBERGLASS BATT (R- 1 5) FOR A TOTAL OF R-28 631-477-9752 2" X 10" CEIL. JOISTS 2" X 12" RIDGE BOARD 12 @ I G" O.C. IT IS A VIOLATION OF THE LAW FOR ANY PERSON, 5 �OO� (�, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. - - _ CORNER OF TYPICAL EXTERIOR WALL: WALL BEYOND PRE DIPPED 'MAIBEC' WHITE I CEDAR SHINGLES OVER �'DD HOUSE WRAP ON ' CDX � >� BEDROOM BATH 00 8 �. �r TILE PLYWOOD SHEATHING OVER HARDWOOD FLOORING 2"x 10" ROOF ( 2" X G" STUDS AT I G' O.C. 1 P.AFTER @ I G" O.C. I i' XII 7 2"x 10" ROOF RAFTERS (2) -� � 2.OE 12 SCREENED 3 I/2 �" / MICROLAM LVL �. - @ I G" O.C. (TYP.) PORCH BEYOND N j . FL. EL. O.J G /� // -_-- ----- � -- FIN. 2 I I -7/5" TJI 3GO @ I G" O.C. 2"x G"SOFFIT FRAMING CLIENT/OWNER (2) I -4'X I I -8' 2.0E MICROLAM LVL Wl a" 5TL. PLATE 1"X G" FRIEZE CORNER OF BD. JEFF AND CAROL TYPICAL DECr. RAILINGS: WALL BEYOND 5TAINLE55 STEEL CABLE HALLWAY CORNER CF OAK RAILING SYSTEM WITH A _ LIVING ROOM - HARDWOOD HARDWOOD FLOO ING WALL BEYOND MIN. OF 30" HIGH AND 6, FLOORING MAX. OF 3 2" CABL_F_ PROJECT TITLE 5EPERATION - TYPICAL KITCHEN CAB / BEYOND —/ NEW RESIDENCE FIN. FL. EL. i 0.8' 155 LAKE DRIVE - -- 2" X 12" FLOOR JOISTS @ I G" OC WITH R-22 BATT. IN5UL. SOUTHOLD, NY ( 1 ) 3- 1/2" X 1 1 -7/8" 2.OE -- PARALLAM P5L T.O. GRADE EL. 8.0' CRAWL SPACE 2" POURED CONC. OVER A G DRAWING TITLE MIL. VAPOR BARRIER T.O. SLAB (CRAWL SPACE) SECTIONS TTIC& FOUNPAWN WALE 4" STEEL COLUMN (FILLED EL. G.O' d ' won 8" MK,X 8'-o" NIGH FOUTP CONCpCTF, WITH CONC. ANCHORED TO A L. 3.G' momn-mmom 2'-0" X 2'-0" X 1 '-0" DEEP °d FOUNDATION WALL5 YLILOCKSD TO A FOOTING WITH #5 RE-BAR O Conk, i6" X 8" pOUH�P CONCFIM F1"G, BOTH DIR. - TYPICAL z WITH(5) #g rLINF 13AH5(CONC - SCALE 3,000 r51 @ 28 PAYS) TYrICP(. DEC.19, 2017 1/4" = i-o" EL. 0.0' EL. 0.0' DRAWING NO. SECTI ON 'B - B' SCALE: 4" = 1 '-0" i 155UE5/REVISIONS 2" X 1 2" RIDGE BOARD 12 12 1 2 �\�pp�0 12 TYPICAL INSU_ L4,TION SCHEDULE: C) KOOC V'' Ni5-TYp!CF� 3" poor VrNT5-TYFICA � ROOF: 7- I/2" CLOSED CELL SPRAY-IN kOO� FOAM (R-50) _ 2" X 1 O" CEIL. JOISTS FLOORS: BATT INSULATION (R-22) 5 12 �l @ I G" O.C. pOFO G. BATHROOM WALLS: 2" CLOSED CELL SPRAY-IN \�@ \6 FOAM (R- 1 3) PLUS 3- 1/2" FIBERGLASS 204 BATT (K-1 5) FOR A TOTAL OP K-28 2' 2" BEDROOM SUITE = BATH 2 2 HARDWOOD FLOORING TILE 11 21' % 2" 2" i,/'V. SINK �D CORNER OF V= 2 12 WALL BEYONDROOF RAFTERS .C. (TYF.) 3 I/2 2 nd FLOOC? sHow> p 5-ovvU1 _-- i 0c L. 2' �I CO, I%2" @ 1 1 -7/5" TJI 3G0 @ 1 G" O.C. %I/ 2° 2"X 8"CEIL. JOISTS @ I G" O.C. 2" �_ _ MASTER BATH �'l -- '4'1 113 41-011 2" KITCHEN CORR WALL: LAUNDRY WALLLIBE OND PRER Of E D PPED 'MACAL OI EC' WHITE „ 109 __ CEDAR SHINGLES OVER 2 I O5 PWDR. 2„ 2" - SREENED PORCH MASTER BEDROOM CL. MASTER BATH HOUSE WRAP ON 8" CDX 2„ RM. ro - _ 5" X 4" MAHOGANY DECKING ° HARDWOOD FLOORING TILE PLYWOOD SHEATHING OVER %2" 1%Z" 2 106 OVER SCREENS 2" X G" STUDS AT I G" O.C. LL 2" PRAY'IN FOAM (RWITH 2" CL05ED E13) AND V!C, 21' WA5H, bd,C 3- 1/2" BATT INSUL. (R- 1 5) TUC3 SHOWI t? �1r1 FOR A TOTAL OF R-28 �L St OOI' FIN. FL. EL. 10.8' FIN. FL. EL. 10.8' 2" 2" 2" X 1 2" FLOOR JOISTS 3" %2" I%2" 2'1 /2" 2"X 8" CO. TREATED DECK JOISTS @ WITH T.O. GRADE EL. 9.0' CIO. C.G. C 0 @ I G" O.C. R-22 BATT. INSUL. ( 1) 3- 1/2" X 1 1 -7/8" 2.OE PARALLAM P51- T.O. GRADE EL. 7.0' CRAWL SPACE C O 2" POURED CONC. OVER A G q" T.O. SLAB (CRAWL SPACE) _ _ MIL. VAPOR BARRIER T.O. SLAB (CRAWL SPACE) EL. G.O' O z O z -----------_-- - — EL. G.O' TYPICAL FOUNPAVON WALL �_. 8'' TH', X 8'-0'' NIGH FOUFce CONCFM FoUNb/TION WAI-L5 KSY oar;n TO A P� UMNN6 P,15�F PIARAM CONT. X 8'' FOUF�P CONCFT I'F FTG C. I TO WITH(3) #5 F?5 NF, GAK'5(CONC, = SCf�1iC Sr'S1EP,'i a 3,000 F'9 @ 28 P/Y5) Tl'HIC/I, NO 5CALF EL. 0.0' � EL. 0.0' SE C T 1 O N 'C - C THESE PLANS ARE AN INSTRUMENT OF SERVICE SCALE: 4" = 1 '-0" AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED 2017 ALL RIGHTS RESERVED 2" X 12" IDGE BOARD Robert I. Brown �' ---- - - ---- -- - Architect, P.C. ATTIC 205 Bay'Ave. Greenport NY TYPICAL INSULATION SCHEDULE: lnt?o@ribrownarchitect.com 631-477-9752 ROOF: 7- 1/2" CLOSED CELL S P RAY-I N ---—— ----------I---— --- - 2" X 1 0" CEIL. J015TS @ I G" O.C. V 2" X 1 O" CEIL. JOISTS @ 1 G" O.0 r- �2" X I O" CEIL. JOISTS @ I G" O.0 T FOAM (R-50) 2" X 1 2" RIDGE BOARD FLOORS: BATT INSULATION (K-22) '8 J� IT IS A VIOLATION OF THE LAW FOR ANY PERSON, "'777 SLOPED CEILING BEYOND SLOPED CEILING BEYOND—//J� SLOPED CEILING BEYOND---.// SLOPED CEILING BEYOND UNLESS ACTING UNDER THE DIRECTION OFA WALLS: 2" CLOSED CELL SPRAY-IN LICENSED ARCHITECT,TO ALTER ANY ITEM ON FOAM (K- 1 3) PLUS 3- 1/2" FIBERGLASS THIS BATT (K- 1 5) FOR A TOTAL Of R-28 ALTERATION MUST NOTED, ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND +i DESCRIBED IN ACCORDANCE WITH THE LAW. L;;j i, L===j 11 L] �L_l 12 -- FINISHED ATTIC STORAGE FAMILY ROOM / 5TUDY BEDROOM J1 BEDROOM 8 % 2' x 10 ROOF RAFTERS �I 12 HARDWOOD FLOORING HARDWOOD FLOORING HARDWOOD FLOORING HARDWOOD FLOORING 3 1/2 @ I G" O.C. (TYP.) J s�z,% 1 1 -7/8" TJI 3GO @ I G" O.C. 1 1 -7/8" TJI 3GO @ 1 G" O.C. 1 1 -7/8" TJI 3GO @ I G" O.C. 1 1 -7/8" TJI 3GO @ 1 G" O.C. 8' EDGE OP WALL CLIENT/OWNER �y BEYOND D --- E BED M JEFF AND CAROL H WO FLODRING KITCHEN L HARDWOOD OAK LIVING M FLOORING HARDWCO FLOG co PROJECT TITLE BILLIARD KM. / LIBRARY HARDWOOD FLOORING z NEW RESIDENCE FIN. FL. EL. 10.8' FIN. IFL. EL. 10.5' ---------------------- -------- �� 2" X 12" FLOOR JOISTS -- 2" X 12" FLOOR JOISTS 155 LAKE DRIVE G�✓ Vv'!T{# @ I G" OC WITH (I) 3- 1/2" X I I -7/8" 2.OE PARALLAM PSL SOUTHOLD, NY K-22 BATT. INSUL. R-22 BATT. INSUL. T.O. SLAB AT BOTT. OF CORNER OP FDN. CRAWL SPACE CORNER OF T.O. GRADE EL. 7.5' STAIRS EL. G.5' WALL BEYOND 2" POURED CONC. OVER A G PDN. WALL MIL. VAPOR BARRIER BEYOND a° DRAWING TITLE T.O. SLAB (CRAWL SPACE) •° ° T.O. SLAB (CRAWL SPACE) EL. G.0' — - ° EL. G.0' SECTIONS ° TYPICAL FOUNPA-10N WALI- 5U KV EY) 8" 1W X 8'-0" NIGH 1'OUf?�t7 CONCpSTE NOTE: ° NOTE: PROVIDE DOUBLE 3 1/2" dra. STEEL LALLY FOUNt7/TION W&I-5 K\N OCK�P TO A BOTTOM OF ALL MICKOLAM JOISTS UNDER ALL COLUMNS ON 30" X 30" X 8" X I G" POURED CONIC. FOOTINGS SHALL BE 3'-0" PARALLEL PARTITIONS, ABOVE 1 2" DEEP CONCRETE PIER TO BEAR GIRDER CONT, 16" X 8" pOUp�CJ CONC�CTL FTG, (MINIMUM) BELOW AND AROUND STAIR OPENINGS. FOOTINGS (TYPICAL) WITH(3) #5 FMF 1W,5(CONC, - SCALE EXISTING GRADE AND PROVIDE BRIDGING @ MID SPAN 3,000 C 51 @ 28 PAY5) TYPIC/L DEC.19, 2017 �� � ��� EL. O.O' SOIL 1/4 = 1-0 BEAR ON UNDISTURBED ______ OF ALL JOISTS (8'-0" MAX.) EL. O.O' SE C T I O N 'D - D' DRAWING NO. SCALE: 4" I i -- 155UE5/ REV1510N5 a , d ° a ,d 4 • d • ELECTRICAL SYMBOLS LIST SINGLE POLE SWITCH • d 3 WAY SWITCH d DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER / DUPLEX RECEPTACLE THESE PLANS ARE AN INSTRUMENT OF SERVICE DUPLEX RECEPTACLE (CEILING MTD. FLUSH) AND ARE THE PROPERTY OF THE ARCHITECT. / INFRINGEMENTS WILL BE PROSECUTED \ DUPLEX RECEPTACLE (WATERPROOF) Vvp _ _ _ _ _ �_ _ _ _ _0 _ _____ _ ______ _ _ __-0_ _ _ _ _ 2017 ALI.RIGHTS RESERVED d DUPLEX RECEPTACLE (FLOOR MTD. FLUSH) SURFACE MOUNTED FIXTURE FFd RECESSED LIGHT FIXTURE 0 \ \ WALL MOUNTED FIXTURE 0 , Robert I. Brown Architect, P.C. \ WALL MOUNTED FIXTURE (WATERPOOF) WpQ-{a \ _ _ i 20S Bay Ave. Greenport NY \ d UNDER CABINET LIGHT FIXTURE into@ribrownarchitect.com — — -- d 631-477-9752 FREEZE PROOF HOSE BIB x — d _ IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION• ♦ ° °' ° APPLIANCE RECEPTACLE ® LICENSED ARCHITECT,TO ALTERE ANY ITEM THIS DRAWING IN ANYWAY.ANY AUTHORIZED ° I--- COMPUTER/ CABLE TV © ALTERATION MUST BE NOTED,SEALED,AND ° a ° • DESCRIBED IN ACCORDANCE WITH THE LAW. SMOKE DETECTOR SD , ♦d • 4 CARBON MONOXIDE DETECTOR CO E�;!W AFn/ ,,l�^ -- _ THERMOSTAT T0000 �1 EXHAUST FAN A 1:8 NOTE: �� ALL BATH, KITCIIEN, EXTERIOR OUTLETS TO BE ON G.17.1. CLIENT/OWNER ALL RECESSED LIGHTS 5HALL BE ON DIMMERS JEFF AND CAROL OAK PROJECT TITLE j EOUNDATION ELECTRICAL PLAN SCALE: 4" = I NEW RESIDENCE 155 LAKE DRIVE SOUTHOLD, NY d DRAWING TITLE: d • SECTIONS d DEC.19, 2017 SCAIE 1/4" DRAWING NO. i 15SUE5/ REV1510N5 — _--- PROVIDE PLUMBING AND ELECTRICAL ROUGHING FOR FUTURE OUTSIDE HOT TUB --------------- vvp - - -- - --- - -- - - - - - E LECT ICI CA L WP `� I 115 , SYMBOLS LIST _ , - I \ --- wr WP \ - / Wr • SINGLE POLE SWITCH / 3 WAY SWITCH 1 77 DUPLEX RECEPTACLE WITH GROUND / f FAULT CIRCUIT INTERRUPTER @Grl DUPLEX RECEPTACLE I - 1 109 i SO DUPLEX RECEPTACLE (CEILING MTD. FLUSH) WP \1 GFI MASTER BEDROOM DUPLEX RECEPTACLE (WATERPROOF) Wp � qp \� 110 • ° \� �� _____ _ _ �) — DUPLEX RECEPTACLE (FLOOR MTD. FLUSH) i - , C / ' �-�( THESE PLANS ARE AN INSTRUMENT OF SERVICE WF / SURFACE MOUNTED FIXTURE AND ARE THE PROPERTY OF THE ARCHITECT. • • / INFRINGEMENTS WILL BE PROSECUTED RECESSED LIGHT FIXTURE O 2017 ALL RIGHTS RESERVED WALL MOUNTED FIXTURE 0- i / — GFi I WALL MOUNTED FIXTURE (WATERPOOF) WPO { _ T. UNDER CABINET LIGHT FIXTURE Robert I° Brown _ FREEZE PROOF HOSE BIB x-- Architect, P.C. P 07 _ F-,r A T 103 / 1 1 1 11 2 1 205 Bay Ave. Greenport NY O APPLIANCE RECEPTACLE info@ribrownarchitect.com \ / GFI PROVIDE ELECTRIC _ \\ I OG 3 / SD I T RA IANT FLOOR HEAT COMPUTER/ CABLE TV C 631-477-9752 WASH DRY I 1 _ — _ — JI 1 IN ATHROOM UNDER O 1 � /� / , .. — — / 1 13 TIL SMOKE DETECTOR S� ITISA VIOLATION OFTHF.LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A CARBON MONOXIDE DETECTOR CO `� LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED THERMOSTAT O ALTERATION MUST BE NOTED,SEALED,AND • \ i ` I DESCRIBED IN ACCORDANCE WITH THE LAW. — \ - ' ` I 2 TUB 114 EXHAUST FAN -1 -- - I 0 I \ \ _ ��f;Eo tin, / — - NOTE: 3 3 \ ALL BATH, KITCHEN, EXTERIOR OUTLETS TO BE ON / — D N `I 1 r n 2R G.F.I. ALL RECESSED LIGHTS SHALL BE ON DIMMERS �}� 7� CLIENT/OWNER GARAGE j JEFF AND CAROL OAK O.H. DOOR PROJECT TITLE �❑ MOTOR \ 1 NEW RESIDENCE • 1� EI R -9T ELOO R ELECTRICAL PLAN i55 LAKE DRIVE SCALE: 4" = 1 '-0" SOUTHOLD, NY DRAWING TITLE SECTIONS WP DEC.19, 2017 SCALE1/4" DRAWING NO. i ISSUES/REV1510N5 ELECTRICAL SYMBOLS LIST SINGLE POLE SWITCH 3 WAY SWITCH 3 DUPLEX RECEPTACLE WITH GROUND FAULT CIRCUIT INTERRUPTER �GF� DUPLEX RECEPTACLE DUPLEX RECEPTACLE (CEILING MTD. FLUSH) DUPLEX RECEPTACLE (WATERPROOF) wr DUPLEX RECEPTACLE (FLOOR MTD. FLUSH) SURFACE MOUNTED FIXTURE RECESSED LIGHT FIXTURE (•� WALL MOUNTED FIXTURE 0--1 © WALL MOUNTED FIXTURE (WATERPOOF) wp0-I / UNDER CABINET LIGHT FIXTURE o 201 \ i 205 l \\ i/ � � � - FREEZE PROOF HOSE BIB \ i — -- — 20G APPLIANCE RECEPTACLE �- SD SD PROVIDE ELECTRIC COMPUTER/ CABLE TV C. Q RADIANT F OOK HEAT O - - --- ----- — -T 1 IN BATHR OM UNDER GFi' (� o O S I Ch ` 207 TILE SMOKE DETECTOR SD ` 1 S FL. \ I CARBON MONOXIDE DETECTOR \ / — \ / \ O 204\ \ _ \ CO _ O WP wF THERMOSTAT O EXHAUST FAN 0 THESE PLANS ARE AN INSTRUMENT OF SERVICE AND ARE THE PROPERTY OF THE ARCHITECT. `. NOTE: INFRINGEMENTS WILL BE PROSECUTED PROVIDE ELECTRIC ALL BATH, KITCHEN, EXTERIOR OUTLETS TO BE ON 20I7 ALL RIGHTS RESERVED / / \ G.F.I. / RADIANT FLOOR HEAT IN BATHROOM UNDER ALL RECESSED LIGHTS SHALL BE ON DIMMERS / / TILE / Robert I. Brown �\ Architect, P.C. 3 205 Bay Ave. Greenport NY I info@ribrownarchitect.com 631-477-9752 IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY.ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND DESCRIBED IN ACCORDANCE WITH THE LAW. F,�o�.r,.�� ea F SECON D ELOOK ELECTRICAL PLAN 7.V.1 , SCALE: 4 = 1 '-O" CLIENT/OWNER JEFF AND CAROL OAK PROJECT TITLE NEW RESIDENCE 155 LAKE DRIVE SOUTHOLD, NY DRAWING TITLE SECTIONS SCALEDEC.19, 2017 1/411 = 1'-0"1 DRAWING NO. i 155UE5/REVISIONS T • d MECHANICAL d SYMBOLS LIST SUPPLY FLOOR REGISTER 5UPPLY REGISTER ° d ABOVE - TYPICAL EXHAUST FAN TO EXTERIOR RETURN WALL REGISTER THERMOSTAT T� THESE PLANS ARE AN INSTRUMENT OF SERVICE • d d • AND ARE THE PROPERTY OF THE ARCHITECT. INFRINGEMENTS WILL BE PROSECUTED d• a NOTE: 2017 ALL RIGHTS RESERVED HVAC REGISTER LAYOUT IS SUGGESTED ONLY ACTUAL HVAC LAYOUT AND REGISTER SIZES SHALL BE BY THE HVAC CONTRACTOR ° ALL DUCTWORK WILL BE IN ATTIC WITH REGISTERS IN THE CEILING Robert I. Brown SUPPLY REGISTER d, I— —1 Architect, P.C. ABOVE - TYPICAL ♦, I IAIR HANDLER I I MTD. T N LE RETURN HVAC NOTES: 20 Bay Ave. Greenport NY I I ABOVE ALL FIRST FLOOR SUPPLY REGISTERS TO BE FLOOR in?o@ribrownarchitect.com JOISTS ABOVE MOUNTED EXCEPT AS NOTED, AND CENTERED ON 631-477-9752 L J WINDOWS. RETURN ABOVE ALL SUPPLY REGISTERS TO BE REGGIO SQUARE GILLES, IT IS A VIOLATION OF THE LAW FOR ANY PERSON, UNLESS ACTING UNDER THE DIRECTION OF A d OIL RUBBED BRONZE, SIZED FOR APPROPRIATE CFM. LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANY WAY. ANY AUTHORIZED lt ALTERATION MUST BE NOTED,SEALED,AND --- --- ---- — ALL RETURN GRILLES SHALL BE ALUMINUM, TO BE DESCRIBED IN ACCORDANCE WITH THE LAW. d MOUNTED AT TOPS OF WALLS, PAINTED TO MATCH WALLS. 5UPPLY REGI5TER ABOVE - TYPICAL AIR HANDLERS TO BE LENNOX CBWMV VARIABLE AIR SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED , I d , d BY ARCHITECT. ,' ° J ALL CFM AND DUCTS SIZES ARE SUBJECT TO - � l VERIFICATION. DUCT LAYOUT IS SCHEMATIC. ;t REGISTER AND DUCT LOCATIONS ARE TO BE• CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. CLIENT OWNER JEFF AND CAROL HEATING OAK I G2,000 BTUs REQUIRED. PROVIDE I WEL-MCLAIN EVG 220 HIGH PROJECT TITLE EFFICIENCY PROPANE GAS BOILER LOCATED IN MECHANICAL ROOM ON SECOND NEW RESIDENCE FLOOR. 155 LAKE DRIVE SOUTHOLD, NY F OUNDATION M E C H A N ICAL PLAN AIR CONDITIONING SCALE: 4" = I'-o" ZONE I FIRST FLOOR NORTH: PROVIDE ( 1 ) 3.5 TON COMPRESSOR DRAWING TITLE ZONE 2 MASTER BEDROOM: SECTIONS PROVIDE ( 1 ) ONE TON COMPRESSOR ZONE 3 SECOND FLOOR: d PROVIDE ( 1 ) 3.5 TON COMPRESSOR • DEC.19, 2017 SCALE 1/4„ DRAWING NO. I 155UE5 I REV1510N5 --------------------------------- - -----,- PROVIDE PLUMBING AND ELECTRICAL ROUGHING FOR FUTURE OUTSIDE HOT TUB - - - - - - - - - - - - - - - - - - � I I I I I I I I — — — — — — — — — — — — — — — — — — — — — —I - � I I I I I I I i M EC H AN I CAL SUPPL®G. ® Fi-1-51 SYMBOLS LIST I AT FLOOR - TYPICAL SUPPLY FLOOR REGISTER I I 117 I ® ® EXHAUST FAN TO EXTERIOR SUPPLY REGISTER AT FLOOR - TYPICAL RETURN WALL REGISTER 00 I THERMOSTAT O I 0 0 i I 109 I - MASTER BEDROOM I I I NOTE: HVAC REGISTER LAYOUT IS SUGGESTED ONLY THESE PLANS ARE AN INSTRUMENT OF SERVICE ACTUAL HVAC LAYOUT AND REGISTER SIZES AND ARE THE PROPERTY OF THE ARCHITECT. SHALL BE BY THE HVAC CONTRACTOR INFRINGEMENTS WILL BE PROSECUTED I I ALL DUCTWORK WILL BE IN ATTIC WITH zo17 ALL RIGHTS RESERVED 107 T. I REGISTERS IN THE CEILING i I RETURN SUPPLY REGISTER I HVAC NOTES: AT FLOOR - TYPICAL T. { III 112 ALL FIRST FLOOR SUPPLY REGISTERS TO BE FLOOR Robert I. Brown — �— 103 MOUNTED EXCEPT AS NOTED, AND CENTERED ON Architect, P.C. 1_ WINDOWS. I ® RETURN �, � HIS�EGISTER 205 Bay Ave. Greenport NY I OG OR C ONLY . info@ribrownarchitect.com ALL SUPPLY REGISTERS TO BE REGGIO SQUARE GILLES, L ROVIIDE OIL RUBBED BRONZE, SIZED FOR APPROPRIATE CFM. 63 1-477-975 2 I LEC�RIC 105 1 1 3 DIANT FLOOR — — — — — — — — EAT IIN ALL RETURN GRILLES SHALL BE ALUMINUM, TO BE IT IS A ATHPOOM MOUNTED AT TOPS OF WALLS, PAINTED TO MATCH UNLESS ACTING THE LAWDIRECTFOR ION PERSON, UNLESS ACTING UNDER THE DIRECTION OF A I I 2 WALLS. LICENSED ARCHITECT,TO ALTER ANY ITEM ON I I 14 THIS DRAWING IN ANY WAY. ANY AUTHORIZED ALTERATION MUST BE NOTED,SEALED,AND SUPPLY REGISTER I 0 I AIR HANDLERS TO BE LENNOX CBWMV VARIABLE AIR DESCRIBED IN ACCORDANCE WITH THE LAW. oR 23 104 AT FLOOR - TYPICAL J SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED BY ARCHITECT. DN O 2R . ALL CFM AND DUCTS SIZES ARE SUBJECT TO _ - - _ — _ - - - - - - - - - - - - - - - - - - - - - - - - VERIFICATION. DUCT LAYOUT IS SCHEMATIC.IF (/ REGISTER AND DUCT LOCATIONS ARE TO BE P I CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. I I GARAGE 1 1 5 I HEATING CLIENT OWNER 1 G2,000 BTUs REQUIRED. PROVIDE I WEL-MCLAIN EVG 220 HIGH JEFF AND CAROL LOCATED INMECHANICALS OAK ROOM ON SECOND I FLOOR. I PROJECT TITLE - -- T FIRST E LOOK M E C I-1 A N I C A L PLAN AIR CONDITIONING SCALE: 4' = 1 ' ZONE I FIRST FLOOR NORTH: NEW RESIDENCE PROVIDE ( 1 ) 3.5 TON COMPRESSOR 155 LAKE DRIVE SOUTHOLD, NY I I ZONE 2 MASTER BEDROOM: PROVIDE ( 1 ) ONE TON COMPRESSOR DRAWING TITLE ZONE 3 SECOND FLOOR: I PROVIDE ( 1 ) 3.5 TON COMPRESSOR SECTIONS I I I I L - - - - - - - - - - - - - - - - - - - - - - - - - - - - —� SCALE DEC.19, 2017 1/4" = i-o"' DRAWING NO. I i 155UE5/ REV151ON5 MECHANICAL SYMBOLS LIST SUPPLY FLOOR REGISTER � EXHAUST FAN TO EXTERIOR SUPPLY REGISTER IAT CEILING - TYP. RETURN WALL REGISTER THERMOSTAT T� 201 20G T. NOTE: TO 205 HVAC REGISTER LAYOUT IS SUGGESTED ONLY TH15 REGISTER ACTUAL HVAC LAYOUT AND REGISTER SIZES IF OR ANC ONLY . SHALL BE BY THE HVAC CONTRACTOR • PR - - . SUPPLY ELECTRIC 23 Cz REGISTER ALL DUCTWK E IN RLG STETS IONRT WILLCEILING ATTIC WITH RA IANT FLOOR F- HEATIN � AT CEILING - BA HROOM TYP. T1115 EG15 HVAC NOTES: F? SUPPLY REGISTER 20 FOR LY ALL FIRST FLOOR SUPPLY REGISTERS TO BE FLOOR THESE PLANS ARE AN INSTRUMENT OFSERVICE AND ARE THE PROPERTY OF THE ARCHITECT. AT CEILING - TYP. PRONTO MOUNTED EXCEPT AS NOTED, AND CENTERED ON INFRINGEMENTS WILL BE PROSECUTED 1- — — — -I ELECTRIC WINDOWS. 2017 ALL RIGHTS RESERVED RADIANT FLOO ' ( AIR HANDLERS 204 IN ATTIC I BE ALL SUPPLY REGISTERS TO BE RE' SQUARE GILLES, 208 -_ L — — — — J .__.� -------- - - ------- BA ROOM--- 20 OIL RUBBED BRONZE, SIZED FOR APPROPRIATE CFM. -] ALL RETURN GRILLES SHALL BE ALUMINUM, TO BE Robert I. Brown MOUNTED AT TOPS OF WALLS, PAINTED TO MATCH CONDITIO E WALLS. Architect, P.C. ATTIC STORAGE CEDAR CLOSET Zo5 Bad Ave. Greenport NY 209 AIR HANDLERS TO BE LENNOX CBWMV VARIABLE AIR info@ribrownarchitect.com SPEED HYDRONIC AIR HANDLERS OR EQUAL APPROVED 631-477-9752 BY ARCHITECT. GAS BOILER (VENT THRU ALL CFM AND DUCTS SIZES ARE SUBJECT TO IT IS A VIOLATION OF THE LAW FOR ANY PERSON, ROOF VERIFICATION. DUCT LAYOUT IS SCHEMATIC. UNLESS ACTING UNDER THE DIRECTION OFA 2 I O LICENSED ARCHITECT,TO ALTER ANY ITEM ON THIS DRAWING IN ANYWAY. ANYAUTHORIZED INDIR REGISTER AND DUCT LOCATIONS ARE TO BE ALTERATION MUST BE NOTED,SEALED,AND 2 I I DESCRIBED IN ACCORDANCE WITH THE LAW. FIRED 8 CONFIRMED WITH ARCHITECT BEFORE INSTALLATION. GAL. WAp 0 HEATER ��—� MECHANICAL ROOM HEATING ';�; .' t I G2,000 BTUs REQUIRED. PROVIDE I WEL-MCLAIN EVG 220 HIGH EFFICIENCY PROPANE GAS BOILER LOCATED IN MECHANICAL ROOM ON SECOND = 'j`` ' FLOOR. AIR CONDITIONING CLIENT OWNER ZONE I FIRST FLOOR NORTH: PROVIDE ( 1 ) 3.5 TON COMPRESSOR JEFF AND CAROL SECON D FLOOD M ECHAN ICAL PLAN OAK SCALE: �" = 1 '-0° ZONE 2 MASTER BEDROOM: PROVIDE ( 1 ) ONE TON COMPRESSOR PROJECT TITLE ZONE 3 SECOND FLOOR: PROVIDE ( 1 ) 3.5 TON COMPRESSOR NEW RESIDENCE 155 LAKE DRIVE SOUTHOLD, NY AIR CONDITIONING ZONE I (PUBLIC) 1653 SF 5 TON DRAWING TITLE ZONE 2 (PRIVATE) 754 SF SECTIONS 2 TON ZONE 3 (UPSTAIRS) I GOO SF 4 TON DEC.19, 2017 SCALE 1/4" = i-o,,. DRAWING NO. r I