Loading...
HomeMy WebLinkAbout42431-Z ZaM �o�gUFPOt,�e^ Town of Southold 10/2/2015 P.O.Box 1179 a 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 39927 Date: 10/2/2018 THIS CERTIFIES that the building ACCESSORY ALTERATION Location of Property: 7025 Great Peconic Bay Blvd, Laurel SCTM#: 473889 Sec/Block/Lot: 126.40-15 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 2/26/2018 pursuant to which Building Permit No. 42431 dated 3/6/2018 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: FIRE REPAIRS AND ALTERATIONS TO AN EXISTING ACCESSORY BUILDING AS APPLIED FOR The certificate is issued to Antonucci, Salvatore of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 42431 09-18-2018 PLUMBERS CERTIFICATION DATED 00 utho ' Signature sofro i�. TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE oy oma" 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#: 42431 Date: 3/6/2018 Permission is hereby granted to: Antonucci, Salvatore 7025 Peconic Bay Blvd Laurel, NY 11948 To: make repairs and alterations to an existing accessory building as applied for. At premises located at: 7025 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 126.-10-15 Pursuant to application dated 2/26/2018 and approved by the Building Inspector. To expire on 9/5/2019. Fees: ACCESSORY $100.00 CO -ACCESSORY BUILDING $50.00 $150.00 V 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: 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$25.00,Additions to dwelling$25.00,Alterations to dwelling$25.00, Swimming pool$25.00,Accessory building$25.00,Additions to accessory building$25.00,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. 54 a-a d a Gir New Construction: Old or Pre-existing Building: V (check one) Location of Property: 7025 Peconic Bay Blvd Laurel House No. Street Hamlet Owner or Owners of Property: Sal Antonucci Suffolk County Tax Map No 1000, Section 126 Block 10 Lot 15 Subdivision Filed Map. Lot: Permit No. Date of Permit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Temporary Certificate Final Certificate: N./ (check one) Fee Submitted: $ Applicant Signature pF SO!/r�,o! Town Hall Annex Telephone(631)765-1802 54375 Main Road y Fax(631)765-9502 P.O.Box 117 �Q roger.richer a)-town.southold.ny.us Southold,NY 119711-0959 � CpUNTY,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Sal Antonucci Address: 7025 Peconic Bay Blvd City: Laurel St New York Zip: 11948 Building Permit#. 42431 Section 126 Block. 10 Lot: 15 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor- AS BUILT DBA: License No: 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 X Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 1 HID Fixtures Service 3 ph Hot Water GFCI Recpt 4 Wall Fixtures 3 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures 6 CO Detectors Sub Panel 1 A/C Blower Range Recpt 20a Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 9 Twist Lock Exit Fixtures 11 TVSS Other Equipment: "AS BUILT' "ELECTRICAL SURVEY" "NO VISUAL DEFECTS" Notes, 1-range hood, 1-paddle fan, 1-bath fan Inspector Signature: Date: September 18 2018 81-Cert Electrical Compliance Form.xls . DE S0Uly0 # TOWN OF SOUTHOLD BUILDING DEPT. `ycnu765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] NSULATION [ ] FRAMING /STRAPPING [ FINAL pq#' � [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: � �5 h ��d � �bo►/ Iti�r om 1 DATE INSPECTOR ho�a0f 80UTyo6 # 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) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] CAULKING REMARKS: l �ij<qy i DATE f 0f INSPECTOR V ,r FIELD INSPECTION REPORT DATE - COMMENTS FOUNDATION(1ST) ------------------------------------ 9/ ' 'FOUNDATION (2ND) � O 1 ROUGH FRAMING& y PLUMBING -b INSULATION PER N.Y-. �] STATE ENERGY CODE i001 1 A �✓ ce- WV FINAL ADDITIONAL COMMENTS -IH- ICA 0 ©© A41(o ""' S o m X -�o z N i 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) 765-9502Survey SoutholdTown.NorthFork.net PERMIT NO. 4a-4-J�� 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 to: Robert Wilson Disapproved a/c PO Box 49 Southold NY 11971 Phone: (631)504-8842 Expiration 20 I D Building Inspector D FEB 2 3 2018 LICATION FOR BUILDING PERMIT Date February 22nd , 20 18 INSTRUCTIONS TOWN OF SOUTHOLD 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 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) PO Box 49 Southold NY 11971 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor, electrician, plumber or builder Agent Name of owner of premises Sal Antonucci (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: 7025 Peconic Bay Blvd Laurel House Number Street Hamlet County Tax Map No. 1000 Section 126 Block 10 Lot, .w ��J 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 Single family residential with finished/unheated recreation area in accessory garage Same with repair to roof and walll framing due to fire damage.Aslo replace vinyl b. Intended use and occupancy siding with new. and replace windows.All to accessory building. 3. Nature of work(check which applicable): New Building Addition Alteration Repair V/ Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling, number of dwelling units 1 Number of dwelling units on each floor 1 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 18'-4-3/4" Rear 18'-4-3/4" Depth 26'-0" Height 14'-5" Number of Stories 1 Dimensions of same structure with alterations or additions: Front 18'-4-3/4" Rear 18'-4-3/4" Depth 26'-O" Height 14'-5" Number of Stories 1 8. Dimensions of entire new construction: Front 18'-4-3/4" Rear 18'-4-3/4" Depth 26-0" Height 14'-5" Number of Stories 1 9. Size of lot: Front 100.00' Rear 100.00' Depth 202.29' 10. Date of Purchase Name of Former Owner 11. Zone or use district in which premises are situated R-40 Medium Density Residential. 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO V 13. Will lot be re-graded? YES NO V Will excess fill be removed from premises? YES NO V 7025 Peconic Bay Blvd. 14. Names of Owner of premises Sal Antonucci Address Laurel NY 11948 Phone No. (631)504-8842 Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO V * 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 V * IF YES,D.E.C. PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to 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_V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) Robert Wilson being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Agent 06NNIE D.BUNCH NotarPubl' ,State of Now York (Contractor,Agent, Corporate Officer, etc.) No.01 BU6165050 Qualified in Suffolk County om ssio Expire April 14,2 of said owner or owners, and is duly authorized to perform or have performed the said worrlc an' to mace 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 Pefore me thi of ,(N�v 20 Notary Public Signature of Applicant Scott A. Russell ,��®su p ST01kMWA F1E1K SUPERVISOR a' �j � CO) l��l[A1�AcG IEMIEN T SOUTHOLD TOWN HALL-P.O.Box 1179 0 53095 Main Road-SOUTHOLD,NEW YORK 11971 0 'own of Southold CHAPTER 236 - STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) DOES THIS PROJECT INVOLVE ANY OF THE IFOLILOWING: Yes No (CHECK ALL THAT APPLY ❑❑ A. Clearing, grubbing, gr\Ading or stripping of land which affects more than 5,000 square feet of ground surface. ❑Q B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑Q C. Site preparation on slopes which exceed 10 feet vertical rise to 100 feet of horizontal distance. ❑❑ 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 on FIRM Map of any watercourse. ®® 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, 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. ' 1000 Date M T C. . . APPLICANT (Property Owner,Design Professional,Agent,Contractor,Other) S. District NAME- Robert Wilson 126 10 15 2/22/2018 ;arwSection Block Lot FOR BUILDING DEPARTMENT USE ONLY**** Co — _ _ — _ _ _ _ —ntact Information (631)504-8842 (r.4�.N—b.) Reviewed By: I I Date: Property Address/Location of Construction Work: { — — — — — — — — — — — — — — 7025 Peconic Bay Blvd ` El Approved for processing Building Permit. Stormwater Management Control Plan Not Required. Laurel NY 11948 ti Stormwater Management Control Plan is Required (Forward to Engineering Department for Review.) FORM # SMCP-TOS MAY 2014 soUr�� �o Town Hall TeX Telephone(631)765-1802 54375 Main Road rOgerrichert nY us P.O.Box 1179 f;CY1town so 015. Southold,NY 11971-0959 VVlvJvlll titi BUILDING DEPARTMENT TOWN OF SOUTHOLD Ai'PLiCATION FOR ELECTRICAL INSPECTION REQUESTED BY: Owner Date: Feb. 22 2018 Company Name: - Name: License No.: Address: Phone No.: JOBSITE INFORMATION: (*indicates required information) *Name: Sal Antonucci *Address: 7025 Peconic Bay Blvd. Laurel NY 11948 *Cross Street: 2nd Street *Phone.No.: (631)504-8842 Permit No.: a. 1 Tax-Map District: - 1000 . Section: 126 - Block: 10 Lot: 15 *BRIEF DESCRIPTION OF WORK(Please Print Clearly) Repair to roof and wall framing due to fire damage. Replace vinyl siding with new. Replace windows. (Please Circle All That Apply) *Is job ready for inspection: YES / O_ Rough in Final *Do-you meed a Temp Certificate: YES/ NO Temp Information tiff needed) *Service Size: 1 Phase 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 8241equest for Inspection Form n_ S FFD K Town Hall Annex aZ - Telephone(631-1802 54375 Main Road < Fax(631)734-9502 CD P- O. Box 1179CIO t' Southold, EKY 11971-0959 ' BUILDING DEPARTMENT NOTICE OF UTILIZATION OFTRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION ANDIOR TIMBER COI�fSTRUCTION Date: Feb 22 2018 Owner. Sal Antonucci Location of Property- 7,025 Peconic,Bay Blvd. Laurel NY 11948 Please take notice that the (check applicable line): New•residential'structure Addition to existing residential s(ruddre " Rehabilitation to an existing residential structure to be constructed or- {performed at the s"c�bject property reference above will utilize (check applicable line): _ Truss type construction (TT) Pre-engineered wood construction{PW) Timber construction (TC). in the-following Jocation(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): Robert Wilson k, Capacity(-check applicable line): Owner • f -Owner representative I 7russResReol5-docx Effective 1110-015 i . 6" DIAMETER s ZEFL'ECTIVE RED J --ROMAN ALPHANUMERIC _ "DESIGialCTlfli�I-OF CONS T IZUO'T ioN (PNfS) #187 ,: TYPE BASED ON SECTION set OF THE BUILDING CODE OF NEW YORK STATE 2.' MIN. REFLECTIVE WHITE 12 COPl�P(�I7EPITS7HAT AP •OF TRUSS CONSTRU.CXION 'F- FLOOR FRAMING,•IRCLUI thG _ "Ry fZC30F Pf3�icM($IC: 'FR" FLOOR AND ROOF lkAidaE b 1 RLSS RL.IL t Mf -iCc+'1'E d.CM V•,9( CMMAlCC-1(11 T,119 MC -PART,12Q- '�-. � • nnrmsr� SV,I I[]N ' L/V 1lVPLE-TRllSSii_.lW-n[lilnUa\ISIC-IY •L ATF--'OYO& .OQ5_�; NEW YORK STATE DEPARMENTOF STAT DIVISION OF CODE ENFORCEM'ENT .- AND ADMINISTRATION- RIENxUt�CMa+ • �� •v. v�r V d V V V • 47evi( .7.240�cz 46 OC �� do`s• � . /�• ra.f tej G o � _ $ rro 0. ' � rfra ¢ow �Rla j Z. CA o w - o Q cs � , •.a' N N V 00We � �• t , ro P to uv o � eco lb IVY\ o � co 0 � 3 = a 1 3 0 -lob ch cb A a 'C N �I SURVEY FOR b �� ANDREW L . REI L L Y � �G LAUREL Q TOWN OF SOU MOL.D SUF+F. CO., N. Y. GUARANTEED M HOME TITLE DIVISION OF SCALE-/ 50' CHICAGO TITLE INSURANCE CO. NOTE DEC. / , 1969 I =MONUMENT J/• A1.DEN PROFL�SSlON ENG/ ER AND LAND SURKEYOR,N.Y.S.Ur.Na 12840 RIVERHEAD,N.Y. WINDOWS-DOORS A-SERImE$ WSdersen. S6rWS AND DOOR nPwR0T IrII , E C T 1 0 N Awning Windows 1114" 10 111A" 5131,,"to 11114' D CUSTOM WIDTHS :I CUSTOM MOTHS �egiinnnnngn........... NNU ROM flMn 09"MID ... ....I Ba...... .......M O.U. .130. H. nur ii 351/4' SEP 7 i !-C ............. 31 A MITEN.........ON"nmpl 1 50—..... - U ....... DO.....U.. I M0 to x ........... to 151/4 REES"P"D 00unggd ggddan 15 1A I I ...son DTJU-DTj\TG DEPT. F= T� `;_�TTTZIOILD Clear Opening Width -window width -4.944 Unobstr.Glass Width -window width -6.650 Height-5.875 Height=window height-7.450 Vent Opening Width -window width -4 944 Minimum R.O. Width =width +3/4" UHeight=5.875 7U Height=height+3/4" Picture Windows Stationary Transom Windows 15 F CUSTOM ' M a HjI I14 55 3/8" to 711/4" K- CUSTOM CUSTOM CUSTOM WIDTHS DTHS _ I.......MUMN.... D.N.N.I.I.. ..a 0 nar D.1...................an 2—uaa Rr...................... "I,910"E", I I R,I U.mm,-- ........1B.N.0........ 951/4, ... DUN...=.0 UnUM ............... `c 'D"Ur' LIND K., 711/4' �U n lid""i DUN L-1 0 "0. 55 IA' q ......N...M. D 39 4" to I M.H.2........... ..... On D. . . n. ......... 01 =M M .............D'. to to "1 0 N N SON R,1100 40 IV,T,111.1 ill A I'll to 231/4" Q n�nnnur 111/4" ! oo°dcoo� 11MV 111/4 ..... 0W Q _1 Unobstr.Glass Picture Stationary Transom Minimum R.O. Width -width +3/4" ElWidth -window width -6.650 Width =window width -6.650 Height=height+3/4" Height-window height-7.450 Height=window height-6.650 Venting Transom Windows �cu191/4" to 511/4" 513/8" to 591A" CUSTOM WI D;i 0 ON onkWa. ..M 40. 351/4' N—M."N. 311/4' nnu M1 ............ M N......... .... . .. ... to HE...... .. ....W............ ....... to .... ................. 15 1/4" 151/4 Clear Opening Width =window width -4.944 Unobstr.Glass Width =window width -6.650 Height=5.875 Height=window height-6.650 Vent Opening Width =window width -4.944 Minimum R.O. Width =width +3/4" Height=5.875El Ei Height=height+3/4" 2012 Coastal Product Guide Page 2 of 2 CUSTOM SIZES&SPECIFICATIONS Custom Sizes&Specifications A-Series windows are available In 1/8"Increments between minimum and Casement Windows(stationary&venting) maximum widths and heights shown.Some restrictions apply.Contact your 191/4" to 311/a" 313/8" to 351/4"� local Andersen supplier for custom-sized specialty windows. CUSTOM WIDTHS ;I I CUSTOM WIDTHS :I . .. aa❑Rac¢Raun❑¢Rvanaaaa anuvaa¢agaaa❑❑canv❑D¢v cua❑an❑ava¢ao aaaaRRan `�Ranaaaa❑aanan¢c❑navn❑❑ I aa❑nn❑n¢naa❑ n �—caGrngaat[anuq❑- t oanaaa❑n❑vnn❑a . tl1 ennr<ngoan❑nnaa . HERaRR❑RanaR !c RDRR❑ana.Ra 711/4° c7 a°Oa°an°Ra°❑n°°°n°n°n°❑°n°° 711/4° I c7 /iii°n,onuwu°oiuL°ss W qunuadn❑nunnrm W i' ❑ ungnnGn❑aaaal Required hinge type for casement windows Is based on size and window 00".8"'I'll.I'll.rlqq G a[Inrl°nnYtr•rIl!R❑, t0 � _, aannlandllitlLnna131 to f S nnaitnnG at:¢sal } nuuannunaan¢unl uggqnuuliliuuuvui 281/4^ i ° °noo in°°°naQouu°i 311/4° j °O°C°e nn°On°nn°nnn°o performance.To determine which clear opening formula to use,first contact an lanvaaaaa❑nl wnnanimnnm N yaay r,annan, Innnnuunu rte F51ira ii❑urtunR :1 nnnm❑am IGaiiaaaED" . 4, lanu4rRnnann Andersen representative to identify the required hinge type. nnGGUnnnnn� In nnunnagnnl Clear Opening Width -window width — 9.418 Split arm operator and 10'standard hinge Unobstr.Glass Width —window width —6.650 —window width — 6.755 Straight arm operator and 10'egress hingeHeight—window height—7 450 =window width—10 944 Split arm operator and 13'standard hinge ® -2.757+(0.951057 x(window width—9.342)) Split arm operator and 13'standard hinge with 72°vent limiter Height-window height—5.653 Vent Opening Width =window width —6.536 Minimum R.O. Width =width +3/411 Height—window height—5.653 --- Height=height+3/4" I i •All custom-size A-Senes casement windows wider than 2'-3 1/4°and tallerthan 3'-11 1/a°meet or exceed clear opening area of 5 7 sq ft.,clear opening width of 20"and clear opening height of 24". Double-Hung Windows F11911/a"to 351/4" r 35 3/a" to 371/a" 37 3/8" to 391/4" r 39 3/s" to 411/4" CUSTOM WIDTHS I }CUSTOM WIDTHS—'; CUSTOM WIDTHS ;I I CUSTOM WIDTHS ;I aagannnanaRan❑ngaRaaRR agagRRR❑qRRaaa❑a❑aanqa }I'"�=~ ` naR¢aaaaa❑gppgnanflaRRa ��, Ca❑RTlnR❑aC�3naaa&annaq ` atlabaaa¢aann.,nr.n.mm�nn - baannRga❑C^•.,•n,.nnn,ann I aGanan❑annnnnnr,.,nnnnnn I / ❑nnn¢nngane.rvnnnnnn-.-,nn ^ ao❑aRnaL'nr �, nanRR::naagt t ffia❑.. anon[ I I a¢a12TIDGnnn[ Illirnira]IIOf][°Irai.°1C ; °¢[iui?nsf_;inc°Ti i ' OG[149I1 P10tl°Gf I pOnnl!an RBOC 951/4" I uadaiiau°nc°iiF 923/4° c7 i iinoo°ci Qon°c 873/4" i C7 crn°u°noun°ui 831/4" i nnananvnn- t0 ; = finnnvn-Lx¢ nr W nnnu aunt.t W �rii¢nn❑xra:a.yt I nnA i°uacnnui. kirua`tai j i n...,, qua.uv I . .,,rrnuuur. I W 10h�:"rur�uunr j i❑in-rt t0 x r r..u Gr t0 S immnnk 3nun�`ur BEEN, toSRUN,. 1 I uuur I �ua❑❑c m-a¢1 27/4" i❑auanc 271/4" t i n❑❑❑L 271/4° 271/4°G . 1 iq❑onn[1 V mnaavk V r //Zenon/ ' V! i r41 a/e" to 431/a" r 43 3/8" to 451/a° r 45 3/a"to 471/a" CUSTOM WIDTHS I CUSTOM WIDTHS�� I CUSTOM WIDTHS ' i❑Gnagannnnna❑Dncaannn - agaac❑naacaanannnnvana _ Rav❑aa❑aannanRaaa❑avvn nuannuuu°o................ r nn:m°unaan[,nn.,,, n nn- R¢Runaamkn, noun ., n y{ marvc.nnut �unwtur-uann. �nauununnuut ){ Aieoan°tlnis°anal ilannoe°❑©laoi r i r.ra°niir.smpa°i 79 1/8" I = ¢a¢°caaanxx 1 i a❑R❑nanua❑L 5 1 =t RananGuaGak c7 aaangvgvaa[ 75 /2" acaa❑nu¢v.,. 71 /8° c7 naucnn❑❑aaL. For cottage and reverse cottage window t0 i = n❑enn nnna2 W i uganq¢n❑agr I co i aan❑❑c annvr t�Rnvvk cant ant naunnktw iununaL t0 S r ynmi¢uk t0 ={ man,vrt ❑ nal i �i ❑i aurlai r i ❑Iu[-�aaac sizes and opening Specifications 271/4° { Qp a¢aRgt 271/4" p ¢❑aanL 271/4" ep ai°ccvni I N 1❑aa❑aL i p iacaaa[ N pppoc° j II °°°aaL L/JI —` np0Rp1 l natlR contact your local Andersen supplier. xgaaaas � � C7 1 iNRifO^L I V f ZG®GQRI G, aaRanr suuaanL Clear Opening Width —window width—4.056 Unobstr.Glass Width -window width —6.650 ® Height=(window height-2)—4 645 Height=window height—9.646 ® nE Single Sash Height=(window height—9.646)+2 Vent Opening Width =window width—4.056 Minimum R.O. Width —width +3/4" E! Height-(window height-2)—4.316 l Height=height+3/4" �i I •All custom-sae A-Senes double-hung windows wider than 3'-1 1/4°and taller than 4'-11 I/4^meet or exceed clear opening area of 5 7 sq ft,clear opening width of 20"and clear opening height of 24°. 2012 Coastal Product Guide Page 1 of 2 WINDOWS-DOORS Andersen. NARROUNE®GLIDING PATIO DOORS 200 SERIES Narroline'Gliding Patio Door Opening and Area Specifications t "- Clear Opening In Full Open Position 7Door Glass Overall Door ber Clear Opening , S,.Height Area Vent Area I Sq:Ft.&2) Inches/(mm) Inches/(mm) Sq.Ft./(ml) �ySq.Ft./(m3) I Sq.Ft/(m2) NLGD2968 - 1 - 1 - 12.02 (1.12) - 1 17.67 (1.64) ® gNLGD3368 - - - j 1496 (139) j - 1 20 98 (1.95) NLGD4368 - 1 = j - 1 2084 (1.94) 1 !27.60 (2.56) 'NLGDSOT 68"� - 11.58 (108) (2Z/ar_(562);_a 753/6 (1915) 1__24.03_(223)-_; 1158 (1.08) ;32.71^_(304) J SEP - 7 2018 1.ME116068 1472 (137) -281/8 (714) 753/6" (1915) 29,92 (2.78) 1472 (137) ,39.34-'(3.66)- _ NLGD8068 2100 (195) 1401%°_(1020) 1 753/0" (1915) 141.69 (387) 12100 (1.95) (52.59 (4 89) 1 NLGO10p68 2342 (2.18) {44 3/8 (1137) d 753/.' (1915) 54 47 (5,06) j 2342 (2 18) j 64.59 (6.00) ,1 I NLGD12068 �2970 (2.76) (563/4',(1441) i 753/6° (1915) 1 6681 (6.21) 29.71 (276) !77.84 (723) ? BUIL DEFT. NNLLGGDD2S69066181 r 4227-(3.93) j 803/,-(2051) 753/9-(1915) j 91.47 (8.50) 4227-(393) i)104.34 (9.69) 1 i� L3 _TiT 18.31 (1.70)1251 (1.16) NLGD33611 - - - 15.37 (1.45) 1 - 121.74 (202) { NLGD,�43,„611 - - 1 - j 2169 (2.02) 1 - 1'28.60 (2.66) 1 NLGD50611 1204 (112) 122% (562) 'I 783/36" (1986) i 25.01 (2.32) 1204 (112) !33.89 (3.15) j �NLGD6D611 1531 (1.42) 1281/.° (714) 1 78 3/36" (1986) ! 31.14 (2.89) 1 1531 (1.42) 140.76 (3.79) j NLGD80611 21.84 (2.03) 140%- (1020) j 783/3,° (1986) 1 43.39 (4.03) j 2184 (2.03) j 5449 (5.06) 1NLGD100611 �� 24.30 (2.26) j 443/4 (1137) 1 783/38 (1986) G 56.59 (5.26) j 2430 (226) {6693 (622) NLGD120611 30.81 (286) j 563/4 (1441) 1 783/38 (1986) 1,69.40 (645) ? 3061 (2.86) l 80.66 (749) , NLGD160611 43.85 (407) 1803/4" (2051) 1783/38 (1986) j 95.03 (8.83) y 4384 (4.07) 1108.12 (1004) 1 NNLGD2980 - _ - i - 1 1656 (1.54) 1 - j 21.22 (197) 1 NLGD3380 - 1 - i - j 20.31 (189) - j 25 20 (2.34) j 27.81 (2.58) 1 - j 33.16 (3.08) I NLG05080 1404 (130) )223/0° (562) 1913/8 (2321) 3313 (3.08) 11404 (130) )39.29 (365) NLGD6080 17.85 (1.66) 1 281/8 (714) 1 91%' (2321) 4063 (3.77) 1 17.85 (166) i 47.25 (4.39),J ..!LL D8080 2546 (2.37) (40'%' (1020) j 913/8 (2321) 1 55.63 (5.17) i 2546 (2,37) j 63,17 (5.87) 1 �NLGU10080 28.40 (2.64) 1 44 3/4 (1137) 1 91%' (2321) j 66.25 (6.16) j 28.40 (2 64) i 77.59 (721) $ NLGD32080 3601 (3 35) 156-/4' (1441) !913/6" (2321) j'8125 (7.55) 1 3601 (3 35) (93.51 (8 69) 1 NLGO16080 a - a 51.24 (476) 1803/4° (2051) ''913/6" (2321) +11125(10.34) 1 51.24 (476) j125.34(11.65) 1 •Dimensions in parentheses are in millimeters or square meters 2013-2014 400/200 Series Product Guide Page 1 of 1 ANTONUCCI RESIDENCE 7025 PECONIC BAY BLVD. MATTITUCK NY r^r.� �Off/ ' C � -• EXISTING: SINGLE FAMILY RESIDENCE SCTM# 1000- 126- 10- 15 ZONE R-40 .41 ACRES n ;+ PROPOSED: " EXIST. IN-GRADE PAVERS, TIES & GRAVEL PATIO REPAIR TO ROOF & WALL FRAMING DUE TO FIRE DAMAGE. REPLACE VINYL SIDING W/ NEW. I'. I I!I. REPLACE EXIST. 6'-0"x8'-0" HINGED ,)'l lta ;: . :, lv t i, C. ;r''.'_ 1.., (i �LaF,r FRENCH DOORS W/ NEW 6'-0"x6'-10" SLID. GL. DOOR REPLACE WINDOWS AS NOTED. J.I:. +�ry rI^1 ( ` ,I rel l;^ -I-,. I-r+•'.rel"I^ USE EXIST. HEADER {,J t..4`..t.,, G,5 `J 4.t,'�� 1 11,.e.1-`I l'•.'i'I {�f'...f.'. ... I GENERAL NOTES I 1. All work shall conform to the requirements of the Residental Code of New York SLOPE ( EXIST. 2x6 @ 16" OC COLLAR TIES I SLOPE State, County and Town Department Regulations, Utility Company requirements and @ FLAT CEILING I best trade practises. 2. Before commencing work the Contractor shall file all documents required by the NO ACCESS TO ATTIC OVER I Building Department, pay all fees required by local agencies and obtain all required permits. \ / I 3. The Contractor shall visit the site and verify all dimensions and the existing X conditions affecting the work prior to construction. Any discrepancies which would oSISTER EXIST. zxs@ 1s"oc RAFTERS I \ I interfere with the satisfactory completetion of the work described herein shall be -- — X reported to the architect or property owner. Do not start work until such conditions W/ EXIST. 2X6 @ 16" OC RAFTERS w ( � � I have been examined and a course of action mutually agreed upon. Failure to notify X � I u_ the owner or architect of unsatisfactory conditions will be construed as an acceptance X < I Y = I of the conditions to properly perform the required work. _ " I 4. All work is to conform to the drawings and specifications of the architect and z i co ° I engineer consultants. X Q 5. The Contractor is to maintain a complete and up to date set of plans on the LU a " Ed job site at all times F f 11 P7 — — J < 6. The drawings are not to be scaled under any circumstances. �__ g, £ 71 o U) a LU 7. It shall be the Contractor's responsibility to ascertain all prevailing procedures py P a f` '. CO ( I X/ I a including storage and toilet facilities,protection of existing work to remain,access to ' �, U a � ► work area, hours of permitted work,availabilit of water and electric P t t o r: r t -;� _ ° p Y power and all IC _ ,- other conditions and restrictions for this particular location in order to execute the to work in a careful and order) manner with the least possible disturbance to the X ( X y p public. EXIST. RECREATION SPACE I w 8. The Contractor shall make the neccesary arrangements to utilities and services temporarily disconnected while performing the work as required. LU Z I NO HEAT I 9. The Contractor shall provide all dimensions and cut-outs for other trades. 10. The Contractor shall provide proper shoring and bracing for all remaining structure prior to removal of existing structure. 11. Plumbing, electrical, HVAC and similar work shall be performed by licensed U) persons who shall arrange for and obtain all required inspections.The General cAe. I W Contractor shall be responsible for scheduling all other inspections as required. 12. The Contractor is solely responsible for construction safety and shall hold the owner and architect harmless from litigation arising out of the Contractor's failure to EXISTING BATHRM. NO CHANGES ( provide construction safety means and methods. LU E O o i CONSTRUCTION NOTES O LU LU I 1. All footings shall rest on undisturbed soil at a minimum of 36" below fin. grade. 2. Poured concrete shall have a minimum psi of 2800 at 28 days unless noted. EXIST. WINDOW EXIST. WINDOW 3. Sill plates shall be preserved, treated wood and be installed above a 16 oz. copper termite sheild. 18,-44" 4. Shingle siding shall conform to ASTM D 3679 and be installed in accordance with the New York State Building Code and manufacturers specifications. 5. Pilings shall be installed by a licensed contractor to a depth and bearing agreed upon by an engineer and certificates shall be issued stating same. 6. Unless otherwise noted all framing and structural wood components shall be #2 or better Douglas Fir. 7. All framing techniques and methods shall be as prescriptive design based on AF&P Wood Frame Construction Manual for One and two Family Dwellings (WFCM) or as specified in R301.2.1.1 8. All building envelope components shall comply with apter of the Energy Conservation Code of the State of New York. 9. Fireblocking shall be provided in all wood framed construction in accordance ==:_EXIST. SKYLIGHTS.----- - ---__— — -- _= -- -=-____-=-= -_-_-- effective fire barrier between stories and —_ with NYS Code R 602 8 to form - -- ----------------. -------------------------------------_-------------- .._------------------------------------- ----- - - -_- ------- - - -- --------- -- -------------------------- an ' between the top story and roof space NEw ATTIC vENr �__-___—_ -- 10. Protective panels shall be provided for glazed openings in accordance with --_— --------- -- _ ------------^-- - - — --- _:—- - _ _ __- - ----_-- I re required. - - '- code R 1 1 2 'f they a VINYL TRIM & SOFFITS 11. All portions of the new structure are designed to comply with local geographic ----- _ —_ - -- and climatic criteria as stated in the following table. GEOGRAPHIC & CLIMATE DESIGN CRITERIA L0 �EXIST� NEW VINYL SIDING �EXIST� EXIST. EXIST. GROUND SNOW LOAD 45 ps 1 J / \ WIND SPEED 130 MPH / \ SEISMIC DESIGN CATATGORY B WOOD N BAR WEATHERING SEVERE /DOORS DN SHEb\ FROST LINE DEPTH 36" TERMITE THREAT MODERATE TO HEAVY / DECAY SLIGHT TO MODERATE / WINTER DESIGN TEMPERATURE 11 / FLOOD HAZARD AS NOTED NAILING/FASTENER SCHEDULE SOUTH ELEVATION EAST ELEVATION17! SRIDE MSTA30 OR EQUAL �I QL STRAPS OVER RIDGE 2. 1 . 1 8 1 /4" — V-10" 2. I . 1 O 1 /4" — V-0" OOF RAFTERS 1IF 6"OC NOT APPLICABLE EAR TIES ARE PRESENT. BD COMMON @ 6'OC @ 4'-0"PERIMETER ZONE BD COMMON @ 12"OC @PANEL FIELD BD COMMON @ GABLE ENDWALL RAKE REFER TO TABLE 3.8 WFCM-SBC PROVIDE 8 - 10D COMMONNAI EACH END OF COLLAR TIES T ....--........_._-_--_.._.-......................................._.........--..._.-......... ................. ........ ._ ...._.-_.. _....................................._--_-_--._---_—.._.._—..........—_._._._—._.._._-..—_-_ -.---..-_ PROVIDE SIMPSON H2/H10 OR 1/- LYWD.SHEATHING - -- - -- — EQUIVALENT HURRICANE TIES 6D COMMON @ 3"OC EDGE — ----- '— --- --- TO SECURE ROOF RAFTER 6D COMMON @ 6.OC FIELD PLATE AND WALL FRAME. ' EXIST. ASPHALT/FIBERGLASS SHINGLES _— —_ --________-___ � —EXIST. ASPHALT/FIBERGLASS SHINGLES'--""—� —`�-- ® TO BE PATCHED TO BE PATCHED �__---- -- PROVIDE SIMPSON LPT4 OR E DIVALENT TO TIE RIM BOARD ---_ -- TO DOUBLE PLATE TYP. NEW ATTIC VENT .......... -- — t - =__�--- -__-- -- — PROVIDE SIMPSON H6 OR ____-__.___----- ._.-.._._.__---.--_.._...._--____-_ __._.-..___.__-_ ._________________________._—___—_ __ _ � EQUIVILANT TO TIE WALL STUDS OF BOTH FLOORS TO PLATE& BAND .........._.......- JOIST PROVIDE SIMPSON H6 OR EQUIVALENT TO TIE WALL STUDS TO PLATE &BAND JOIST @ OC TYP. PROVIDE SIMPSON LPT4 OR EQUIVALENT TO TIE RIM BOA TO SILL PLATE PLYWD.FLOOR SHEATHING NEW 6'-(1"x6'-10" NEW VINYL SIDING E IST. WINEMW NEW VINYL SIDING BD COMMON @ 6"OC EDGE SLID. GIL, DOOR COMMON FIELD PROVIDE APPROPRIATE METAL PLATE WASHER,NUT&ANCH R BOLT TO TIE SILL PLATE TO MASONRY FOUNDATION TYP 6'-0"OC FOR 1 STORY, T-0"FOR 2 STORIES. 12"FROM CORNERS& OPENINGS AND BOLTS TO BE MIN. 12"DEEP. FLOOR PLAN, ELEVATIONS NORTH ELEVATION WEST ELEVATION SCALE AS NOTED FEBRUARY 1 , 2018 2. 1 . 18 1 /4" = V-0" 2. 1 . 18 1 /4" = V-0" pF NE y Q� ,DEER .�� ress wS I ART 100� 0-7 permits draftingexpediting 1 OF 1 A?OFF.SS\O� PO BOX 49 JOAN CHAMBERS SOUTHOLD NY 11971 631-294-4241