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HomeMy WebLinkAbout41610-Z Town of Southold 8/23/2018 G P.O.Box 1179 o ' 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39865 Date: 8/23/2018 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1815 Great Peconic Bay Blvd., Laurel SCTM#: 473889 Sec/Block/Lot: 127.-8-10 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/28/2017 pursuant to which Building Permit No. 41610 dated 5/5/2017 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: alterations and additions, including covered front and side porches to an existing one family dwellingas s applied for The certificate is issued to Conlon Family 2008 Iry Tr of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 41610 7/17/2018 PLUMBERS CERTIFICATION DATED 7/26/2018 G o e Berry Jr. A th d Signature fFQ4-- TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE_ SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 41610 Date: 5/5/2017 Permission is hereby granted to: Conlon Family 2008 Iry Tr c/o P V& P A Conlon 1815 Great Peconic Bay Blvd Laurel, NY 11948 To: construct additions and alterations to an existing single family dwelling as applied for. At premises located at. 1815 Great Peconic Bay Blvd., Laurel SCTM # 473889 Sec/Block/Lot# 127.-8-10 Pursuant to application dated 4/28/2017 and approved by the Building Inspector. To expire on 11/4/2018. Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $594.00 CO -ADDITION TO DWELLING $50.00 Total: $644.00 r ing Inspe for 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: 1. 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: 1. 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 1. 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. Q�ZGyo f New Construction: Old or Pre-existing Building: (check one) Location of Property: LP0 House No. Street Hamlet Owner or Owners of Property: #0#1Yj-7ZhL A- C©WG Oh/ Suffolk County Tax Map No 1000, Section 12 7'z Block 08, Lot /© Subdivision Filed Map. Lot: Permit No. Lf 1 Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: (check one) Fee Submitted: $ Applicant Signature oF so�lyol Town Hall Annex Telephone(631)765-1802 54375 Main Road cs� Fax(631)765-9502 P.O.Box 1179 • �Q roger.richert( -town.southold.ny.us Southold,NY 11971-0959 °lyComm BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Conlon Address: 1815 Great Peconic Bay Blvd. city:Laurel st: New York zip: 11948 Building Permit* 41610 Section: 127 Block: 8 Lot: 10 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Express Electric License No: 3653-ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 150 Heat Duplec Recpt 34 Ceiling Fixtures HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 2 ; Smoke Detectors 3 Main Panel 150 A/C Condenser 1 Single Recpt 1 Recessed Fixtures 47 CO Detectors 1 Sub Panel A/C Blower 1 Range Recpt 20A Fluorescent Fixture Pumps Transformer Appliances DW Dryer Recpt Emergency FixtureTime Clocks Disconnect 150 Switches 33 Twist Lock Exit Fixtures TVSS Other Equipment: 4- Paddle Fans, 1- Bath Fan, 2- Post Lights, 11 ARC Fault Circuit Breakers. Notes: Inspector Signature: Date: July 17, 2018 IV 0-Cert Electrical Compliance Form As Town Hall,53095 Main Road Fax(631)765-9502 P.O.Box 1179 Telephone(631)765-1502 Southold,New York 11971-0959 � t BUILDING-DEPARTMENT TOWN OJT S®ITT-RO Z CERTIFF!C i I0N Date: Building Pest No. Owner- 4&4Z64A off. 4NGy�Y (please print) Plumber: (Please Print) I certify that the solder used iu the water supply system contains less than 2110 of 1% lead. 1 hers�' s Sworn to before axle this - day of - 20�� o C�COd� JUL 272018 Notary Public,Akle—county BUIY.DiNG DEPT. . Ste e4tellj oTRSE4l690�2 �c$ Qu�,kiiesi in 5ufi�ift Cc�3n;V-- , - ?9TIti F,x,�!tes 0�fl152 '3�, l JAMES J. DEERKOSKI P.E. 260Deer Drive Mattituck, NY 11952 (631) 774 7355 Date: July 24, 2018 To: Southold Town Building Dept. D N5��"IEE U I� Re: Insulation Pamela Conlon JUL 2 5 2018 1815 peconic Bay Blvd. Laurel, NY D 7T. Permit#41610 To Whom It May Concern: This letter certifies that an inspection was performed on the above mentioned property regarding the closed cell spray foam insulation in the craw space. There was 640 Square Feet of crawl space wall covered with the spray foam at a thickness of 1 lh" that equates to a R Value of 12. Any questions feel free to call. EW yo�� incerely, CO CO ws J Deerkoski P.E. �FpA 0. 07?- -S 72-S 11 1411) APPLICANT S.C.T M.# 1000 CHAPTER 236 (Property Owner,Design ProFessional,Agent,Contractor,Other) ono-s< ��SUFFQ�� �- I D STORMWATER - DRAINAGE NAME �m"—•' Section Block Lot � 2 P1eau Pm, Date: �. ,ol INSPECTION REPORT FORM Igna[ure "telephone N,anber DESCRIPTION OF SITE WORK TO BE COMPLETED COMPLETED Indicate All Site Work that has been completed Checking Yes/No or NA YES NO NA Submit Documentation for Compliance to the Engineering Department for Review&Approval. a. Maintenance of Erosion&Sediment Controls b. Limits of Clearing&Area of Proposed Land Disturbance. 00 c. Condition of Stockpiled Soils �0O d. Verification of Size&Depth of Leaching Pools. e. Verification of Drain Pipe Installation/Concrete Parging f. Driveway Installation within the Town ROW-Highway Specifications 0 �' g. Final Site Grading-Effect on Adjacent Property 00 aL-X3 Li h Inspection of Gutter&Leader System-Drainage Piping 00 D i. Instalation of proposed Swimming Pool and discharge ring. j Inspection of Construction Entrance/Staging Area(s) AUG 2 3 18 k. Location of proposed concrete washout area(s). �0 A Final Inspection Report must be completed prior to issuance of Certificate of Occupancy. The applicant has three options for certification of drainage gklaw DT PT. >k OPTION 1. Certification of Drainage Installation with As-Built drawings prepared&Sealed by a Registered Design Professional Licensed in the State of or 0U'E1®T.D OPTION�:2. Photographs showing placement of all drainage structures with appropriate background indicating location of all structures and drainage i OPTION :3: Site Inspection of open excavation prior to complete backfill and a written approval from the Town Engineering Department OPTION¢: 1. OPTION#.2. Provide Certification of Drainage Installation with As-Built drawings prepared Submit Photographs to the Town Engineering Department showing placement &Sealed by a Registered Design Professional Licensed in the State of New York. of all drainage structures with appropriate background indicating location Professional Certification&As-Built Drawings must be submitted to the of all installed structures and drainage piping&site grading. Town Engineering Department. TOS Review NOTES: TOS Review NOTES: ****FOR ENGINEERING ARTME ONLY**** 1:1 Additional Work is Required for Approval. Reviewed& SMCP Installation is Not Complete. (See Notes Above) Approved By: — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Plan Installation has been Date 3 Inspection#. Completed & Approved by the Engineering Department. FORM u SW nspection Report Form-TOS October 2014 APPLICANT: S.C.T.M. #: 1000 s>� CHAPTER 236 (Property Owner,Design Professional,Agent,Contractor,Other) iI tZ7 9 10 Stormwater Management Control Plan CHECK LIST NAME: S,��.a�F✓s�r Section Block Lot z S M C P -Plan Requirements: Provide ONE copy of the Building Permit Application. Ple...Pnc1 ��6_��S�7rl1 Date: 116�o � * The applicant must provide a Complete Explanation and/or Reason for not providing • 1 all Information that has been Required by the following Checklist. Ignalllfc Teleph, Number I. 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! show all of the following Items: YES NO NA If you need additional room for explanations, Please Provide additional Paper. a. Location & Description of Property Boundaries V b. Total Site Acreage, c, Existing- Natural & Man Made Features within 500 L.F. of the Site Boundary as required by§236-17(C)(2). d. Test Hole Data indicating Soil Characteristics&Depth to Ground Water. e. Limits of Clearing & Area of Proposed Land Disturbance. f. Existing & Proposed Contours of the Site (Minimum 2'intervals) g. Location of all existing & proposed structures, roads, 0 driveways, sidewalks, drainage improvements &utilities. h, Spot Grades & Finish Floor Elevations for all existing& proposed structures. T I U OV DEV 1. Location of proposed Swimming Pool and discharge ring. j. Location of proposed Soil Stockpile Area(s). ✓ 0 EROSION &SEDIMENT CONTROLS k. Location of proposed Construction Entrance/Staging Area(s). Shall include but not be limited to: I. Location of proposed concrete washout area(s). A well maintained Construction Entrance M. Location of all proposed erosion&sediment control measures. Wire Backed Silt Fencin Stabilization& 2, Stormwater Management Control Plan must include Calculations showing St-eding of exposed ancitnir inactive soils. that the stormwater Improvements are sized to capture,store,and infiltrate on-site the run-off from all impervious surfaces generated by a two(2'9 inch rainfall/storm event. DRAINAW: INSpEe7jeNS ARE REQUIRED 3. Details&Sectional Drawings for stormwater practices are required for approval. Contact ng Items requiring details shall include but not be limited to: Backfill, OR Provicle Engineer a. Erosion & Sediment Controls, V that the drainage has Been installed to b. Construction Entrance & Site Access. c, Inlet Drainage Structures (e.g.catch basins,trench drains,etc,) d. Leach 1119 Structures (e. . Infiltration basins,swales,etc.) FOR ENGINEE'R.Ii' DEPART N USE ONLY *" I Additional Information is Required. Reviewed & Stormwater Management Control Plan is Not Complete. Approved By: — — — — — — — — — — — — — — — — — — — — — — — — — Stormwater Management Control Plan is Complete. Date- ?I I SMCP has been approved by the Engineering Department. I - - FORM * SWCP Check List-TOS MAY 2014 �b !v OP SOUjyolo ia_ ��y�OUIVn,� k TOWN -OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [\,I/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) RK6M ,K!�, 4 �l- Oie� REMARKS:S DATE Y�'l� INSPECTOR SOUIyo H O fly UMV TOWN OF_SOUTHOLD BUILDING-DEPT. 765-1802 INSPECTION [ ] UNDATION 1ST [ ] ROUGH PLEIG. [ FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ i ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: V �. �1/ f� - tea✓ �� Y DATE AW1 INSPECTOR SOUTyolo - courm,��' TOWN OF--SOUTHOLD BUILDING DEPT. 765_-1802 l� INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [y� ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: DATE I I�f INSPECTOR SO(/lyo� - TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLEIG. [ ] FOUNDATION 2ND [V�INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ IV IRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ FIRE RESISTANT PENETRATION [ ] ELECTRICA (ROUGH) [ ] ELECTRICAL (F AL) REMARKS: sirVl A 10 DATE INSPECTOR baa SOUIy�/_ h� 'o # TOWN OF SOUTHOLD BUILDING DEPT. °"�courm, 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: zovr �, . o 4�tm h 4islow Kl"l 6 c WAVI*- DATE INSPECTOR OF SOUTyO6 # TOWN OF SOUTHOLD BUILDING DEPT. cou765-1802 . INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I ULATION [ ] FRAMING /STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: - ql"k v foftm cv�jm� LoKv/ nt 5Q(jrt, (X*Po DATE INSPECTOR SOUIyo TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 INSPECTION [ FOUNDATION 1 ST [ ] ROUGH PLBG. [ ] POUNDATION 2ND [ ] INSULATION [Vf FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) REMARKS: .hmlik As cWt/) ol tkffl.4-�C./ �� Vr e DATE 1 ''01�� INSPECTOR I ° SOF so �o� olo cou TOWN OF SOUTHOLD BUILDING DEPT. 765-1602 INSPECTION [ ] FOUNDATION 1ST [ROUGH PLEIG. [ ] FOUNDATION 2ND [ ] INSULATION [ ] FRAMING / STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) R ARILS: IK C��lI1R'i 12& ' cl( 0 O DATE INSPECTOR how*pF SOUIy�� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm��' 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) AJ ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: f�l OL &2e-cv,712a� - DATE /7 INSPECTOR �� • o r: I 'i1 lll��i�l!�L .. � '� Ili.' .:.:�i►.� ZEN IMW FYI VA Ax ATION • • ��1 I .� '. ' ?`7: 519ILIY.! i ,A AMOV) ■ t i j �i�: • rr 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.O.E.C. Trustees C.O.Application Flood Permit Examined 20 ra Single&Separate 7 Storm-Water Assessment Form S 1 APR Contact: gaklvlllz Approved ,20 to Disapproved a/c i716 1? of SOVT$a� Phone: Expiration J_q ,201, Bui mg rispector • \ APPLICATION FOR BUILDING PE Date 4.L261WIX , INSTRUCTIONS a. This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans, accurate plot plan to scale.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 Inspectof 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 whale or in part for any purpose what"so ever until the Building Inspector issues a Certificate of Occupancy. i 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 building's, 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 cofporation) ygy+ sovI�OVic_1 qvr' (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder 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. 2— Plumbers Plumbers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work will be done: / 8 /S ®cco&l/ 100}Y 161-1O, LyACC House Number Street Hamlet County Tax Map No. 1000 Section /-2 = 1 Block,. ;'Of $ Lot / 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 2 0,0. o ca 0 (Tpfbe paid on"'filing this application) 5. If dwelling, number of dwelling units �"� Ninber Sof dv� ling uiilYt on each floor If garage, number of cars ,6.1 If business, commercial or mixed occupancy, sp.ecr f'g na�ureband?e tent of each type of use. 7. Dimensions of existing structures, if any: Front 90 "4"' Rear /I' 2 Depth0°2 Height 20 NumberOf Stories Dimensions of same structure with alterations or-additions: Front 2 1 'f " Rear Zo `3 Depth 1'b r Z a Height_' 2- 31 Number of Stories_ 8. Dimensions of entire new construction: FrontRear Depth Height Numbe';r of;Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 1'.. Zone or use district in which premises are.situated 12. Does proposed construction violate any zoning 14w, ordinance or regulation?YES NO 1.3. Will lot be re-graded? YES .NO , Will excess fill.be removed from premises?YES NO 1 . Names of Owner of premises PAN ZyeOVZ4*ddress /`a'/S����'�� �i9YW4 Phone,No. 3l,5�y g2qy Name of Architect -*&& 52CzAP-/✓cc.&(' ' Address%! Phone No S/G Viz/ y� 9 Name of Contractor`.5ai-10,11k- s'kG0Db' 4v&_k11 Address-. : ;. vPhone No,.�r/6 �'/,r% 1 a. Is this property within'100'feet of a tida�Wetjand'or•a•fresliwatbr wetland? *'YES NO IF YES, SOUTHOL6 TOWN`TRUSTEES`&D.E;.C.'PER1VIMl`T9`MAY BES QUIRED. ' b. Is this property witin 30041 et of a tidal w.et,,�a,nd? *`YES; :NO' IF YES, D.E.C. PERMITS MAY BE REQUIRED:' 10. Provide survey, to scale, with accurate foundation plan and distances to property lines. IT 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 vl(ith respect to this property? * YES NO V/ IF YES, PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF S t/f FdZ being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above;named, (S)He is the COM-12,4 KZC� L<1_ (Contractor,Agent, Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file'this application; th it all statements contained in this application are true to the best of his knowledge and belief; and that the work wiI I be performed in the manner set forth in the application filed therewith. Sworn to b fore me this day of ADY-j 2017 ()Notary Public —TRACEY L. DWY'NOTARY PUBLIC,STATE OF NEW YORK Signature of Applicant; NO.01 DW6306900 QUALIFIED IN SUFFOLK COUNTY COMMISSION EXPIRES JUNE 30, 4 Scott A. Russell ST�O�][�•I��l WAX]E]�- SUPERVISOR ( I��/l[A\1�A\Gr]EI��/JUEN'7C' SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTHOLD,NEW YORK 11971 '�tj'O Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET '1131 ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE FOLLOWING: Yes No (CHECK ALL THAT APPLY) EE[ A. Clearing, grubbing, grading or stripping of land which affects more than 5,000 square feet of ground surface. ❑ B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. E R[C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. E[ D. Site preparation within 100 feet of wetlands, beach, bluff or coastal ; erosion hazard area. ❑ E.. Site preparation within the one-hundred-year f loodplain as depicted 1 on FIRM Map of any watercourse. i ©E F. Installation of new or resurfaced impervious surfaces of 1,000 square f eet 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, STOP! 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. APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. #: 1000 Date: ff y� / �M �� �J D�st�riid / y NAME: cSb/P�l C�®'IR- S���if,7 �ilrS��( ` /-1— .0 8 /0 ®T 370 A0 ,moo R Section Block Lot p Q FOR BUILDING DEPARTMENT USE OI'Lt Contact information Reviewed By: — — — — — — — — — — — — — — — — — — Date: 7—c )�/ Property Address/Location of Construction Work: — — — — — — — — — — — — — — — — — ` Approved for processing Building Permit. ®ECOl1/lC By .8�1� Stormwater Management Control Plan Not Required. .66 .910 Stormwater Management Control Plan is Required El (Forward to Engineering Department for Review.) FORM SMCP-TOS MAY 2014 101 tl (7 �I SO�jjy - / Town Hall Annex }� 575 Main Road N a b3 )765 roer.rich cP.O.Box ii79 t o II Southold,NY 11971-0959 AUG 1 7 2011 BUILDING DEPARTMENT J =1d D . TOWN OF SOUTHOLD TC, ®�S®�®LD APPLICATION FOR ELECTRICAL INSPECTION REQUESTED BY. S /�/� V r.r.c,,. Date: o/ Company Name: r_ e SS 1 ec_ A c G Name: M•U t^� License No.: 93 — Address: ON 3®-5 J.a.Vt—eAl- 119V8 ; Phone No.: JOBSITE INFORMATION: (*Indicates required information) *Name: (10AIZOA-1__ R1 *Address: *Cross Street: *Phone No.: (O31 Permit No.: j 6 /0 - Tax-Map /® - Tax-Map District: 1000 Section: Block: Lot: *BRIEF DESCRIPTION OF WORK(Please Print Clearly) (Please Circle All That Apply) *Is job ready for inspection: OINO Raugh In Final *Do you need a Temp Certificate: YES! NO Temp Information (if needed) *Service Size: 1Phase 3Phase 100 150 200 300 350 400 Other New Service: Re-connect Underground Number of Meters Change of.Service Overhead } Additional Information: PAYMENT DUE WITH APPLICATION 82-Request for Inspection Form /`� I oyacalqFFot,��oG Town Hall Annex �� yam► Telephone(631)765-1802 54375 Main Roadc .[ Fax(631)765-9502 P. O. Box 1179 N z Southold, NY 11971-0959 BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: ¢/�6/ .�� Owner: "40FZO A, Co�G o iy Location of Property: /8/.S- AZFCa�ic !/�f- �Cy�e ��A16-C Please take notice that the (check applicable line): New commercial or residential structure X -Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood'construction (PW) Timber construction,(TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): S Z VA10"i2 SAGO'pDA rel Capacity(check applicable line): A4X,FeV ,4 Gv/rloWOwner 5wAtorlIX SkvOD01 '--r` Owner representative TrussRegl5.docx Effective 1/1/2015 \ .a!•"`t4y�+�F;��• �' Y`••�i�fif`Si,ral,��,w�7Ki't�`����?`r'��;j1�.. f hfC��y� i�i+����!.•. tif}s+.•"v��..... 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III 1 — M N 101 EGANN SURVEY OF A� wILLINIA EGA L 0 T 21 & FLDR37 60• o5N• oE. 1,0 FtPG�5 MAP OF GP �o, E I3.7 N LAUREL PARK FILE No. 212 FILED OCTOBER 5, 1921 N \ 0 SI T UA TE LAUREL TOWN OF SOUTHOLD i 16.2 \ SUFFOLK COUNTY, NEW YORK Z \ �� S.C. TAX No. 1000- 127-08- 10 SCALE 1 "=20' c9 \ NOVEMBER 9, 2010 DECEMBER 23, 2010 ADDED PROPOSED ADDITIONS \ ° APRIL 21, 2017 UPDATE SURVEY AND ADD PROPOSED ADDITIONS O JUNE 7, 2018 ADD DRYWELLS AREA = 11 ,996 sq. ft. \ 6 \ \ �� 0.275 ac. �5 r^ 1a d m N 5\DE S�BPCK ,DtaK O \ "x -0 B�Mf NOTES: -o`��z `x O 1 . ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20.0 , C s a Wp00 d EXISTING COVERAGE DATA PROPOSED COVERAGE DATA ��M,?,,o�a 6E a PPta S ) d• DESCRIPTION AREA % LOT COVERAGE DESCRIPTION AREA % LOT COVERAGE h—y c0N WP K HOUSE 990 s ft. 8.3% �j' �1�• a q• HOUSE 990 sq. ft. 8.3% )o Y \ 2 \ SNowER )<'� ROOF OVER DECK 21 sq. ft. 0.2% OUTSIDE SHOWER 39 sq. ft. 0.3% OUTSIDE SHOWER 39 sq. ft. 0.3% PROPOSED ADDITIONS 247 sq. ft. 2.1% SHED 101 sq. ft. 0.8% PROPOSED (2) PORCHES 208 sq. ft. 1.7% \ L TOTAL EXISTING 1,151 sq. ft. 9.6% TOTAL PROPOSED 1,484 sq. ft. 12.4% _ Zn �— bC) �� F EC 0`IEK 1 \\ a PERMITTED LOT COVERAGE = 2,399 sq. ft. OR 20%. TS aN 'G -n f N 0C-1 10 DRAINAGE SYSTEM CALCULATIONS: s z �� �c�� et .. Q o a ROOF AREA: 1,700 sq. ft. i [" Q5 1,700 sq. ft. X 0.17 289 cu. ft. (2,168 gallons) / 'lull OP �,N o�� PCi POR �.:::..::. �o �"-� 289 cu. ft. / 42.2 = 6.8 vertical ft. of 8' dia. leaching pool required / a �Z� \ N PROVIDE (2) 8' dia. X 4' high STORM DRAIN POOLS CP C 3.4' 0 _ PROPOSED 8' DIA. X 4' DEEP DRYWELLS FOR ROOF RUN-OFF ARE SHOWN THUS: .::::::::;• 1 a FINISHED GRADE (10' MIN. GRADE) � �p s�y CONC. COVER o 0 P�O O 6 0,0 J d 8" TRAFFIC BEARING SLAB E FLOP �zGN c.��� w 4'N �, n P PQ �a 0F' O .4 4' OR 6" PVC PIPE FROM GUTTER DRAINS 8'-0" 3'-0" 3'-0' r (min.) LEACHING RINGS (min.) 2' STONE N CRUSHED 3 4" - 1-1 Fa �p6 REINFORCED PRECAST CONC. / / 4000 PSI 0 2B DAYS ALL AROUND O yl a O � � 4" �G \ •� �W S,G `� MIN. BOTTOM o SO4 ° ,�4 ELEV. 3.0' N E b 9O�� ` aVIA \ OF PPN�MEI� XJ`�" \ GROUND WATER ' F P,P EV .d \ ELEV. 1.0' N 69�60p0 . ° ° NEW STORMWATER UNIT J ° +' \ (NOT TO SCALE) PREPARED IN ACCORDANCE WITH THE MINIMUM ; R \1ASSR BYATHERDSAFOS.TITLE AND APPROVEDAAND ADOPTED X G WPj�` FOR SUCH USE BY THE NEW YORK STATE LAND TITLE ASSOCIATION. S V L� OF -( W��y\NGWp(6R ARPROVAL OF STORMWATER MANAGEMENT �, �J FSEs Pig CO"ffROL LA -Tow ode Cha ~ Date: x 0 Approved by' - Y.S. Lic. No. 50467 NC UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF C SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin N�WpSER DRAINAGE INSPECTION'S ARE REQUIRED EDUCATION LAW. � pP�gL\C COPIES OF THIS SURVEY MAP NOT BEARING USES `� Contact TOS Engineering at 765-1560 before THE LAND SURVEYOR'S INKED SEAL Land Surveyor- that u r V e r EMBOSSED SEAL SHALL NOT BE CONSIDERED Backfill, OR Provide Engineer's Certification TO BE A VALID TRUE COPY. Cy' that the drainage has been Installed to Code. CERTIFICATIONS INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY EROSION &Se'DIMENT CONTROLS IS PREPARED, AND ON HIS BEHALF TO THE Successor To: StanleyJ. Isaksen, Jr. L.S. TITLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. Shall include but not be limited to: TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Y y A Well maintained Construction Entrance, PHONE (631)727-2090 Fax (631)727-1727 Wire Backed Silt Fencing,Stabilization& THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS Seeding Of eXpOSed and/Or inactive SOILS. 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 30-271B N%�EGE AN SURVEY OF & FL .�1LLogLOT FOy IN1A O 00 �N°e . LOT 21 37 60 N RPcE 5oE' MAP OF , E 13.7 U7 r LAUREL PARK r 0 o FILE No. 212 FILED OCTOBER 5, 1921 N \ y a SITUATE LAUREL ,62 \ �� TOWN OF SOUTHOLD r y \ SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000- 127-08- 10 \ it ) SCALE 1 "=20' NOVEMBER 9, 2010 DECEMBER 23, 2010 ADDED PROPOSED ADDITIONS \ APRIL 21, 2017 UPDATE SURVEY AND ADD PROPOSED ADDITIONS OJ \ a AREA = 11 ,996 sq. ft. 0 0.275 ac. 2 T � o 50 a N �\ xo \ TO of eMo�D � �?? � � �y NO1 .TES: ELEVATIONS ARE REFERENCED TO AN ASSUMED DATUM EXISTING ELEVATIONS ARE SHOWN THUS: 20.0 a ) a ( AMP \p,MP G aR REMp SEMPpRP�jp 6E GpNp ePZ\p 5 K ) d WP i EXISTING COVERAGE DATA 7. P E )� DESCRIPTION AREA X LOT COVERAGE rop\ , ZQ \ �NpWER rc^ HOUSE 990 sq. ft. 8.3% ro o ) ROOF OVER DECK 21 sq. ft. 0.2% O \� �P OUTSIDE SHOWER 39 sq. ft. 0.3% a \ SHED 101 sq. ft. 0.8% TOTAL EXISTING 1,151 sq. ft. 9.6% C) eE REMp ° O OHO�•, P• �y; N Zp pO C:) p ASO GNO PROPOSED COVERAGE DATA N a RO PQ RGN ��� DESCRIPTION AREA X LOT COVERAGE O ,/ �p �` \ N HOUSE 990 sq. ft. 8.3% 34 `o �y�� a OUTSIDE SHOWER 39 sq. ft. 0.3% C F. d �Q PROPOSED ADDITIONS 247 sq. ft. 2.1% .o O J a�. a PROPOSED (2) PORCHES 208 sq. ft. 1.7% 9 7�O p TOTAL PROPOSED 1,484 sq. ft. 12.4% O�-o � p m� �� d PERMITTED LOT COVERAGE = 2,399 sq. ft. OR 20%. P GOO gF Sll 4 f �2 fpPp6 a d N m p 74 O' 19.6 SIGN oo+ \ 69,Og O, Pie E°cE v a a 6go S 5\RE� PREPARED IN ACCORDANCE WITH THE MINIMUM STANDARDS FOR TITLE SURVEYS AS ESTABLISHED d' XVO WpS6R \� BY THE L.I.A.L.S. AND APPROVED AND ADOPTED TORESUCH ASSOCIA ION. THE NEW _AT,E LAND ITLZit VSES �3OA-) S. Lic. No. 50467 UNAUTHORIZED ALTERATION OR ADDITION TO THIS SURVEY IS A VIOLATION OF \_\N \ER SECTION 72LA OF THE NEW YORK STATE Nathan Taft Corwin iii \C wP EDUCATION LAW. USES OELANDSURVEYOR'S IES FIVEYORS SURVEY MAP NOT RING 'S LINKED SEAL OR THE EMBOSSED SEAL SHALL NOT BE CONSIDERED Land S u r v e y o r 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 y LENDING INSTITUTION LISTED HEREON, AND Joseph A. Ingegno L.S. TO THE ASSIGNEES OF THE LENDING INSTI— TUTION. CERTIFICATIONS ARE NOT TRANSFERABLE. Title Surveys — Subdivisions — Site Plans — Construction Layout 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 30-271B TABLE OF DRAWINGS j GENERAL UTILITY INFORMATION ELEVATIONS ELECTRICAL PLANS A-1.0 COVER SHEET A-4.0 ALL ELEVATIONS 1/4" = 1'-0" E-3.0 MAIN FLOOR ELECTRICAL PLAN 1/4" = V-0" A-1.1 GENERAL INFO.&PLUMBING RISER DIAGRAM 1/4" = 1'-0" SITE PLAN SECTIONS STRUCTUAL PLANS A-2.0 SITE PLAN 3/32"= i'-0" A-5.0 SECTION A-A&DETAILS VARIES S-3,0 FIRST FLOOR&ROOF FRAMING PLAN 1/4" = V-0" A-5.1 TYPICAL AIR SEAL DETAILS VARIES FLOOR PLANS A-3.0 EXISTING FLOOR PLANS 1/4" = V-0" A-3.1 PROPOSED FLOOR PLANS 1/4" = V-0" * REVISED DRAWING ** NEW DRAWING CHECKED BY: ISSUED: , s REVISED: _ REV 1- 11. 25. 2016 I toml poll Im Mom j Y 'pill , : I - , ft E 7 •..a^;ura,,�,�^¢..y.,.;w,i.•wa..N'+'r^,a,m•e'-r;v _ , 49 SOUTH COUNTRY RD, ' WESTHAMPTON BEACH, NY PHONE: 516-721-9474 , EMAIL:CZARNECKIDESIGNS@GMAIL,COM ,I !tt! , , DATF:�J—:�•I- _gg , J NOTIFY f3U i D r"T AT - _�_. "- � - � PAUL DILANDRO, P.E. 7 5-18.32 8 8 AM TO r 4IF'"' FOR, THE I e r' r'� STRUCTURAL ENGINEER ;NS E(C I IPONS: r i r 99 WHIRLPOOL LANE 1 . ! OUNIDATION - T4'vO REQUIRE) WA1 EP �r r EAST6�UOGUE NY, 11942 FOP, POUR!-D C;oN!:F'ETE 'IJ i11 l,4l�T TO CHAPTER rTel i" 2. RO[_!uf� - Frlr,"'':'JC ?. 'i�LU.�vidG OF ` ,. 236 Ti E TEL 631-680-3590 T 0 c i� u J N C i , i CODE., 3. IN AT E L , IO.! ., EMAIL:PAUL.D ILANDRO GM AIL.COM d -i AL - Cv.,,,cS TRi.•i r•.. f ..),ti MUST ST RE y COd PL_r:-i : J R C.O.. P ^, q —r P P AlI l� r / ! I ,I ALC i. .. i Pl , J .TftU I D. �H __ __T THE R�OUIRE:MENTS OF THE CODES OF NEW YO.-)t!,\' STATE. NOT RESPONSIP?LE FOR DCSIGIN OR CONSTRUCTION ER^ORS. SUSS PLACARDING REQUIRl C O N LO N _ Of- RESIDENCE ADDITION 1815 PECONIC BAY BOULEVARD LAUREL, NY 11948 ADDITIO COVER 1815 PECONIC BAY IBOULEVARD SHEET LAUREL NY, 11948or, U'1101,`17711IL TOWN OF SOUTHOLD °. -Rx-�°, ; ISSUED FOR PERMIT: 04 . 20 . 2017 Pl-iJ"I'S i=s CERTIFICATION �;OF Ne (�P� LEAD CONTENT BEFORE �P �N D1� O ISSUED FOR CONSTRUCTION : "ERTI;=ICATEOFOCCUPANCY c' _ ,SOLDER USED IN WATER t ti's r ,.. y SYSTEM CANNOT f„ EXCEED 2/10 OF i/LEAD. O 097255 .,I L9 °:IpE c1 : ., ,�-- s. . . � � ,� S ° 0� APRIL 04, 2 1 •.. d� �•�„ s a v l PLUMPING ALL PLUMBING WASTE &WATER LINES NEED TESTING REFC)hF CC)VFRI*Jr. ROOM SCHEDULE MATERIALS SYMBOL SCHEDULE ROOM # ROOM NAME FLOOR ,� � y�y�y \��\��y���; EARTH/ COMPACT FILL BASEMENT Ol UNFINISHED BASEMENT BASEMENT POROUS FILL/ GRAVEL 4"Qs V.T.R. ROOF CRAWL SPACE BASEMENT 11/2 0 CONCRETE BLOCK I I I �x CAST-IN PLACE CONCRETE _ - _ _-- ----- --------I----- ---�---- ----- I —, — I VENT TO EXT, PRE-CAST CONCRETE I I 2„0 �t MAIN (1 ST) FLOOR I I I r 2 0 I EXTERIOR 2">O 2"0 �,- 2"Q1 I I I 2„0 10 ENTRY MAN (1ST) WOOD FRAME BUILDING WALL i I I I DRAWING SYMBOL SCHEDULE LAV ORY 101 LIVING ROOM MAN (1ST) CONSTRUCTION-(Small Scale) I I INK I STONE WALLS TUB W/C D�' 10 KITCHEN MAN (1ST) BUILDING SECTION, 1 1/2 � 1 1/2'0 DRYER WASHER 103 DINING MAN (1 ST) WOOD FRAME 9 REFERENCE DRAWING NUMBER 11/2„0 FRESH AIR 3" 1 1/2 0 LOWER (1 ST) FLOOR OFFICE MAN (1ST) CONSTRUCTION-(Large Scale) FINISH GRADEVENT CHECKED BY: 10 --------; RIGID FOAM INSULATION WALL SECTION or ELEVATION / ////// / C.O. C.O. 4"0 C.O. 10 BATH MAN (1 ST) 'i " i i i ' .01-1 REFERENCE DRAWING NUMBER 1 b0 BEDROOM 1 MAN (1 ST) FIBERGLASS BATT INSULATION TO APPROVED ISSUED: SANITARY SYSTEM HOUSE ]0 BEDROOM 2 MAN (1 ST) 16 DETAIL REFERENCE TRAP EXTERIOR INSULATION AND A-21 DRAWING NUMBER -A FINISH SYSTEM EXTERIOR CEMENT STUCCO '°°WYIL ,- ROOM NAME- NUMBER SYSTEM DRAIN WOOD- FRAMING, ROUGH ' " WINDOW TYPE 11/2„0 BASEMENT LUMBER •O. i cc EXTERIOR DOOR TYPE REVISED: WOOD- BLOCKING EJECTOR 2400 N,.° INTERIOR DOOR TYPE WOOD- FINISH LEVEL LINE CONTROL POINT PLYWOOD-(Large Scale) OR DATUM � EXISTING PLUMBING RISER DIAGRAM SCALE: N.T.S. Na ® R . CLIMATE AND GEOGRAPHIC DESIGN CRITERIA GROUND SNOW WINDSPEED SEISMIC DESIGN SUBJECT TO DAMAGE FROM: WINTER DESIGN TEMP ICE SHIELD FLOOD HAZARDS LOAD (PSF) (MPH) CATEGORY WEATHERING FROST LINE DEPTH TERMITE DECAY (F) UNDERLAYOUT REQ'D REScheck Software Version 4.6.3 49 SOUTH COUNTRY RD, 20 130 A - B SEVERE 3'-0" MODERATE TO HEAVY SLIGHT TO MODERATEF 13 DEGT YES - -tifWESTHAMPTON BEACH, NY CCompliance Cericate ON1-9474 EMAIL:CZACKIDESGIL.COM Project CONLON RESIDENCE Energy Code: 2015 IECC Location: Laurel, New York Construction Type: Single-family Project Type: Addition STUD Climate Zone: 4 (5331 HDD) PAUL DILANDRO, P.E. STUD I i I Permit Date: STRUCTURAL ENGINEER I I I Permit Number: 99 WHIRLPOOL LANE I I EAST QUOGUE NY, 11942 SILL I I STUD I Construction Site: Owner/Agent: Designer/Contractor: DOUBLE TOP PLATE I 6 I I I 1815 PECONIC BAY BULEVARD I I 9 I I 1 LAUREL,NY 11948 TEL 631-680-3590 6 m I EMAIL:PAUL.DILANDRO@GMAIL.COM RAFTER 11N0 2 0 0 o STUD LBP 1/2(2x2 WASHER) MAS\�� it � � Compliance: 7.2%Better Than Code Maximum UA: 223 Your UA: 207 Maximum SHGC: 0.40 Your SHGC: 0.25 DOUBLE TOP PLATE I�° o H2.5A 0 0 ;, MAS \t'! 0 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. o °' It DOES NOTprovide an estimate of energy use or cost relative to a minimum-code home. H4 0 o FLOOR RAFTERS 'a � o 0 o STUD o BOTTOM PLA 0° SUB FLOOR ° ° Envelope Assemblies CONLON o `p RESIDENCE ADDITION ... TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION ° TYPICAL SILL PLATE-FOUNDATION CONNECTION Ceiling 1:Flat Ceiling or Scissor Truss 1,237 30.0 0.0 0.035 43 LVL RIM JOIST SIMPSON STRONG-TIE MODEL NUMBER: H-4 SIMPSON STRONG-TIE MODEL NUMBER: 2 C H2.5A SIMPSON STRONG-TIE MODEL NUMBER: MAS AND LBPI/2 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR °° 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR Wall 1:Wood Frame,16"o.c. 1,240 21.0 0.0 0.057 59 1815 PECONIC BAY BOULEVARD FASTENERS: TO RAFTERS:5-1Odx11/2' FASTENERS: STUDS WO.C, FASTENERS: MAS: LBP 1/2: Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 204 0.320 65 LAUREL NY, 11948 TO PLATES:5-1Od x 1117' USE 10-8d x 11/2"NAILS @ EA.H2.5A ° ° LOCATE 3'-9"o.c. LOCATE 6-T o.c. SHGC:0.25 TO STUDS:NONE 0 ° TOSTUDS:6-10dxl 1/7' TO SILL:2x2 WASHER Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 1,237 31.0 0.0 0.032 40 ° o ° o 0 o ° LT 0 ° Compliance Statement The proposed building design described here is consistent with the building plans,specifications,and other 0 0 0 ° calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.3 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. DOUBLE TOP PLATE o° STUD TOP PLATE n GENERAL 0 0 o° ° i i STUD Name-Title Signature pate INFO 0 0 o° RSP4 DOUBLE TOP PLATERAFTER o° STUD c HB 0° S � ' i SILL PLATE STUD SP1' i/ 0 0 FOUNDATION ° 0 ° 0 • TYPICAL RAFTER-WALL PLATE STRAP CONNECTION TYPICAL TOP PLATE-STUD STRAP CONNECTION TYPICAL FLOOR-FLOOR STRAP CONNECTION TYPICAL STUD-SILL PLATE STRAP CONNECTION SIMPSON STRONG-TIE MODEL NUMBER: H-8 SIMPSON STRONG-TIE MODEL NUMBER: RSP4 SIMPSON STRONG-TIE MODEL NUMBER: CS20 OR LSTA30 W/LPT4 SIMPSON STRONG-TIE MODEL NUMBER: SP4 OR SP1 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR 110 MPH WIND WOOD SPECIES TO BE DOUGLAS FIR ! OF NE FA TENNS: TO RAFTERS:5-1Od x 1/T FASTENERS: STUDS I6"o.c. FASTENERS: C520: LSTA30: FASTENERS: SP4: SPI: V y TO PLATES:5-1Od x 11/2" USE 8-8d x 1 1/7'NAILS STUDS @ W o.c. STUDS @ W o.c. TO PLATES:NONE TO PLATES:4-1 OdDI TO STUDS:NONE TO STUDS:6-10dx11/2' 10STUDS:6-10dx11/7' TOSTUDS:6-10dx 11/7 TO STUDS:6-1Od Data ilnar Title: : L:\Conion\rESCHECK\RESCHECK.rck Report date: 04/20/17 t"4ti°�`Q,� Data filename: L:\Conlon\rESCHECK\RESCHECK.rck Page 1 of 9 0 STRAPPING DETAILS p�° 097212 3 RES CHECK ,.!' 0ESS SCALE: N.T.S. SCALE: N.T.S. APRIL 04, 2017 CONLON RESIDENCE LOT COVERAGE TOTAL LOT COVERAGE REQUIRED SETBACKS 1815 PECONIC BAY BOULEVARD LOT AREA : 11 ,996 SQ FT, LAUREL, NY 11948 0.275 ACRES EXISTING: 990 SQ FT FRONT YARD: 35.00 FT. TOWN OF SOUTHOLD PROPOSED ADDITION: 247 SQ FT SIDE YARD (EAST): 10.00 FT. SUFFOLK COUNTY, NEW YORK (MIN. 10') SCTM No. 1000-127-08-10 PERMITTED TOTAL PROPOSED FRONT PORCH: 44 SQ FT SIDE YARD (WEST): 15.00 FT. LOT COVERAGE: 2,399.20 SQ FT. PROPOSED REAR PORCH: 125 SQ FT (SIDE TOTAL MIN, 25-)I SITE PLAN BASED ON NATHAN TAFT (20% LOT) TOTAL SQ FT: 1 ,406 SQ FT REAR; 35.00 FT. I CORWIN III LAND SURVEYOR (11 .72% LOT) SURVEY DATED ON: NOVEMBER 09, 2010 I I I i i I II I I N/o/F I I CHECKED BY: ISSUED: I JAMES MICHAEL MURRAY I I I I I I I I I S 19°22' 10" E i. . i• i, , , 1! i .,. P. .. :, t b \. t✓ :�., .fir iI le- �. . .. , .. "� -. , .., .. A ._„ >v.r !r. ., a: -�1 {. "" !P"1 d t . { s x, < 4 .4 .. ! {1�"e�• ria , I -V J!sA+IRi* r A7�1 6^r-a o . k. �'K ,. : < +i - . , ., d .. fi {. y - ^'•' C ?� i i ♦ . ,. W r Y. r 7 t t 1 f r ! i ! f. !r f r` r' i f r r r , ♦. f ',! ! t f , r r p f f f f. r - T . \. :,,pv 11 r�. 1. : '. x.' O '' f c s { ; __ r ¢ .: c ', . s. J \% '} •'tLS v .„ ._Y' ,,�s-• r'Ir', y.. „Lt'. - ` k^ r ` " ���f`YYYYf YY'' W �.: • L : ..�� t . 'fit^+. l r 'ir , /,. '- i. -! r } REVISED: 1 r�` IED: , , ` r .\ _ •�' \ Y 1. I T..- , i r „ OX \ 34 \ :, f , ` r b k� k �" I" , A . v o. \' r' l '.i': - , ♦' 1. 1. 1 /^gi i...., . ,r' , r -1 , .� � } .. - �,. k.. y Y tr \' c. *--u i. ....l..''. �. . 41-1- .... .,.... 1.. .a. ..... .. 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DIL 4,QO,p'F- * O * -1,P, I .ti ,�� 097252 / MARCH 04, 2017 a�O�c,S1Ur�\, 20'-3$" 24'-22" 41_5y11 51.82,1 101-1 L.1 16 16 lb 20'-381'20'-31-Or1 2'-108" r r I I , V Q h cm Z� �UNEXCAVATED � ^ SCRENEED IN PORCH C? CHECKED BY: ISSUED: ° Lo N EXISTING CMU N FOUNDATION g'-111 ° 12'-3U" 2'-M-" 16 0 IQ5 LIVING 106 BEDROOM 2 ' m o0 i klo REVISED: o - 111 2�-7 6" 81-0" IA I _ II � 11 � i II II IO4 DIMNG 0 0 0 o 10 10 B a i i b 0 ` @ EXISTING BASEMENT \ l_ -- o co 49 UTH COUNTRY RD. \ WESTHOAMPTONN BEACH, NY rl(I r \ r Q `----- PHONE: 516-721-9474 102 BEDROOM 1 EMAIL:CZARNECKIDESIGNS@GMAIL.COM \ :6 � ? ° Dol KITC EN L9 91.581 421 7 CR ° MCI PAUL DILANDRO, P.E. " I STRUCTURAL ENGINEER 1 I 1 r T. 99 WHIRLPOOL LANE 1 EAST QUOGUE NY, 11942 LID --------------- @ ENTRY TEL 631-680-3590 EMAIL:PAUL.DILANDRO@GMAIL.COM 1 PORC ------------- .. 1 ------`------- 9 1 ° a - ----- ao 42" '-11811 � i IN I M ------------ --------------- I 1 1 n — 1 o r --------------- C O N LO N ; ------------------------ RESIDENCE ADDITION \ r r I r _ 1 ^ 1815 PECONIC BAY BOULEVARD -- ---------- -- LAUREL, NY 11948 ° \ I r , ---------------- nn '111 CCC EXISTING 1 1 11 f0 7p 141-29" Ll_1tJ 11 31_106 -V !� V ib 1-1�0 PLANS 14-28" 6'-14 2'-108 24'-2211 24'-22" EXISTING FOUNDATION PLAN 2 EXISTING MAIN FLOOR PLAN 3 EXISTING ROOF PLAN I 11 — 1 11 _ P� �• '�I�ti �I SCALE: 1/4" - i -0 SCALE: 1/4" - 1 '-0" SCALE: 1/4" - 1 '-0" SQ 09252 �� a MARCH 04, 2017 GENERAL NOTES: ALL DIMENSIONS IN PLANS ARE TO FRAMING, UNLESS NOTED OTHERWISE, VERIFY ALL DIMENSIONS IN THE FIELD, DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT&GC OF ANY DISCREPANCIES. 1 1 1 4.0XA4.0 XA 4.0 H 325 /H-3\25 27'-08" 29'-Cg" 27'-0s" 15'-2" 1]'-58" 17'-72 1 8" 1._6.. 12'-72" V-6" 5'-11 " 5'-1]T° 7:_71: 7'-7" ------ ---- --------------- N — — — — — — — — — — — — -� I 1 I ----------- --- ------ -------- _ r -- - -- -- -- - IF 151-211 7 r. — — — — — — — — — — -I FRONT PORCH_ � I N L --------------------------- - --------- N II I ----- _ -- -- -- - - - - - - - - UNEXCAVATED GENERAL NOTES: ALL DIMENSIONS IN PLANS ARE TO FRAMING, UNLESS NOTED OTHERWISE. VERIFY ALL DIMENSIONS IN THE FIELD, DO NOT SCALE DRAWINGS. NOTIFY ARCHITECT&GC OF ANY DISCREPANCIES. PVC TRIM RIES WINDOWS BY"ANDERSON"TO MEET ALL WALL CONSTRUCTION: ROOF CONSTRUCTION; RIES WINDOWS BY"ANDERSON"TO MEET ALL PVC TRIM FASCIA, RAKES, EGRESS REQUIREMENTS OF THE RESIDENTIAL CODE OF CEDER IMPRESSIONS VINYL ARCHITECTURAL ASPHALT ROOF EGRESS REQUIREMENTS OF THE RESIDENTIAL CODE OF FASCIA, RAKES, NEW YORK STATE: NEW YORK STATE: CORNER BOARDS, SIDING OVER HOUSEWRAP OVER SHINGLES 30 YEARS OR BETTER CORNER BOARDS, COLUMNS -MIN.OPENING HEIGHT: 24"NET CLEAR OPENING 1/2" CDX PLYWOOD OVER 2x6 OVER 30# FELT PAPER OVER 3" -MIN. OPENING HEIGHT: 24"NET CLEAR OPENING COLUMNS . . -MIN.OPENING WIDTH: 20"NET CLEAR OPENING STUD WALL @ 16" OCW/ R-21 PLYWOOD OVER 2X10 RAFTERS -MIN.OPENING WIDTH: 20"NET CLEAR OPENING -MIN.OPENING AREA: 5.7 SQUARE FEET NET CLEAR -MIN.OPENING AREA: 5.7 SQUARE FEET NET CLEAR OPENING KRAFT FACED BATT INSULATION W/ 3-30C KRAFT FACED BATT OPENING AND FIRESTOPPING AS REQ'D. INSULATION T.O. NEW ROOF ---------------------- -------------------- ----- ---------------------------- -------------------------------------------- IV SITE EL.: 18'-9 5/16" T.O. EXISTING ROOF -------------- - =- — - ------ -------- _- ---------- -- --------------- ---------------- NV SITE EL.: 16-10" ,. - -- 6. �.-I- -71 T.O. PLATE --------------- -- - -- - -SITE EL.: -11'-31/8" ------------- ------ ------------------------------ ------- CHECKED BY: ISSUED: H- 63 H- - Lit -- T.O. FINISH FLOOR SITE EL.: 3'-0" - T.O. FOUNDATION WALL - — — ------------------- --- - ---- ---- --- -------- - - --- ------ --- - - -- ----- --- - -- --- - - --- - - -- -------- -- ----- -- ---- -- ---- --- -- - --- ------ ---- - - ------------ - -------------------- IV SITE EL.: -2'-01/4" - -------- ------- - ----- T.O. GRADE SITE EL.: 0'-0" ---------- --- -----_ - - -- REVISED: NORTH REAR ELEVATION 2 EAST SIDE ELEVATION SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1 '-0" PVC TRIM WALL CONSTRUCTION: RIES WINDOWS BY"ANDERSON"TO MEET ALL ROOF CONSTRUCTION; RIES WINDOWS BY"ANDERSON"TO MEET ALL WALL CONSTRUCTION: PVC TRIM 49 SOUTH COUNTRY RD, FASCIA, RAKES, CEDER IMPRESSIONS VINYL EGRESS REQUIREMENTS OF THE RESIDENTIAL CODE OF ARCHITECTURAL ASPHALT ROOF EGRESS REQUIREMENTS OF THE RESIDENTIAL CODE OF WESTMMPTON BEACH, NY NEW YORK STATE: NEW YORK STATE: CEDER IMPRESSIONS VINYL FASCIA, RAKES, PHONE: 516-721-9474 CORNER BOARDS, SIDING OVER HOUSEWRAP OVER SHINGLES 30 YEARS OR BETTER SIDING OVER HOUSEWRAP OVER CORNER BOARDS, EMAIL:CZARNECKIDESIGNS@GMAIL.COM COLUMNS 1/2" CDX PLYWOOD OVER 2X6 -MIN.OPENING HEIGHT: 24"NET CLEAR OPENING OVER 30# FELT PAPER OVER 3" -MIN.OPENING HEIGHT: 24"NET CLEAR OPENING 1/2" CDX PLYWOOD OVER 2x6 COLUMNS STUD WALL @ 16" O.C. W/ R-21 -MIN.OPENING WIDTH: 20"NET CLEAR OPENING PLYWOOD OVER 2X1 DRAFTERS -MIN.OPENING WIDTH: 20"NET CLEAR OPENING STUD WALL @ 16" O.C. W/ R-21 -MIN.OPENING AREA: 5.7 SQUARE FEET NET CLEAR -MIN.OPENING AREA:5.7 SQUARE FEET NET CLEAR KRAFT FACED BATT INSULATION OPENING W/ 3-30C KRAFT FACED BATT OPENING KRAFT FACED BATT INSULATION AND FIRESTOPPING AS REQ'D. INSULATION AND FIRESTOPPING AS REQ'D. T.O. NEW ROOF ------------------- ------------------- ---------- --------------------------------------------------------------------- SITE EL.: 18'-9 5/16" — PAUL DILANDRO, P.E. STRUCTURAL ENGINEER 99 WHIRLPOOL LANE T.O. EXISTING ROOF ------------- _ 12 -_—__------- ---- --------- _-- RIDGE VENT T.O. NEW ROOF E SITE EL.: 18'-9 5/16" ) _ _ 7 ROOF CONSTRUCTION: T.O. EXISTING ROOF --------- - ----- -" ---------- — I ARCHITECTURAL ASPHALT ROOF SITE EL.: 16'-10' SHINGLES 30 YEARS OR BETTER OVER 30# FELT PAPER OVER 4" L— — -j PLYWOOD OVER 2X10 RAFTERS 3 W/3-30C KRAFT FACED BATT A5.0 INSULATION T.O. PLATE I NEW CEILING : -- ------- - - - - --- ------ ------------------------- ---------------- SITE EL.: -11'-31/8" 2"x8"CEILING JOISTS L_ —1 i @ 16"O.C.WITH R-21 w INSULATION WALL CONSTRUCTION: = CEDER IMPRESSIONS VINYL V' SIDING OVER HOUSEWRAP U OVER 1/2"CDX PLYWOOD z 0 LIVING OVER 2x6 STUD WALL @ 16" O.C.W/R-21 KRAFT FACED 'O FLOOR: BATT INSULATION AND T.O. FINISH FLOOR 4 °' REPLACE EXISTING FIRESTOPPING AS REQ'D. SITE EL.: 3'-0" p'5'0 FLOOR WITH NEW 4" HARDWOOD FLOOR T.O. FOUNDATION WALL MDQ SITE EL.: -2'-0114" --------------------------- ---------------- L-- —J 01�PROPOSEDCRAW.SPACE EXISTING FLOOR FRAMING TO REMAIN T.O. GRADE SLAB CONSTRUCTION: SITE EI 0'-0" II=I' 111 - �ONCRE -------------- �EXISfING BASEMENT --------------------- •. =III=III11III—III— ------ -- S I I—I I I_I l I="!I�— 1 I I=I11-11 I -- ATTIC INSULATION I coNTlNuous SAD ATTIC FLOOR FRAMING OF SEALANT RIGID INSULATION "R-VALUE/DEP1H PER CLIMATE" COMPRESSIBLE WEATHERSTRIPPING AT PERIMETER OF ENCLOSURE CONTINUOUS BEAD SITE BUILT ATTIC ENCLOSURE - MECHANICALLY SECUREDOF SEALANT CONTINUOUS MINIMAL - _= EXPANDINGFOAMAT = =- WINDOW PERIMETER - = = PROMDEF40D CAOTYINSULATION CEILING GYPSUM BOARD INSULATIONBAFFLE UNNSU.ATED KNEE WALL ASAIR BARRIER AROUND VENTILATION CONTINUOUS BEAD CHUTE-FOAM SEAL RIGID INSULATION r OF SEALANT PERIMETER OF CLOSURE AT INTERIOR CONTINUOUS BEAD WIDOW UNTAS OF SEALANT RIGIDINSULATION OF RAFTER CA11TY AIR�hRftIER MECHANICAL LATCH 70 PRESSURE CONTINUOUS MINIMAL SEAL AT WEATHERSTRIPPING CONTINUOUS MINIMAL EXPANDINGFOAMAT EXPANDING FOAM SEALANT EXPANDINGFOAMAT WINDOW PERIMETER AT RIGID INSULATIONI a WINDOW PERIMETER SUBFLOOR INTERFACE CCNTINUOUS BEAD 0 OF SEALANTIL CONTINUOUS BEADlzzz� J� MANUFACTURED PULL DOWN STAIR OFADHESIVE BAND JOIST INSULATION U CONTINUOUS BEAD WINDOW UNTAS OF SEALANT AIR BARRIER CONTINUOUS MINIMAL EXPANDINGFOAMAT WINDOW PERIMETER CONTINUOUS BEAD c! OF SEALANT CONTINUOUS BEAD CONTINUOUS BEAD OF SEALANT OFADHESIVE CONTINUOUS BEAD CHECKED BY; CRULL WIDTH OF MUDSILL SILL SEALOF SEALANT FFOUNNDDATION WALL AS ISSUED: AIRER CONCRETE SLABAS 61R BARRIER CONTINUOUS BEAD 3 TYPICAL ROOF CAVITY INSULATION L�. TYPICA OF SEALANT L SEALING Al ATTIC BULL DOWN SRAIR SCALE: N.T.S SCALE: N.T.S TYPICAL LOWER WALL AIR SEALING DETAIL 2 TYPICAL UPPER WALL AIR SEALING DETAIL REVISED; SCALE: N.T.S SCALE: N.T.S MANUFACTURED RECESSED LIGHT ENCLOSURE GYPSUM BOARD BOX ENCLOSURE ARC INSULATION ATTIC INSULATION ATTIC TRUSS ATTIC TRUSS 3° 3' MIN MI yC ELECTRICAL WIRE PLUMONGPIPE TOP PLATE EXPANDING FOAM SEALANT AT PERIMETER EXPANDING FOAM SEALANT AT PERIMETER � • �, � CONTINUOUS BEAD OF SEALANT CONTINUOUS BEAD OF SEALANT - TOP PLATE IN EXPANDING FOAM SEALANT DRYWALL CEILING DRYWALL CEILING LLI RECESSED LIGHTING FIXTURE RECESSED LIGHTING FIXTURE _ BLO{�tING AS REQUIRED 49 SOUTH COUNTRY EXPANDING FOAM WALL STUD WESTHAMPTONN BEACH,NY D. SEALANT PHONE: 516-721-9474 WA►.LSTUD 7 AIR SEALING Al RECESESED LIGHTING IN ATTIC 8 AIR SEALING Al RECESESED LIGHTING IN ATTIC EMAIL: CZARNECKIDESIGNS@GMAIL.COM SCALE: N.T.S SCALE: N.T.S 0i PAUL DILANDRO, P.E. STRUCTUAL ENGINEER AIR SEALANT AT TOP PLATE PIPE PENETRA110NRIR SEALANT AlTOP PLATE EIECTRICAI PENETRATION 99 WHIRLPOOL LANE� �.. � �.�._�� _.�.. 6 EAST QUOGUE NY I , 11942 SCALE: N.T.S SCALE: N.T.S Refrigerant linesSeal unused EMAIL: PAUL.631-680-3590 DILAND 036 oILCOM .y w electrical knockout jol � ' Seal at Supply duct � . . - - - Seal around electrical connection __..: connections CONLON RESIDENCE High voltage disconnect 1815 PECONIC BAY BULEVARD FLOOR GRILLE -�` o- Air A�iLAUREL NY, 11948 _ _g FLOOR DUCT BOOT ' r �" Seal unused CONTINUOUS BEAD OF SEALANT i �, '` M°'$` i � � Seal where refrigerant and er :. SUBFLOOR electrical knockout � I{�. $��1 lines penetrate cabinet I E 1 4- Seal AHU cabinet TYPICAL AIR BARRIER INSUTATEDREXIBLE ' ±_ Seal around "' 4 �� coversAND SEALING DETAILS DUCT 1 TIE AT INNER LINER f w condensate drain I I MASIICATINNER LINER -x ` Seal return plenum to TI E AT OUTER LINER t Seal filter M r AHU cabinet access cover y w { Seal at return duct Condensate line- et`um { ; enuconnection d of N8Vv DILA CO O Hyl` TYPICAL AIR SEALANT AT DUCT BOOT Q TYPICAL DUCT SEALIG DETAILS TYPICAL DUCT SEALIG DETAILS s� 0 52 ���� 9 9�� . �pROF� � APRIL 12 2017 SCALE: N.T.S SCALE: N.T.S SCALE: N.T.S _s . COLUMN LEGEND ,;=3 6"x6" SOLID WOOD POST (DOWN) ® 611x611 SOLID WOOD POST (UP) f r� 2x 12 PRESSURE TREATED BEAM -- --------------- ------- ---- — — _.. — — — - - J _2xl2PRESSURETREATEDBEAM-- --a - -- - --- - --- - -- ®- -- --- ---- -- - -- _ _ - -- -- - -- -- -- W : 1 (3)2x10 I I 1 R i i 1 R - - - - - - - -- - - - - i L - - - - - -- - - - - - - g - - - - I @16 C it 1 - - - - - - - - - - - .._ _.. - - - � NEW 7 "LVL FLOOR JOIST i NEW 7 d'LVL FLOOR JOIST I 1 1 @16"O.C, c i @16"O.C. I 1 i I -- - - - -- - - -- l i o I � II 1 I I �_$� - N J i r 1 1 i i CHECKED BY: .yv 1 1 ( f NEW 7 4'LVL FLOOR JOIST X i NEW 14"LVL FLOOR JOIST I ,© I 1 i WOO 1 R 1 ' It 1 @16"O.C. i @16'0.C. ISSUED: I \ t i @16 .0 1 I I II I r M 44 EXISTING FLOOR JOISTS TO REMAIN I ;' 28 LI JIT II tI I b' ' I +:: I i i ` I 1!1 REVISED: ° I _ t4l I I I I i 11 1 f i i II ' 81 B4 1 1 I i f ; ; AREA INDICATES I I 1 ROOF FRAME OVER i + II LI J T 6' I I x EXISTING FLOOR JOISTS TO REMAIN EW 7 4"LVL F100R JOIST I 'V I \ I , ' � I G @lb O.C. I I I 4/dA / . i I I II I \1 Jill � -- r Tr 2x8 PRESSURE TREATED 1 1 ° i I ' I u I I I I i � 49 SOUTH COUNTRY RD, WESTHAMPTON BEACH, NY DECK JOIST @Ib"O.C. i ii i t I R i i i I R PHONE: 516-721-9474 Ell i� 8 LI JIT - I @16 C , 1 EMAIL:CZARNECKIDESIGNS@GMAIL.COM 6 C. EXISTING FLOOR JOISTS TO REMAIN1 II I j1 NI IN 1 1 I I I I 1 1 • I I I I I I PAUL DILANDRO, P.E. STRUCTURAL ENGINEER 2x8 PRESSURE TREAT[ ' f \ \ \ \ --------------- " I i i i i 99 WHIRLPOOL LANE DECK JOIST @16"0. 1 i i i i i EAST QUOGUE NY, 11942 ------ I I - _ TEL 631-680-3590 ---- -- 74"LVL FLOOR JOIST I I 1 1 - I i EMAIL:PAUL.DILANDRO@GMAIL.COM -- @16"O.C. 0 o II I II ° ------ EXISTING FLOOR JOISTS TO REMAIN 2 ELI JIT X i i 1 R i xl R @16 .0 i 1 1 ------ I 2x8 PRESSURE TREATED C O N LO N ----- ) DECK JOIST d r i i i ' t 71"LVLFLOOR JOIST I -- - - RESIDENCE ADDITION 4 , z r � - - -- - -- --, I I I 1 1 @16"O.C. -- II I --- 2)14' a"LVL--- - -- - -- -- 1 F E -� 1 t ) ' 1815 PECONIC BAY BOULEVARD - -- - - - -1 ------------ i - - - - -- i i --------- -- i i LAUREL, NY 11948 (2)14"x94"LVL L-J L --H--- L rr FRAMING PLANS ANIIIIIIIIII ff PROPOSED MAIN FLOOR FRAMING 2 PROPOSD CEILING FRAMING 3 PROPOSED ROOF FRAMING .���F pEw yo �4b SCALE: 1/4" = 1 '-0" SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" ' 01 s c? 097252 OFs.�°=`�� fiMARCH 04, 2017 ELECTRICAL LEGEND GENERAL NOTES CIRCUITING NOTES: SYMBOL DESCRIPTION MODEL 1. THE CONTRACTOR SHALL CIRCUIT ALL LIGHTING AND RECEPTACLES PER THE REQUIREMENTS OF RESIDENTIAL CODE OF NEW YORK STATE. WRM ALARM KEYPAD TBD BY OWNER ALARM CO, 2. PROVIDE G.F.I.TYPE CIRCUIT BREAKERS WHERE G.F.I.PROTECTION IS REQUIRED BY CODE. 3. PROVIDE SMALL APPLIANCE BRANCH CIRCUITS AS REQUIRED BY THE ELECTRIC CODE. 4. PROVIDE A DEDICATED CIRCUIT TO EACH BATHROOM TO SUPPLY POWER TO ALL THE HALO 4 IN. LED RECESSED LIGHTING TBD, REF, ARCHITECT RECEPTACLES IN THAT BATHROOM. BATH CIRCUITS SHALL USE G.F.I. BREAKERS. 5. PROVIDE DEDICATED CIRCUITS WHERE INDICATED ON THE ARCHITECTS DRAWING 6. PROVIDE ARC FAULT BRANCH CIRCUITS AS REQUIRED BY CODE. BATHROOM EXHAUST REMOTE BLOWER, ALUM. GRILLE 7. GENERAL PURPOSE RECEPTACLES SHALL NOT EXCEED 10 RECEPTACLES PER 15 AMP CIRCUIT 8. GENERAL LIGHTING CIRCUITS SHALL NOT EXCEED 80%OF BRANCH CIRCUIT-1,920 WATTS _ FOR 20 AMP CIRCUIT BREAKER-1,440 WATTS FOR 15 AMP CIRCUIT BREAKER ------------------------- -- - OCM CARBON MONOXIDE DETECTOR BRK C01 120B W/ BAT. BACKUP 9. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR TEMPORARY WIRING DURING CONSTRUCTION __________________________________________________________________ FOR LIGHTING AND GENERAL PURPOSE RECEPTACLES. - --------------------- - --- - -- --- --- - - -------- CEILING FAN AS PER OWNER- F1 NATIONAL ELECTRICAL CODE: ----------------------------------- - - - -- - CEILING PENDANT LIGHT AS PER OWNER 1. ALL WORK SHALL COMPLY WITH THE STATE OF NEW YORK 2007 RESIDENTIAL CODE, PART VIII ' 1 ELECTRICAL. Cpl ! j CHANDELIER OR SURFACE 2. THE ELECTRICAL CONTRACTOR SHALL PROVIDE THE OWNER WITH ALL REQUIRED PERMITS, AS PER OWNER -' MOUNTED FIXTURE INSPECTIONS AND CERTIFICATES. i l 3. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TO THE ENGINEER IN TRIPLICATE,T III TR CATS, EQUIPMENT CA T6 1 1 1 1 1 li I 1 1 1 1 1V -CI - CLOSET LIGHT TBD SPECIFICATION SHEETS FOR APPROVAL PRIOR TO PURCHASE OR INSTALLATION OF ANY TRANSFORMERS, PANEL BOARDS, SAFETY SWITCHES LIGHT FIXTURES, I I 1 1 1 1 1 DEVICES ETC. 2002 ' 1 l l 1 I ' ; ; iii ; 111 fNATIONAL ELECTRICAL CODE. 1 , ' , DISHWASHER HARDWIRE � illlil111 1 � I111I 8 1 I IW REFER to MANUFI's SPEC 4. THE ELECTRICAL CONTRACTOR SHALL WIRE ALL MECHANICAL EQUIPMENT(POWER/CONTROL). CONNECTION THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL THERMOSTATS TRANSFORMERS, RELAYS, TRANSFOR CHECKED BY: III 1 1 I I I f I WIRING SCHEMATICS ETC. NECESSARY FOR THE CONTROL SYSTEM.ALL WIRING SHALL BE �' III I 1 ! 1 II 11111 11111 ; i i 1 i l 1 1 1 1 1I1 ' 111I11 IIi1111111 I II 11 _, _ _..__ 1 i 1 1 1 i 1 1 1 I 1 1 1 1 1 1 1 1 1 1 I I DR� DRYER RECEPTACLE REFER to MANUF.'s SPEC COORDINATED WITH THE MECHANICAL CONTRACTOR. ISSUED: - --- - - � 111 111 11 ; 1111111 ; ; 11111 iii 11111 S. THE ELECTRICAL CONTRACTOR SHALL PROVIDE TO THE OWNER A COMPLETE START UP; 1 i 1 l j i I I MAINTENANCE AND OPERATING MANUAL FOR ALL ELECTRICAL EQUIPMENT INSTALLED 1111 1111111 1 i I 1 I I i I DUPLEX RECEPTACLE LEVITON DECORA PLUS 5325-W INCLUDING PANEL SCHEDULES,WIRING SCHEMATICS, OWNERS MANUALS, ETC,THE MANUALS I 1 11 11 1 I ILII ; 1111 111 ; ' � � � 1111111 II II 1111 VIII 1111111 ,- I li 1111 1 11 SHALL BE PUT IN BINDERS AND SUBMITTED TO THE OWNER BEFORE WORK IS CONSIDERED . �, I I 11111 ! 1111 ; ; 1111 IIII i j 1 1 1 1 1 1 GROUND FAULT PROTECTED COMPLETE.ALL WIRING DIAGRAM SHALL BE APPROVED BY ELECTRICAL CONSULTANTS. I AINM 1 1 1 I 1 1 I I 1 1 GFI DUPLEX RECEPTACLE LEVITON DECORA 6599-W 6. ALL ELECTRICAL EQUIPMENT,SUCH AS PANEL BOARDS, MOTOR STARTERS, SAFETY SWITCHES 1 )N � 1 1 y SHALL BE IDENTIFIED WITH ENGRAVED LABELS. ' I 1 EXT. 7. THE ELECTRICAL CONTRACTOR SHALL PROVIDE ACCURATE, TYPED PANEL SCHEDULES.ONE i I III ! EXTERIOR RECEPTACLE TBD COPY SHALL BE ATTACHED TO THE APPROPRIATE PANEL AND ONE COPY SHALL BE INCLUDED a ; THE OPERATION MANUAL PROVIDED TO THE OWNER. _-__ ---_ U _ I _ i i PHONE® PHONE JACK LEVITON 40649-W 8 PR WIRE 8• ALL CONDUCTORS SHALL BE COPPER, EXCEPT AS NOTED ON THE DRAWING, 111 9. THE MINIMUM SIZE WIRE FOR BRANCH CIRCUITS SHALL BE #12 AWG COPPER, LARGER SIZE 1 1 WIRE SHALL BE USED WHERE NECESSARY TO LIMIT VOLTAGE DROP TO 3%FROM PANEL TO 1 ' RANGE HOOD HARDWIRE I HDA REFER to MANUFACTURERS SPEC, CONNECTION ' 10. ALL RI WIRING CONCEALED IN WOOD OR METAL FRAME CONSTRUCTION SHALL BE TYPE AC C�4�61I (ARMOR CLAD)CABLE OR TYPE NM(NON-METALLIC-SHEATHED CABLE)WHEN APPROVED BY REVISED: RANGE HARDWIRE CONNECTION REFER to MANUFACTURER'S SPEC. ELECTRICAL CONSULTANTS. 1 I 11 11 RG 11. ALL EXPOSED WIRING SHALL BE TYPE THE WIRE IN ELECTRICAL METALLIC TUBING (E.M.T.) lfllii MINIMUM SIZE SHALL BE 1/2" 1 VIII ' - DUPLEX FLOOR RECEPTACLE TBD 12. ALL CONCRETE ENCASED WIRING SHALL BE TYPE THE WIRE IN GALVANIZED SCHEDULE 40 STEEL CONDUIT. 1 1 ! 111111 , -- ---------- -- ! ! ' III' UNDER COUNTER GROUND FAULT 13. ANY EMPTY CONDUITS INSTALLED FOR FUTURE USE SHALL BE CAPPED AT BOTH ENDS WITH PROTECTED DUPLEX RECEPTACLE TBD METAL CAPS. ' 14. THE ENGINEER'S DRAWINGS ARE SCHEMATIC REPRESENTATIONS ONLY. THE CONTRACTOR 0 0 0 HALF-SWITCHED DUPLEX LEVITON DECORA PLUS 5325-W SHALL CONSULT THE ARCHITECTS PLANS FOR EXACT LOCATIONS OF SWITCHES, RECEPTACLES, RECEPTACLE WIRED AS REQUIRED FIXTURES, ETC. 15. ALL LIGHTING FIXTURES SHALL BE UNDERWRITERS LABORATORY(U.L.)LISTED QUAD RECEPTACLE LEVITON DECORA PLUS (2) 5325-W 16. ALL CHANDELIERS SHALL BE PROVIDED WITH SUITABLE STRUCTURAL SUPPORT. ' 17. TELEPHONE OUTLETS SHALL BE PROVIDED WHERE INDICATED ON PLANS. CABLES SHALL BE RUN E ISBN PO E FROM EACH OUTLET TO THE TELEPHONE SERVICEEQUIPMENT.ALL WORK SHALL BE � i � I! ! ili II I1II � Ili 11111 II I , itll I ' \ -RE A I .,REFRIGERATOR RECEPTACLE REFER to MANUFACTURER'S SPECCOORDINATED WITH THE TELEPHONE COMPANY AND ARCHITECT I 1 I 1 I I ;�,'~'c,,;>. ♦ ® � � O 18 ALL ELECTRICAL EQUIPMENT SHALL BE APPROVED FOR USE IN NEW YORK STATE 19. ALL EXISTING CONDITIONS SHOWN ON THE PLANS SHALL BE VERIFIED IN THE FIELD BY THE WALL SCONCE TBD BY OWNER CONTRACTOR.THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIG TO THE START OF ANY WORK. GFI 20. ALL EXISTING SYSTEMS AND EQUIPMENT THAT IS TO BE RE-USED SHALL 8E THOROUGHLY SHOWER LIGHT TBD INSPECTED AND TESTED FOR PROPER OPERATION. ------- 21. NO DEVIATION FROM THE ENGINEER'S DRAWINGS SHALL BE PERMITTED WITHOUT PRIOR 49 SOUTH COUNTRY RD. I' I WRITTEN APPROVAL FROM: ELECTRICAL CONSULTANTS. WESTHAMPTON BEACH, NY OSS SMOKE DETECTOR BRK 86RAC W/ BATTERY BACKUP 22. GROUNDING SHALL BE IN ACCORDANCE WITH ARTICLE 250 OF THE ELECTRICAL CODE. PHONE: 516-721-9474 l FI 1 1 i 23. ALL ELECTRICAL EQUIPMENT, DEVICES, ETC.SHALL BE INSTALLED IN STRICT ACCORDANCE EMAIL:CZARNECKIDESIGNS@GMAIL.COM LUTRON SWITCH PLATE TBD WITH THE MANUFACTURERS'SPECIFICATIONS AND RECOMMENDATIONS. III !� i 1 24. THE CONTRACTOR SHALL VISIT THE SITE AND FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS PRIOR TO SUBMITTING A BID.THE CONTRACTOR SHALL INCLUDE IN HIS BID THE i I i ! T1 $3 THREE-WAY SWITCH TBD PERFORMANCE OF ALL WORK REQUIRED TO COMPLETE THE PROJECT, INCLUDING ALL WORK I I�I o GFtgd, i RELATED TO SITE CONDITIONS THAT MAY NOT BE CLEARLY DEPICTED ON THE ENGINEERS PLAN. 1 1 1 I I 1 --- I 1 I I lT \ I I I I I I I FOUR-WAY SWITCH TBD 1 -------- --- I - 4 PAUL DiLANDRO, P.E. STRUCTURAL ENGINEER $ SNGLE-POLE DIMMER SWITCH TBD TYPICAL DEVICE MOUNTING HEIGHTS ST WHIRLPOOL LANE ___ _ ___ I I Il i i i l � 1 1 __ D 11 EAST QUOGUE NY, 11942 i i IIIIIill J -- --- � I III 1 IIIIIIIII II 11111 III $ 1 1 1 1 l i III 1 GFI THREE-WAY DIMMER SWITCH TBD 1. HEIGHTS SHOWN ARE TYPICAL TO CENTERLINE OF BOX UNLESS NOTED OTHERWISE. TEL 631-680-3590 1 1 ------ � 1 11 I 11 11 1 ; 111 11111 ., 1 1 1 111 ; 1 1 1111 1 1 0 ; VIII II ; ' IIII ! II ; ' 11 ; 1 � 1 �'I i 3D EMAIL:PAUL.DILANDRO@GMAIL.COM ice_, 2. DEVICES ABOVE DOORS SHALL BE CENTERED BETWEEN TOP OF DOOR TRIM AND CEILING ------ IIT $Js JAMB SWITCH TBD 11 1 ; 11111 ------ 1 I', � I 1 3. MOUNTING HEIGHTS SHOWN ON ARCHITECTURAL ELEVATIONS SHALL GOVERN OVER THOSE i1 SHOWN BELOW. TVI* CABLE JACK LEVITON 40681 W 11 ; 11 r 1 1 1 1 4. FOR CEILING HEIGHTS HIGHER THAN 7 2, INSTALL FIRE ALARM NOTIFICATION AUDIO AND 1 11 I MICROWAVE HARDWIRE VISUAL APPLIANCES SO THAT BOTTOM OF STROBE LENS IS NOT LESS THAN 80"A.F.F., 11 I x 1 1 1 1 Iii ! � 11 , - 1 , I , CONNECTION o MANU A TUBER'S SPEC OTHERWISE INSTALL WITHIN 6 BELOW CEILING 11 '-11 - 1 I 1 , ; ' ------ ------ 11 CONLON 11 1111111 IL 111111 111111 11 , Ti -------------- I T PI20GAMABLE THERMOSTAT HVAC LOW VOLTAGE I 1 I I I 111111111 I I 11 11111 11111111 n� l I 111111 1 I RESIDENCE ADDITION -------------- I (N LE) \ Iiiii _ I OT TO SCA z TYPICAL 8'-0"CEILING \\ -------------- L 0 EXTERIOR RECESSED DOWNLIGHT BEGA 1125.540 - 1815 PECONIC BAY BOULEVARD y LAUREL, NY 11948 RECESSED LINEAR LED TBD, REF. ARCHITECT TOP OF PANEL io) R:CESSED SMALL APERTURE DOWNLIGHTING ELEMENT 3"ADJUSTABLE DOWN LIGHT CAT60- CAT6 COMPUTER HARDWIRE REF. ELEC. CONTRACTOR REF.N BRACKET INSTALL GUIDE FRAMING PLANS •......0...... LED STRIP LIGHTING TBD ® FLUORESCENT LIGHTING TBD - T PROPOSED ELECTRICAL PLAN NOTE:ALL FINAL CABLE,PHONE AND INTERNET HARDWIRE LOCATIONS TO BE APPROVED BY OWNER PRIOR TO INSTALLATION s INDICATES HOMERUN TO LIGHTING CONTROL PANEL.THE TAG NUMBER INDICATED REFERENCES THE LOAD NUMBER SCALE: 1/4" = 1'-0" ® FROM PREVIOUSLY SUBMITTED LOAD SCHEDULE BY LV DESIGN GROUP, BARNES COY ARCHITECTS HOLDS NO ®v RESPONSIBILITY FOR DISCREPANCIES BETWEEN TAG NUMBERS AND LOAD SCHEDULE REFERENCING. 00 _ v DMX INDICATES RGB LED LIGHTING, PROVIDE POWER SUPPLY AND DMX CONTROLLER, LOCATION TO BE DETERMINED IN o OF NEW FIELD. o 'o v 'v �? v - �Q'�� DI��OO oho °° CO rLO to v Iq °r° J o r I• � i I �O 097257- RROFESS�O���. MARCH 04, 2017