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HomeMy WebLinkAbout44491-Z SUFFniKeaGy Town of Southold 6/21/2021 a P.O.Box 1179 N _ 53095 Main Rd y,0 �ao� i Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42060 Date: 6/21/2021 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 4000 Great Peconic Bay Blvd,Laurel SCTM#: 473889 Sec/Block/Lot: 128.-6-2 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 9/17/2019 pursuant to which Building Permit No. 44491 dated 12/6/2019 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: accessory two car garage with unconditioned attic storage as applied for. The certificate is issued to 4000 GPBB LLC of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 44491 5/12/2021 PLUMBERS CERTIFICATION DATED ut e Signature �gUFFo��.o TOWN OF SOUTHOLD dGy� BUILDING DEPARTMENT y a 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#: 44491 Date: 12/6/2019 Permission is hereby granted to: 4000 GPBB LLC 220 Riverside Blvd Apt 45A New York, NY 10069 To: demolish existing accessory garage and construct new accessory garage as applied for per DEC & Trustees Non-Jurisdiction letters. At premises located at: 4000 Great Peconic Bay Blvd, Laurel SCTM # 473889 Sec/Block/Lot# 128.-6-2 Pursuant to application dated 9/18/2019 and approved by the Building Inspector. To expire on 6/6/2021. Fees: CO -ACCESSORY BUILDING $50.00 DEMOLITION $165.60 ACCESSORY $311.20 Total: $526.80 Bui g nspector 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 fi-oin 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 Tunes,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, die Building Inspector shall state the reasons therefor in writing to the applicant. C. Fees I. Certificate of Occupancy-New dwelling$50.00,Additions to dwelling$50.00,Alterations to dwelling$50.00, Swinnning 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. September 16, 2019 New Constn►ctiozn: X Old or Pre-existing Building; (check one) Location of Property: 4000 Peconic Bay Blvd Laurel House No. Street Hamlet Owner or Owners of property: 4000 GPBB, LLC Suffolk County Tax Map.No 1000,Section 128 Block 06 Lot 02 SubdivisionFF � II Filed Map. Lot: Permit No. YL4 Lf O l Date of Pennit. Applicant: Health Dept.Approval: Underwriters Approval: Planning Board Approval: Request for: Tennporany Certificate Final Certificate: X (cheep one Fee Submitted: $ Applic, t ignature Building Department Applicatid i, AUTHORIZATION (Where the Applicant is not the Owner) I, «I� I►��11 residing at 2ZD . -%i6k G)U"f L(SO (Print property owner's name) (Mailing Address) f" � , Ny ���1 do hereby authorize \,Il(\ ��t1 rno--n (Agent) to apply on my behalf to the Southold Building Department. (Owner's Signature) (Date) SL, u-L, 4.vAb 0, (Print Owner's Name) i 1 Building Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, U N I r residing at-2 Z© K1y FRS1f�C—f3Lu,p (Print property owner's name) (Mailing Address) IJ C) TO-Z k pJ q (SID 61 do hereby authorize � N C- ��-e4 L (Agent) to apply on my behalf to the Southold Building Department. C-:;� -A, �-Lar-- � I R� /-?Dl� (Owner's Signature) (Date) Rif�1-n1/t�i�v4 AA C—"Gc P_ ,40DD C f91 Y LLC (Print Owner's Name) r3f so Town Hall Annex „��t�-t,, ® , Telephone(631)765-1802 54375 Main Road �. �,, �” Fax(631)765-9502 P.O.Box 1179 �- Southold,NY 11971-0959 sean.deviin(-a)-town.southold.ny.us BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To 4000 GPBB LLC Address: 4000 Great Peconic Bay Blvd city Laurel st: NY zip: 11948 Building Permit#: 44491 Section 128 Block: 6 Lot 2 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: G&S Electric License No- 578ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service X Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey X Attic X Garage X INVENTORY Service 1 ph Heat Duplec Recpt 5 Ceding Fixtures 7 Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel 100A A/C Condenser Single Recpt 2 Recessed Fixtures 1 CO2 Detectors Sub Panel A/C Blower Range Recpt Ceding Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures Pump Other Equipment. Car Charger Outlet 50A Notes. " AS BUILT NO VISUAL DEFECTS " New Garage Did Not See The Rough Inspector Signature: Q Date: May 12, 2021 S.Devlin-Cert Electrical Compliance Form As �� V qf SOUIyO� # TOWN OF SOUT OLD-BUILDING DEPT. couAm '' 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]--FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: C) . A AW42�_ l 1,62, /� 0✓�� �, IJVVGA (° DATE INSPECTOR SOUTyO - ----- --- - - # # TOWN OF SOUTHOLD BUILDING DEPT. 765-1802 IN-SPECTION, [ ] FOUNDATION IST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND = [ ° SULATION/CAULKING [ ] FRAMING/STRAPPING ] FINAL kt,- GAAUJ-� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE pC/O '- REMARKS: D �� � my DATE INSPECTOR ()kIlT ho��OE SOUIy�� llll� L4 9 9 9 'tJ V® 6 # * TOWN OF SOUTHOLD BUILDING DEPT. `��nuxne 765-1802 - INSPECTION , [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [' ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION ] PRE C/O REMARKS: DATE INSPECTOR ��� 41", -10 0 S A M U E L S & S T E E L M A N April 13, 2021 Southold Town Building Department P.O Box 1179 Southold, NY 11971 Re: Mehta Garage—4000 GPBB, LLC 4000 Peconic Bay Blvd. Laurel, NY SCTM#128-06-02 BP#44491 Dear Building Official, I am administering the construction of the above referenced project, and have inspected the STRAPPING, and hereby certify that it meets the requirements of the Building Code and the Construction Documents approved by the Town. Thank you, Nancy Steelman, R.A. Of NEVV),o Samuels and Steelman Architects ���G��.STF�� .� 1 0 9795 - M AY 2 4 202 D ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 EL S A M U E L S & S T E E L M A N April 13, 2021 Southold Town Building Department P.0 Box 1179 Southold, NY 11971 Re: Mehta Garage—4000 GPBB, LLC 4000 Peconic Bay Blvd. Laurel, NY SCTM #128-06-02 BP#44491 Dear Building Official, I am administering the construction of the above referenced project, and have inspected the FRAMING, and hereby certify that it meets the requirements of the Building Code and the Construction Documents approved by the Town. Thank you, Nancy Steelman, R.A. of NEVV X0"' Samuels and Steelman Architects ��G��..srFF - 017953 M AY 2 4 2021 c�s� o P ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 S A M U E L S & S T E E L M A N April 13, 2021 Southold Town Building Department R O Box 1179 Southold, NY 11971 Re: Mehta Garage—4000 GPBB, LLC 4000 Peconic Bay Blvd. Laurel, NY SCTM #128-06-02 BP#44491 Dear Building Official, I am administering the construction of the above referenced project, and have inspected the FOUNDATION, and hereby certify that it meets the requirements of the Building Code and the Construction Documents approved by the Town. Thank you, Nancy Steelman, R.A. of NEW y Samuels and Steelman ArchitectssTFF 016 �.'" 017 3- �G� 3 M AY 2 4 2021 C r " t0 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 FIELD INSP)ICTION REPORT -DATE COM NTSEgg —� CAIUAN Crozi FOUNDATION (IV, FOUNDATION (2ND) t ROUGH FRAMING& PLUMBING d y • �I INSULATION PER N.Y. �y STATE ENERGY CODE i Aaw 3 �' ✓ 1 tee, FINAL k ADDITIONAL COMMENTS Ver, pA ® q o z y x . d - - 1 Aclq G_a"J_� TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey SoutholdTown.NorthFork.net PERMIT NO. Check Septic Form N.Y.S.D.E,C, Trustees Flood Permit Examined 20 Storm-Water Assessment Form Contact: Samuels &Steelman Architects Approved ,20 Mail to:25235 Main Road utc ogue, NY 1193b Disapproved a/c Phone: 631 734-6405 Expiration - 1 Bu' d pector SEP 1 7 2019 ,PLICATION FOR BUILDING PERMIT Date September 16, 20 19 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 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,housin code,and re u ations, and to admit authorized inspectors on premises and in building for necessary inspections. (S a�urapplicant or name,if a corporation) 2 235 Mai d Cutchogue NY 11935 (Mailing address of applicant) State whether applicant is owner, lessee, agent, architect,engineer, general contractor,electrician, plumber or builder Architect Name of owner of premises 4000GPBB, LLC (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: 4000 PeconicLaurel House Number Strelet }f"''`"'` ^'J` "` ' ''°`" i Hamlet County Tax Map No. 10001 Section1;��y$;a"" _ A;of : Block 06 Lot 02 Subdivision -`- 1�:: •:, as��o- ;.r.hiled 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 RESIDENCE & GARAGE b. Intended use and occupancy Same a 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition ,/ Other Work (Description) 4. Estimated Cost ---- Fee --- (To be paid on filing this application) 5. If dwelling, number of dwelling units one Number of dwelling units on each floor ----- If ""If garage, number of cars 2 ` 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. - --- 7. Dimensions of existing structures, if any:Front 20'-0" Rear 20'-0" Depth 21'-0" Height 16' Number of Stories ONE Dimensions of same structure with alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front28'-4" Rear 28'4" Depth 23' Height 19' Number of Stories 1 9. Size of lot: Front 112.87' Rear 112.04' Depth 551.64' , 10. Date of Purchase 2018 Name of Former Owner Kelsey 11. Zone or use district in which premises are situated R 40 12. Does proposed construction violate any zoning law, ordinance or regulation? YES NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO X 14. Names of Owner of premises 4000 PBB I C Addres5220 Riverside Dr. NYC phone No. 917 846-6250 Name of Architect Nancy Steelman Addres525235 Main Road,Cutchoaue Phone No 631 734 6405 Name of Contractor Address Phone No. 15 a. Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES X NO * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C. PERMITS MAY BE REQUIRED. b. Is this property within 300 feet of a tidal wetland? * YES X ' NO * IF YES,D.E.C. PERMITS MAYBE REQUIRED. (see attached) 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 X * IF YES, PROVIDE A COPY. STATE OF NEW YORK) COUNTY OF Suffolk SS: Nancy Steelman being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the Architect (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knowledge and belief; and that the work will be performed in the manner set forth in the application filed therewith. Sworn to before me this `7 day of�E)L'l PZ- 20 / LAUREN M'MMSSICK NOTARY P EOF N YORK Notary Public - No.01 MC63420ature of APr YAant Qualified in Suffolk County My Commission Expires May 23,2020 Q17 Michael J.Domino,President *Qf SO(/ly Town Hall Annex John M.Bredemeyer III,Vice-President ,`O� 00. 0 54375 Route 25 P.O.Box 1179 Glenn Goldsmith Southold,New York 11971 A.Nicholas Krupski G Q Telephone(631) 765-1892 Greg Williams �� �O Fax(631) 765-6641 coutm BOARD OF TOWN TRUSTEES TOWN OF SOUTHOLD May 6, 2019 Nancy Steelman, R.A. Samuels & Steelman 25235 Main Road Cutchogue, NY 11935 r' RE: 4000 GPBB LLC 4000 GREAT PECONIC BAY BLVD., LAUREL SCTM#: 1000-128-6-2 Dear Ms. Steelman: The Southold Town Board of Trustees reviewed the site plan prepared by Samuels & Steelman Architects, dated April 16, 2019 and the survey of Peconic Surveyors, P.C., dated February 6, 2019, and determined that the proposed accessory building, sanitary ' system, outdoor shower, parking area, and removal of an existing garage are out of the Wetland jurisdiction under Chapter 275 of the Town Wetland Code and Chapter 111 of the Town Code. Therefore, in accordance with the current Wetlands Code (Chapter 275) and the Coastal Erosion Hazard Area (Chapter 111) no permit is required. Please be advised, however, that no clearing, no removal of vegetation, no cut or fill of land or removal of sod, no construction, sedimentation, or disturbance of any kind may take place within 100' landward from the top of the bluff, or seaward of the tidal and/or freshwater wetlands jurisdictional boundary or seaward of the coastal erosion hazard area as indicated above, without further application to, and written authorization from, the Southold Town Board of Trustees pursuant to Chapter 275 and/or Chapter 111 of the Town Code. It is your responsibility to ensure that all necessary"precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction and Coastal Erosion Hazard Area, which may result 2 J from your project. Such precautions maj include maintaining adequate work area between the tidal wetland jurisdictional boundary and,the coastal erosion hazard area and your project or erecting a temporary fence, barrier, or hay bale berm. This determination is not a determination from any other agency. If you have any further questions, please do not hesitate to call. a Sincerely, Michael J. Domino, President Board of Trustees MJD:dd , New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Story Brook, New York 11790-2356 Phone: (631)444-0403 - FAX: (631)444-0360 W®batt®:wwrv.dec.state.ny.us Erin M.CrottyCommissioner Letter of Non-Jurisdiction -Tidal Wetlands Act October 9, 2003 Ms. Barbara Kelsey P.O. Box 405 3790 Peconic Bay Boulevard Mattituck, NY 11952 Re: Kelsey Property 4000 Peconic Bay Boulevard Mattituck, NY 11952 DEC# 1-4738-03200/00001 Dear Ms. Kelsey: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: The portion of your property which is located landward of a functional and substantial man-made structure (a bulkhead) greater than 100' in length, constructed prior to 8/20177 as shown on Aerographics Photograph#66-1890, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore,In acc:®i dh0od With the'current Tidal Wetlands Land Use Regulations(6NYCRR Part661)no permit is required under the Tidal Wetlands Act. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e.a 151 to 20'wide construction area)or erecting a temporary fence,barrier,or hay bale berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George W. Hammarth Permit Administrator cc: BMHP William A. Kelsey file 40 :�7amie Scott A. Russell ��° �� ST01R.MWAT]EIR. SUPERVISORco IM[A\NAG]EM]ENT SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main.Road-SOUTHOLD,NEW YORK 11971 Town of Southold CHAPTER 236 v STORMWATER MANAGEMENT WORK SHEET ( TO BE COMPLETED BY THE APPLICANT ) , DO1;S THIS PROJFC—T INVOLVE ANY OF THE FOLLOWING. (CHECK ALL THAT APPLY) Yes No ®❑ A. Clearing, grubbing, grading or stripping of.land which affects more than 5,000 square feet of ground surface. El[D B. Excavation or filling involving more than 200 cubic yards of material within any parcel or any contiguous area. ❑� 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. ❑0 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 witFyour Building Permit Application. 00 APPLICANT: (Property Owner,Design Professional,Agent,Contractor,Other) S.C.T.M. Di Date \ NAME. Nanc Steelma 128 06 02 9/16/19 Section Block Lot i **** FOR BUILDING DEPARTMENT USE ONLY**** Contact Information 63A734 6405 �/ '/]/' Cre(rphoor Number) �.✓_.� ' Reviewed By: C Date: �rr/7'1 Property Address / Location of Construction Work: �; — — — — — — — — — — — — — — — — — 4000 Peconic Bay Blvd. El Approved for processing Building Permit. i — Stormwater Management Control Plan Not Required. Laurel, NY ® Stormwater Management Control Plan is Required. (Forward to Engineering Department for Review) FORM # SMCP-TOS MAY 2014 BUILDING DEPATl IENT- Electrical Inspector To NofSOUTHOLD Iafi Annex s "_. - 5375 Main Road _ PO Box 1179 E 29211 orn .,y Southold, 4e r York E 9 r -0959 p <ez, -1802 - P (631 765-9502 -,.,,,,,,Telephone (631) 760 � lJilfJY �{ efi seand� o v eyW ( tyoli ' 4.iv" APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Aii informaton Required) Date.- Company ate:Company lame: G 'a S ra-7 L,%_Vc�vC— Narne: 3v Vc 6 u 'Ca q-1-/ 0-,,r License No.: _57Y --i email: �,S !6 y` ao 4 • C4nU _ Address: / O `_? ,_V!4- ,� S v i c `a o`� // _7/ - Phone Pilo.: G JOB SITE INFORMATION (Aii Information Required) Name: 000 & P 8 S L_ L C ° Address: ,,/ppm f� Cofyl C C��4 1 t/� L A V �- Cross Street:- /� � Phone Flo.: 631 �s� ( S'a l Bidg.Permit t �y4/ 9 email: Tare leap District: 1(}40 Section: O Block- Lot: a_- - BRIEF DESCRIPTION OF WORD (Please Print Clearly) Circle All That ply: {, y final Is doh ready for inspection?: 1 �l0 Rough lig Do you need a Temp Certificate?: YES P PCO issued On .Temp Information: (Ail information required) Service Size I Ph 3 Ph Size: A #Deters Old ltPet2;� New Service- Fire Reconnect- Flood Reconnect-Service Reconnected - Underground -Overhead Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT UE TH APPLICATION Request for inspection Form.Xis lLDING DEPARTMENT-Electrical inspector TOWN OF SOUTHOLD a rFJ A� 1 2 21 oWn Hall Annex - 54375 Main Road - P Bax 1179 r5 °- - Southold, New York 11971-0959 x :telephone (63 l) 765-1802- FAX (6131) 765-9502 ov APPLICATION FOR ELE&RICAL INSPECT_IO ELECTRICIAN INFORMATION €Aff tnf©ffnaftn Requires date: 3 l l.s a-a r Company Marne: G -ff S =L-erC C_ Name: 3n q 6-U ,2 T-1- a=,[-kA License No.: f'-7 --�� email: Ca.S16 yt 6) z cru Address: -17O //f-// Phone No.: S-61 l e- . Br SITE INF ` '. ATiON (pd[Information Required) Name: d d 0 Address: �/ove Co fc Crass Street 0,4-14 Phone No.. 31 9-3 Sol Bldg.perrnit#: I-ley L71 email. Tax Map District 1000 Secfiion: Block: l_.ot: - BRIEF DESCRIPTION OF WORK(Please Print Clearly) G>v GJ 1(2_i1'LJ�' ChrAs All ThatApply: Is job ready for€nsp on?: � (aI NCS Rough !nirial Do you reed a Temp Certificate?: YES ( NC Issued On e p Infomtat'i€n: (Ail intorrnation required) Service Size 1 Ph 3 Pit Size: A #[deters old Meter## New Service-Fire Reconnect-Mood Reconnect-Service Reconnected -Underground -Overread Underground Laterals 1 2 H Frame Pale Work done on Service? Y N Add onalInformation: Pit YMEUT DUE IMT PL.I-C 4 qc> Qp 3, .�l Request for Inspection Form.)ds 1 r PERMIT# Address: Switches 11 ---------- - utlets--- --- —---- ------ ---- ------ - -------------- --- ------- ----- O -- CFI's Surface Sconces HH's UC Lts Fans Fridge i HW Exhaust , Oven Dryer Smokes DW arbon --- - - - -- - -- - -- Micro- - - -.- --- - - - - err - - - - -- - erator ? Combo - Cooirtop Tra•rtsfer- AC AH Mini Special: Comments: I x Town Hall Annex Telephone(631)765-1802 54375 Main Road { Fax(631)765-9502 P.O.Box 1179 d Southold, NY 11971-0959 BUILDING DEPARTMENT 9 • 1 NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED WOOD CONSTRUCTION"-ANDIOR TIMBER CONSTRUCTION Date: '711&/1-1 X000 pj LL Owner: Location of Property: U Please take notice that the (check applicable line): X New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): X Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) i. in the following location(s) (check applicable line): Floor framing, including girders and beams (F) X Roof framing (R) Floo and roof framing (FR) Signatures'/ Name (per on submiting this form):_ Capacity(check applicable line): Owner Owner representative TrussRegMdocx Effective 1/1/2015 � LONGDEC — 6 2019 i a�Lt 12/5/2019 - PUNIT MEHTA Service To: 220 RIVERSIDE BLVD 45A 4000 PECONIC BAY BLVD NEW YORK,NY 10069 LAUREL,NY 11948 Customer Project#:900000102749 Dear PUNIT MEHTA: This is to advise you that the PSEG-LI electric facilities at the above referenced location have been disconnected and removed off the building structure that is located on the property. Please note that there may still be PSEG LI facilities located within the property boundaries and that NYS law(NYCRR Part 753)requires all contractors to call for a utility locate (NY 811)prior to performing any ground excavation or regrade activity. The call to the 811 Call Center must be done at least 2 business days prior to the start of the work and confirmation of utility marks having been identified must be received from all the facility owners prior to any site work. You must also contact National Grid at 631-348-6150 to procure a letter of demolition associated with natural gas service, whether or not your home or business uses natural gas. If you have any questions regarding the above,please contact Building&Renovation Services at 1-844-341-6378 or via email at BRSLI@PSEG.com. Very truly yours, Carroo/)lyn Mackin Manager Building&Renovation Services PSEG-LI , New York State Department of Environmental Conservation Division of Environmental Permits, Region One Building 40-SUNY, Stony Brook, New York 11790-2356 Phone: (631)444-0403 - FAX: (631)444-0360 Website:www.dec.state.ny.us Erin M.Crotty Commissioner Letter of Non-Jurisdiction -Tidal Wetlands Act October 9, 2003 Ms. Barbara Kelsey P.O. Box 405 3790 Peconic Bay Boulevard Mattituck, NY 11952 Re: Kelsey Property 4000 Peconic Bay Boulevard Mattituck, NY 11952 DEC# 1-4738-03200/00001 Dear Ms. Kelsey: Based on the information you have submitted, the New York State Department of Environmental Conservation has determined that: ? The portion of your property which is located landward of a functional and substantial man-made structure (a bulkhead) greater than 100' in length, constructed prior to. 8/20/77 as shown on Aerographics Photograph#66-1890, is beyond the jurisdiction of Article 25 (Tidal Wetlands). Therefore,in accofdbnde Withthe*current Tidat Wetlands Land Use Regulations(6NYCRR Part661)no permit Is required under the Tidal Wetlands Act. Please be advised,however,that no construction, sedimentation, or disturbance of any kind may take place seaward of the tidal wetlands jurisdictional boundary, as indicated above, without a permit. It is your responsibility to ensure that all necessary precautions are taken to prevent any sedimentation or other alteration or disturbance to the ground surface or vegetation within Tidal Wetlands jurisdiction which may result from your project. Such precautions may include maintaining adequate work area between the tidal wetland jurisdictional boundary and your project(i.e. a 15'to 20'wide construction area)or erecting a temporary fence, barrier, or hay bale`berm. Please be further advised that this letter does not relieve you of the responsibility of obtaining any necessary permits or approvals from other agencies. Sincerely, George W. Hammarth Permit Administrator cc: BMHP William A. Kelsey file S A M U E L S & S T E E L M A N September 17, 2019 Southold Town Building Department 54375 Main Road Southold, NY 11971 Re: MEHTA Garage 4000 Peconic Bay Blvd. Laurel, NY We would like to apply for a Southold Town Building Permit for the Mehta Garage. This project includes construction of a new one story— 2 car garage and associated site work. Attached documentation includes the following: 1. Building Permit Application 2. Four (4) sets stamped Construction Drawings 3. Southold Trustees Non Jurisdiction Letter 4. NYS DEC Letter of Non Jurisdiction 5. Application for Certificate of Occupancy 6. Notice of Truss Type Construction Please review the enclosed and get back to me with any questions. If application is complete, please prepare a BUILDING PERMIT, and contact my office with a total fee. Than ou, Nancy S elman s ��, ' Enclosures SEP 1 7 2019 ARCHITECTS 25235 MAIN ROAD CUTCHOGUE,NEW YORK 11935 (631)734-6405 FAX(631)734-6407 SURVEY OF PROPERTY N AT LAUREL TOWN OF SO UTHOLD T SUFFOLK COUNTY, MY Z 1 1000-128-06-02 ,ham , SCALEV 40 FEBRUARY 6, 2019 / 11 c MARCH 25, 2021 (FINAL SURVEY) / \ 1 / DWELLING / 1\ PUBLIC WATER 11 � 1 1 /LO EL 24.5' MON. FIND. \ EL 25.0' SRF END \ vvv �Q' 0.5'E Q] z 1 yA� � f V \� \ 4Z `/ \ •ryO SRF END 0.7'E NCT. Q EL 24.3' WATER / 0 ON. FND. METER +24.1' MON. FND. / EL 25.2' / �K Z � / I WBOLLARDS AI OSE END 1 Co 0E GAS 1 O il 3- PANE \ y irm I/ N/O/F ALAN FIDELLOW, BETH FIDELLOW / JUDITH FIDELLOW AND a BARBARA VERCOLLONE / DWELLING DWELLING 1 iPUBLIC WATER \ PUBLIC WATER \ % +23.7' \ 1 / 0. / I A I 1 N� O z 1 U1 o C� I nZ I I I Z 11 SRF END O.L. �2A Iso 9 JUN 1 7 2021 FE.COR. C.B. xGEN GATE C.B. POOP 12.3 I Gp� I 1 w. 163 PICK FE.END i' GATE IS 3 0.1'E DRYWELL co (1 ( y Z o"a Z m FA 0 Z Zat C� I T NE Pp,S10 6 cp1 510 II. I a O 20" OAK DRYWELL d/�AON. FND. CE � �ry AOP y 16" PINE/ti wW- �'� AC LANDINGS R/0 & STEPSVOOD CERTIFIED TO: FORc" ro00 0 4000 GPBB LLC ADVOCATES ABSTRACT, INC. WOOD WESTCOR LAND TITLE INSURANCE COMPANY IACN. FND.//// ,'�' �� DECK I UBS BANK USALp KEY w �;' o ���o��� oh '�� �`' o ti' Q) d Q,-�-I 6 O = REBAR Lo. � �i oo J� Pow �� � \ �, = WELL INI,® = STAKE FE.CCR. 0.6' E. N52'21,53 W® = TEST HOLE f�c� V ® = PIPE ----'S35'43'01"W ® = MONUMENT 29.86' A%, OF NSI r = WETLAND FLAGOar 'T)--) = U77LI TY POLE ELEVA 77ONS REFERENCED TO NA VD 88 � ' .S. LIC. N0. 49618 ANY ALTERA770N OR ADD177ON TO 7741S SURVEY IS A VIOLATION OF ARE�l= 1.089 ACRES � ONIC�S O S, P.C. SEC77ON 72090F THE NEW YORK STA 7E EDUCA77ON LAW. EXCEPT AS PER SEC77ON 7209-SUBDIVISION 2. ALL CER77FICA7I01VS HEREON ARE TO TIE LINE (6J t I '- FAX (631) 765-1797 VALID FOR THIS MAP AND COPIES THEREOF ONLY IF SAID MAP OR P.O. BOX �b9 COPIES BEAR THE IMPRESSED SEAL OF 7HE SURVEYOR WHOSE 1230 TRAVELER STREET 93-122 SOUSIGNATURE APPEARS HEREON. 12JO TRAVELER N. Y. 1 TRE Ld GENERAL STORMWATER POLLUTION PREVENTION NOTES REVISED PERMANENT STORM WATER RUNOFF CONTROL MEASURE DRAINAGE CALCULATIONS 6ARA6E SLAB EL 24.8 FT T E A A L) T CONTRACT 11/4/19 SITE DESCRIPTION & GENERAL SEQUENCE OF SITE ACTIVITIES FOR THE ENTIRE SITE WIRE FENCE W/ AREA OF RESIDENCE (DW-A) w GRADE LINE ELEVATION 23A FT. SCTM # 1000-128-06-02 Development activities for this project will consist of: FILTER CLOTH DRY WELL AREA x RAINFALL x RUNOFF FACTOR GLEAN OUT 1. Installation of temporary erosion control measures(silt fence barriers), see detail 1 &2 (DN-A) Ip95 5F x (2/12 FT.) x 1.0 = 155 GU. FT. GRADE LINE ELEVATION ±23.9 FT. GRADE LINE ELEVATION ±25A FT. PROPERTY: 4000 PECONIC BAY BLVD 2. Clearing of brush, trees and landscaping in areas shown on Site Plan FILTER CLOTH MIN. b" SURFACE U5E:�(1) & DIAMETER x 6' H16H POOL � I' MIN. 2' MAX. ADDRESS LAUREL, NY 11948 3. Demolition of existing structures and associated building components BELOW GRADE � D RINNA&E (1) 8 X b STORM DRAIN RING = 253.4 CU. FT. OWNER: PUNIT & SARAH MEHTA 4. Excavation for the new foundations and swimming pool (+/- 3 ft below finished grade) PROVIDED REQUIRED 14"/FT. 5. Construction of the new foundations, swimming pool and building structure � 253.4 GU. FT. > 183 GU. FT. 1000 gal I/8"/I'�T. TOP OF POOL 22.0 FT. SITE: 47,436 $Q. FT. = 1.089 ACRES 6. Construction of underground electric and utility lines from the utility ole to the buildings ,\ \ \ \ \ AREA OF RESIDENCE DW-B SEPTIC ZONING: R-40 g ty y P 9 �\ ��\ ��\/\ ( ) I E. +22.59' TANK LEACH I NG, 7. Construction of a new underground water line from the existing residence to the garage DRY WELL AREA x RAINFALL x RUNOFF FACTOR IE. +22.2'7' IE. +211-11 POOL FLOOD ZONE: X 8. Installation of the septic system TEMPORARY STORM WATER (DW-13) 1,2413 5F x (2/12 FT.) x 1.0 = 216 GU. FT. BOT OF POOL 16.0 FT. 9. Installation of on site drainage structures (permanent storm water runoff control measures), see detail 1 USE: (I) 8' DIAMETER x b' HIGH POOL IE. +,�l,b'j' LOT COVERAGE: 10. Installation of underground piping from gutters and downspouts to the drainage structures RUNOFF CONTROL MEASURE (I) S' X 6' STORM DRAIN RING = 253.4 GU. FT. GROUND WATER EXISTING: 6.53% 11. Filling and grading of soil above drainage structures EROSION & SEDIM ENT CONTROL DETAIL PROVIDED REaUIR. F PROPOSED: s.5°�° n 253.4 GU. FT. > 216 GU. FT. 3' MIN 12. Construction of new terraces ` NO SCALE SEPTIC PROFILE SURVEYOR: 13. Construction of new driveway and parking areas including grading and driveway surfacing AREA OF POOL HOUSE (DW-C) PECONIC SURVEYORS, PC 14. Installation of new landscaping plants, lawns as required DRY WELL AREA x RAINFALL x RUNOFF FACTOR PO BOX 909 15. Removal of the temporary erosion control measures (DW-G) 390 5F x (2/12 FT) x 1.0 = 65 GU. FT. (N•T•S•) SOUTHOLD, NY 11971 LICENSE # 49618 USE: (I) 6' DIAMETER x 6' HIGH POOL DATED: FEBRUARY 6, 2019 � (1) V X 6' STORM DRAIN RING = 154 CU. FT. SITE DATA PROVIDED REGUIRED Site Area: 47,436 SF= 1.089 AC 134 GU. FT. > 65 CU. FT. TOP OF EXISTING &RADE ELEVATIONS ARE REFERENCED TO N.A.V.D. 1989 DATUM Z 0 Receiving Waters: PECONIC BAY APP ® ED AS NOTED AREA OF GARAGE (DW-D) CAST IRON FRAME AND COVER TO O Contractor: N/A DATE: B.P•#__4LqW DRY WELL AREA x RAINFALL x RUNOFF FACTOR GRADE (AS REQUIRED) r (DW-D) 5'10 SF x (2/12 FT.) x 1.0 = 95 GU. FT. � WPOLLUTION CONTROL_ MEASURES FEE. P� ._ USE: (1) 8' DIAMETER x 4' H16H POOLTRAFFIC SLAB (SEEL0CP`kT1imu Z In accordance with the provisions of the Town of Southold, chapter 236, storm water management and erosion and sediment control measures including, but not limited NOTIFY BUILDIN(, ARTMENT AT (1) 8' X 4' STORM DRAIN RING = 166A CU. FT. PLANS FOR LOCATIONS) NORT 0 to, the following shall be employed during construction: 765-1802 8 AM T' , "M FO? THE PROVIDED REQUIRED 9�a �� CREE Q FOLLOWING WSF'; I-)NS: lbe)A GU. FT. > 95 GU. FT. '�� �� A. Existing vegetation to remain shall be protected (by installation of construction fence or other approved means)and shall remain undisturbed. 1. FOUNDATION - I, EOUI�iED AREA OF DRIVEWAY (DW-E) B. Clearing and Grading shall be scheduled so as to minimize the extent of exposed areas and the length of time that areas are exposed.A maximum of 1 acre shall be FOR POURED C.:, E i E DRY WELL AREA , x RAINFALL x RUNOFF FACTOR yF LAUREL LINKS 2. ROUGH - FRAMINIG PLUMBING �16b SF x (2/12 FTJ x O.'7 = 232 CU. FT. - J COUNTRY CLUB disturbed at one time unless written permission is granted by the NYSDEC. Graded and stripped areas shall be kept stabilized through the use of temporary seeding (DW-E) I, - - �H W LU as required. Seed mixtures shall be in accordance with the soil conversation service recommendations. 3. INSULATION U5E: (1) 8' DIAMETER x V HIGH POOL ® ® ® ® ® ® ® ® ® �j moo' v� 4. FINAL - CONSTRUCTION MUST I DRAINAGE BASIN FOR �w Z C. Bare soils shall be seeded within 14 days of exposure, unless construction will begin within 21 days as sections are completed, or if construction on an area is () 8 X b STORM DRAIN RING = 253.3 GU. FT. BE COMPLETE FOP �.0. PROVIDED REQUIRED Q Z � ® ® ® ® ® ® ® ® ® � SIZES SEE SITE PLANS p °d` �� suspended, the area shall be seeded immediately. O �. I— 0� ALL CONSTRUCTION SHALL MEET THE 253.5 GU. FT. > 252 CU. FT. Q O ® ® ® ® ® ® ® ® ® o 'y �� a. Seed preparation -scarf soil if compacted, remove debris and obstacles such as roots and stumps. p J 3 min } p p p p REQUIREMENTS OF THE CODES OF NEVI, z !L } ® ® ® ® ® ® ® ® ® BAGKFiLL MATERIAL b. Soil Amendments YORK STATE. NOT RESPONSIBLE FOR �I a 1. Lime to ph 6.0 DESIGN A CONSTRUCTION 4 p 0. 53 ® ® ® ® ® ® ® ® TO BE GLEAN SAND 2. Fertilize with 6600 lbs of 5-10-10 or equivalent per acre(14 lbs/100 sq. ft.) ERRORS. ® ® ® ® ® ® ® ® ® AND 6RAVEL SITE c. Seed Mixtures ® ® ® ® ® ® ® ® ® 1. Temporary seedlings - "LAUREL, EL,NY. BAY BLVD. p ry g LAUREL,NY. 11948 OUJ ...I y 9 ) @ 30 lbs. per acre(0.7 lbs DO NOT pcc r ^EED V LTH z a. R e rass (annual or perennial per 1,000 sq. ft.) COMPLY WITH ALL CODES OF FRAI�,II �, E � �,� �% b. Certified Aroostook winter a cereal a 100 lbs. per acre 2.5 lbs per 1,000 s . ft. use winter a if seeding in October/November. '" L �SVEY N Great WUJ W rye ( rye) @ p ( p q ) rye 9 NEW YORK STATE & TOWN CODES Oc FOUN:., 1 LOnATION GROUND WATER _ _ _ _ _ _ _ F o� 2. Permanent seedlings-See Landscaping plans AS REQUIRED AND CONDITIONS OF HAS 6r1_ : =,''?ROVED. �yF Peconic Bay �/ Q D. The length and steepness of cleared slopes shall be minimized to reduce runoff velocities. Runoff shall be diverted away from cleared slopes. PERMANENT STORM WATER -I E. Sediment shall be trapped on the site and not permitted to enter adjacent properties or public roads or drainage systems. Sediment barriers shall be installed along the limits of disturbance prior to the start of construction and shall be maintained until construction is complete. �, +. iia ARD RUNOFF CONTROL MEASURE F. A stabilized construction entrance shall be maintained to prevent soil and loose debris from being tracked onto local roads. The construction entrance shall beI'fvL r` 4RUS� 5 STORM DRAINAGE RING TYPICAL maintained until the site is permanently stabilized.Any sediment tracked onto public roads to be removed or cleaned on a daily basis. G.All runoff shall be retained on site in accordance with local regulations and approvals. Drainage inlets installed on site shall be protected from sediment buildup _ SIF(' NO SCALE TEST HOLE through the use of appropriate inlet protection. All exterior lighting H.Appropriate means shall be used to control cust during construction. installed, replaced or NO SCALE I. Following permanent stabilization, paved area shall be cleaned of soil and debris and drainage systems shall be cleaned and flushed as necessary. repaired shall conform BY MARK MCDONALD GEOSCIENCE J. The contractor is responsible for inspection aid proper maintenance of erosion control measures. Inspections must be performed every seven calendar to C 11opter 172 SOUTHOLD, NEW YORK 11971 days and immediately after periods of rainfall greater than one half inch. Maintenance measures are to include, but are not limited to, cleaning of recharge c , of th..; ��:�rn 'ode TEST HOLE DATA 4116119, 1 PM ELEV. + 23.8 basins, sediment traps and drywells, cleaning and repair of sediment barriers, repair of berms and runoff diverters, and cleaning and repair of inlet protection devices. DRAIMAGE INSPECTIONS ARE REQUIRED K. During construction, the contractor will comply with all local regulations concerning the disposal of solid waste and debris and toxic and hazardous waste, as well as Contact TOS Engineering at 765-1560 before 1.0 FT. DARK BROWN LOAM OL sanitary sewer and septic system regulations. Temporary fencing shall be erected as shown on Site Plan along with the placement of dumpster's to control the buildup Backfill,OR Provide Engineer's Certification = of debris. The contractor shall periodically clean up any debris accumulated along the temporary fence and empty the dumpster's regularly. that the dra°nige has been installed to Code. 4.0 FT. BROWN CLAYEY SAND SC 0 The contractor will report any required modifications to the SWPPP necessitated by field conditions or construction activities to the Engineer/Architect for revision of the SWPPP where appropriate. OCCUir ^ACY OR DESCRIPTION OF CONSTRUCTION AND WASTE MATERIALS STORED ON SITE ELECTRICAL 17 FT. PALE BROWN FINE SAND SP 05 Z, Construction materials shall include concrete wood forms, building lumber and associated metal attachments, precast concrete septic/drainage structures, prefabricated INSPECTION REQUIRED USE IS ' NLAlrt'' _ COMMENTS: NO WATER ENCOUNTERED building components (windows, doors, cabinets, flooring materials, finished roofing and siding materials, lighting fixtures, plumbing fixtures), gypsum wall board, batt and WITHOL7 CEF� 1 i s_. N Q• "' rigid insulation, piping for plumbing, outdoor paving materials. Waste materials shall include demolition materials from the existing building structure, unused building materials and products, trash from construction workers meals OF OCCUPANCY` -' Y = and drinks. Project site shall have a dumpster that all waste materials will be temporarily stored and dumpster shall be emptied weekly by a private carting company. ~ o W -.I• w z w �. '= Q z u � W• � � � UJ- a x r GREAT V TRUSS I� �iCARiI�! n p pr • U u �m�fla^:�K6A�clFy® N/O/F NEW 4' HIGH FENCE EXISTING (2) PRIVET PECONIC DAY U) U) N/O/F ALAN FIDELLOW, BETH FIDELLOW SHRUBS TO BE REMOVED EXISTING STEPPING (POOL ENCLOSURE) (� BUSHMAN STEVEN JUDITH FIDELLOW AND NEW SEPTIC, SYSTEM FOR A POOL HOUSE STONES TO BE REMOVED BUSHMAN ELLEN BARBARA VERCOLLONE NEW EVER6REEN SCREEN PLANTINC75 EXI5TIN6 TREE TO 4025 GREAT PECONIC BAY BLVD 75 GRANITE SPRINGS RD - NEW 1000 6AL SEPTIC, TANK (5T) POOL EQUIPMENT - EASTERN RED CEDAR 8" HT- NOT BE REMOVED EXI5TIN6 - CLEANOUT EXI5TIN6 DECK STRUCTURE LAUREL, NY 11948 YORK TOWN HEIGHTS, NY 10598 (2) 6x4 DRYWELLS FOR IN CONTRACT AD 1000-128.-3-13 4030 GREAT PECONIC BAY BLVD - (1) 5 FT x 4 FT NEW LEAGHIN& POOL (new LP) POOL EQUIPMENT EXISTING TREES EX+S-TIN6`TRZES - (1) 8 FT x 4 FT FUTURE EXPAN51ON (EXP) LEAGHINS POOL TO BE REMOVED TO REMAIN /-EX15TIN(S BEACH STAIRS GLEAN OUT 551.64 PROPOSED NEW FENCE DWELLING 1000-128.-6-1 �O NFA PUBLIC WATER DWELLING EL. 7.1 S15*16'00"E SPLIT RAIL FENCE 2 PUBLIC WATER 24�_ - AND 6ATE POOL _ - '- _ I O' 3 cn � � � ; , ENCLOSURE) '� \ m1n EL 25.0 + 4.1 D x N EXISTING v, LPO x 11 BULKHEAD SIDE YARD SETBACK -ACCESSORY _ / 3 PROP05ED SILT NEW�2 CAR 15?Oq+ NEW POO \ iCWA1r +25.5 5�' E 5 N s� FENCE DURING X15TIN6 DRIVEWAY K/ EXISTING GARAGE HOUSE PROPOSIED NEW o,� \ / Rio NEW TOP LAYER OF STONE 350 of 21p X4011 POOL o p CONSTRUCTION 'r,�yOT TO BE REMOVE N _ ,� '� �` �? S- SEE DETAIL yam, 2 PRO CT NO: OFA 9` TEST HOLE �28 +24.8 x ii 09� 1902 O EL +25.8 , k +2 'f- F vy ' ric APRON F_LEGTRIG LI +24.8 Q = -9� DRAWN BY: \ , - - --_ EXTENT OF OIL/STONE 8x4 +24.� 24.6+ �► O�: O +24.1 � • �_ • � • � : �-T�1TL E --- ------- � FQ- .�� GATE .y' EXI TING �► r-- � �� 2UT BOLLARDS�•�• �- _ - :2+ 6 ♦ ,�• o 2 ST RY o X15TIN6 EXISTING CHECKED BY: 0 • / '(c' - _ 23.5'+ DRIVEWAY • -- `� HOU E \ E G • ''-. .-• •-..._._,_.• __ OIL 4 STONE - `� 4 BEDROO HOUSE l,� BULKHEAD N S GAS \ --_-- • �� �`" w/ INTERI R y DATE: G 24 0 PANEL � •_._.,...._, _•.`.._ r E)CI r. ---- + -_ � ��.� I I ��, .� RENOVATI 5 � X90 NOVEMBER 25, 201 �;' \ �� •.._..._,�: wl�s -- 19c� 1,633 of \ N52'21 53 W SCALE: FIRST FIN FL \ \ 1.51 IST n SIDE YARD SETBACK - PRINCIPLE •� _ 86 23 KI m� \ ELEV +27,3 \ 1 = 20 - 0 ` sATER Q' G - s SHEET TITLE: o METER '� \ - 8xb DRYWELL WITH INLET GRATE A 8x4 AI \ \ � Q F O� \ FOR RAINWATER RUNOFF ROM G ♦ N \ \ �'0ur. DRIVEWAY PARKIN A . 2 •'t-• �'� �. - 6ATl=IN LINK 1 \ \ 01. NEW ELECTRIC EL 25.2' \ _•- - - _ _ _ _ _ _ _ _ _ _ ELECTRIC LINE _ SITE METER PANEL '' � �� � � � s •-�_ � / , � 24 22 0 16 10 N14'38 20 W ACTUAL 24 EXISTING EXISTING EXISTIN& N14'48 00 W DEED N/O/F UTILITY POLE EXISTING &ARA& HVAC EQUIP 24 543.0 26 26 PLAN UTILITY POLE 'O MARY E NOLTE AND LAUREL COUNTRY EXISTING DRIVEWAY TO TO-BE-REM D GO EXISTING UNDERGROUND ESTATES PROPERTY OWNERS ASSOCIATION BE REMOVED NEW COVERED NEW 4' HIGH FENCE �' PUBLIC, WATER LINE 3850 GREAT PECONIC BAY BLVD NEA ELECTRIC EXISTING UNDERGROUND LOCATION OF EXISTING ENTRY PORCH (POOL ENCLOSURE) METER PANEL SANITARY SYSTEM TO EXISTING COVERED PORCH EXISTING FENCE TO BE /y 1000-128.-6-3 PUBLIC WATER LINE REPLACED WITH NEW FENCE SHEET NO: VACANT _ _ _ _ REMAIN _ TO BE RENOVATED - NEW UNDERGROUND WATER LOCATION OF EXISTING, DRYWELL N/O/F LINE FROM RESIDENCE TO FOR STORMWATER ROOF RUNOFF T�pF KELSEY ROBERT D POOL HOUSE EXISTING DECK REMOVED Fj 2345 ROSE WALK DR EXISTING UNDERGROUND GAS LINE PROPOSED SILT FENCE DURING ALPHARETTA, GA 30005 CONSTRUCTION SEE DETAIL 3790 GREAT PECONIC BAY BLVD S P 1000-128.-6-4 DWELLING MA L L I PUBLIC WATER SCALE: 1 if = 201-0„ Rllll nimr. PFRMIT 24'—O" A ALUMINUM GUTTER TO2 MATCH NEW GUTTERS 12'-O" 12'-O" AT HOUSE II r------------------------------------`--------------------------------------------------------------------------------------------� :•• j`''.S �}t!?:' 11'7?.'`:n; `'e= 1:y' ,..i,' :r r..Lr:. .y a' i:.�: Y. .,1. •,�i.•. y. , :.i:,4}`i .�., t ? •! a•i ,+�twra+?�.} .:;+.-„+.+;+a ,5�.:'”ti�?...s". .t•t:•• ,�.'S;1'�-J`•Y7:>�S'•.2^``;,e�i�4.,tii7i �';•,ir:i..•t..K .J.);•t't,�iti.•�:'�f�`;,. 9,:':'Y'.-��. � r-----------------------------' ----------------------------------------------------------------------------- ------14 1 F4 I I , 5/6" GYP BD AT ALL WALL5 4 GLG 'TM 8" THICK GONG. WALLS I I ii•: I REINFORCED w/ (2) #4 REBAR 12" STORA& - -- - ; ' I DOWN FROM TOP OF WALL. WALL �" I .'��� �_� I TO BEAR ON 8" DEEP x 16" WIDE I r 3/4" PLYWOOD DECKING O //� —— I I GONG. FOOTING REINFORCED w/ (3) I I Ir I ------------, #4 REBAR. (TYP) <—PULL DOWN I STAIR O PULL DOWN STAIR I .• I z 1 I I I V ATT1G \\ \� _ i ; ' 5.i' GARAGE 10 I r ' 1I 4" THK. POURED GONG. --- I----------- I " ' I Z K: ----------------------------- i;.• N SLAB REINFORCED w/bxb, 1 I >r r \ I — -- c0 #10/#10 W.W.M W/EPDXY \�` ---------------- -��� � r PAINT UJ daft., �I ------------------------------------------ -- ---- ------------•----------------------------- 36"X48" GONG. ( „? I COMPACTED GRANULAR FILL 1! !! CONC. ` ELECTRICI PAD AT DOOR ; 4:: : ,r,.�,fi?c�3 36 X48 G LEGTRIG Emma 6. I I f; "' : ;�;i{-w.�. �? PAD AT DOOR --- DOOR DOOR I + I } ROOF OVERHANG OPENER 1 1 OPENER ABOVE �`� � I s .��; ��r•.,•,•�.•'•"a';'`•' II I �,:�.•Nrl. 1 � i \ I f ;�? 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'l" J..r a+`'ti',;�: ”!;y <I;,_ i.�• 7�3 7�-: 'j. •�ir� y+•,. ..- L•. •Y � %tsi��a�. .�ti.t;{�:;�;y:v- :•1•Ir:...>#::.;: .s• ,4./..�"�i'�'�.i�'w..�.,,y� y;.:•�'�':; q'-O" I'-4" a'-O" 2'-4" J 2'-4" a'-O" I'-4" a'-O" 2'-4" ` -`a' VERIFY RO VERIFY RO Lu VERIFY RO VERIFY RO TO SWITCH AT 24'-O" � RES I DENGE A T I L A M wF-X-ff A.%j E P L A In ME F U N Do` A]I—10 INN P L At 'No Q J SCALE: 1/4 = V -0" SCALE: 1/4" = V -0" SCALE: 1/4" = V -0" AWNING WINDOW (A21) IX6 PVC RAKE BOARD IN/ IX2 TRIM IONIC 4 IX6 FRIEZE—TYP. :71 1"UTURC 50tA to-4 7t 12 IX6 PVC FASC I A VV ALUM GUTTER TO MATCH HOUSE 06 Z- W I zg 4M14,11MI I) BOAR C FRIEZE Co Q. C _j M. o � EHI IX6 PVC CORNER L I 5 L IW J• W Z/ \ BOARD 1 11 1� J� jTLl TS ROOF OVERHANW 5/4 X 4 PVC G I FF771 IF], 0, a an an AT ENTRY DOOR W w � W o 11 111 a cm 0 o I I G I $ S TRIM Lu:iu• aF A = M U B I I L I 46 P $ 3'-6" GONG. SE IONA GA GE SE ONA GA'P',' E / S E T I APRON D R D R a F- w 5/4 XS PVG N N. SKIRT BD L—A IL----Jl LLJ P.G FND WALL 36" BELOW GRADE ( P.G FND WALL 36" BELOW 6RADE OF Nee L.S t u IN O 'R` T H tE L E A�I Amh' N— WEST EL SCALE: 1/4" = V -0" SCALE: 1/4" = V -0-1 5 AWNING WINDOW (A21) " IX6 PVC RAKE �PROJEC NO: 1902 BOARD W/ IX2 TRIM DRAWN BY: I$ IX6 FRIEZE—TYP. NS CHECKED BY: L-YWIN Iw Nr os NS 5/191 FIA, 1 114 DATE: TOP PLATE - December 6, 2019 SCALE: 1/4" = 1'-0" F O SHEET TITLE: / G IN. ,5 E U, N A E GARAGE 33 11 6' 8 3 4 HI FLOOR 4 4 I PLANS TOP OF SLAB jP.G FND WALL 36" BELOW GRADEI I P.G FND WALL 36" BELOW GRADE I SHEET N O: - -- - - -- -- - - ---- -- -- -- -- -- - - - - � �I------ - - -- -- ---- -- --- - - - -- -- -- --� EAST ELEV A TION- SCALE:%pS 0 mum T H ELEVIATIA" N 1/4" = 1' -0" SCALE: 1/4" = V -0" BUILDING PERMIT s 2-2x12 RIDGE AWNING WINDOW (A21) - - - - — --- '= ASPHALT SHINGLE ROOFING ON 50# 12 --- - HEADE _ x�:.. BLDG. PAPER ON %N PLYWD. DECKING --- — St ON 2x10616" RAFTERS. 0.0 2x4 ®32" STRAPS FROM ROOF Y FASTEN TOP PLATE TO HEADER WITH THRU LOFT DEGKIN& TO JOISTS BELOW ' v TWO ROWS I6d SINKER NAILS. s" O/G. STOi��G� O KING STUD HURRICANE STRAPS. (TYP) 9'4" PLYWOOD DEGKIN& `! ✓r JACK STUD � � '��.4�` -,u 1,000 LB. RATED TEN510N STRAPS. ALUMINUM GUTTER TO MATCH W HOUSE ON IX6 PVC, FASCIA " " Z II -U8 TJIP360 6 Ib O.G. FJ ; ; TOP OF PLATE s = 0 r- W BLOCKIN `.'.,., BEADED BOARD PVC, SOFFIT ♦n G FOR SPLICE JOINT ,-,��, ':, — IX6 PVC FRIEZE BD IXIO W/IX2 BATTEN SIDINS DOUBLE JACK STUDS. 2x4 MIN. a' wIDE x �' HIGH w Q = SECTIONAL DOOR AWNING WINDOWS (AW251) W/ 1X4 CASING 2X6 STUDS AT I6" OG YV/ SIMPSON HD5A HOLD-DOWNS. a 2 BOLT5 ' _ R-la BATT INSULATION ANCHOR :, . G,�i�A�GE o It1 2x6 TREATED WOOD SILL WITH EXPDXY PAINT ON GONG W SLAB TERMITE SHIELD 5/8" GYP BD AT ALL WALLS d CL& z " THICK GONG. YVAL.L.5 REINFORCED w/ (2) #4 REBAR 12 DOWN FROM TOP Q -------- 2" RI �� �� GID INSULATION " 56" WIDE CONCRETE VERGEOF WALL. WALL TO BEAR ON 8" DEEP LIii 4 THK. REINF. GONG. SLAB ON x 16" WIDE GONG. FOOTING ' COMPACTED SAND REINFORCED w/ (5) #4 REBAR. (TYP) FOUNDATION TOP O SLAB .{. ;��i: .!:�.f;p:.�t••I 'e,._tr ,e. •},.•:.�.:. ..3'a:• : .- _ •;�, .y.:.. '.v.•.r.• ✓. s•..:ti:, ;•';'•,:i!':.'•:n• '•S �f••�• r; iI•• �z W IN51DE ELEVATION ���/\//\//:Y M.: t:; //\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// :•�';; ..; //\//\// -' Ara 8" MINMIN. FM q�-ON HST.. A SCALE:3/8" = 1 ' -0" 8'—O" TO 18'-0 " 20" MIN. FOR 10'-0" HT. F I N 15HED W I DTH - "HEADER ASPHALT SHINGLE ROOFING ON 80# - -- -- -- - BLDG. PAPER ON 5/4" PLYWD. DECKING — - ON 2x10616' RAFTERS. y �tS Z Lnr. 8d COMMON NAILS IN A 5" &RID N a' PATTERN a y: y O O � 3 ~ xl I-1/4" MIN. HEADER BEADED BOARD PVC, SOFFIT W J 5" = a z 'x 0 LaZui o n � W � =) X fV > TO � W• aN ° A Q 8d COMMON NAILS. 5" 0/0.--/ AWNING WINDOW (A21) FOR Y4ALL5 TALLER THAN 8', SPLICE 4 i JOINTS SHOULD BE LOCATED WITHIN = > ' 24' OF WALL MID-HEIGHT. 204 @521 5TRAF5 Tr DEG IN& T -0197 BEI TiI y17. 1 NAIL BLOCKIN& WITH IOd SINKERS AT - 8d COMMON NAILS. 3 O/G. - .��`=;`��'y . .. 3" O/G. BOTH SIDES OF SEAM. OF NetV 5 &ARA&E SLAB 0 ii -- ---------- -- ---- �i ii AWNING WINDOWS YV ii ^ ,i ii i� 2 ANCHOR BOLTS PER EACH NARROW IX4 CASING IXIO YV/IX2 BATTEN SIDING �c�s 0179�� a i i a WALL SECTION. GA RA 6E 2x6 STUDS AT 16" OC YV /pr VPROJ 'CT N FOUNDATION _ EXPDXY PAINT ON GONG SLAB O•• p 5/8" GYP BD AT ALL WALLS d C3.6R-la BATT INSULATION U 1902 r 2x6 TREATED WOOD SILL WITH DRAWN BY: NS TERMITE SHIELD 2" R161D INSULATION " THICK GONG. WALLS REINFORCED CHECKED BY: BELOW SLAB w/ (2) 04 REBAR 12" DOWN FROM TOP NS OUT5IDE ELEVATION 4" THK. REINF. GONG. SLAB ON OF WALL. WALL TO BEAR ON 8" DEEP COMPACTED SA10 x 16' WIDE CONC. FOOTING DATE: REINFORCED A/ (5) #4 REBAR. (TYPJ December 6 2011 rok IN SCALE: l 318" = 1 f-0" :.. ,'Af.� •'.::;.: •..,.: �`;•..,..•..:� ..I.'!:•.•:�':t'... �7' .y'V• ;;•'f.''.•;Y•' 'f:i .'Y�.�.•;�y°. •! !•'•v.• yA.: ��: ';'Y:'i.::r;:t'i:::�'•:1 N•?'•' '•V'1 uAK`AUL OHLAIIIWALL "ElIkEw"ImAILS"k // // // �z�r,� /zVr;�. / SHEET TITLE: /�/�/\ . �\ \/\/\/\/\/\/\/\/\/\/\/\/\/\/\ I\/\/ SCALE. N.T.S. \\ \\ \\ -_ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ PROVIDE IN TNO LOGAT I ON5, THE NARRON NALL \//\ /\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\ r /\//\ BUILDING ABUTT1 NO OVERHEAD DOOM /\\ \\/\\/ /\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\ SECTIONS SHEET NO: 8_3­0 oun I L OR)" 11"Mom G% S E C k T I (Ag) N SCALE: 3/8" = I ' -Owl - WIND-BORNEDEBRIS PROTECTION FOR OPENINGS STRUCTURAL REVIEW 5)" STEVE MARESGA, FE FOR WALL OPEN l NG PROTECTION OF 120 MPH 5-SEGOND WIND GUSTS DEBRIS 188-0� /Y�IES-T} MON�TAUK H I C�HWAY, HAMPTON � Y � S, NY I I�46 ( MAXIMUM MEAN ROOF HE 1 CHT: 559 SIMP50N L5TA - 20 GAGE PHONE (J�I I2� �`t�0 RIDGE STRAP - ALL ROOF RAFTERS USE/OCCUPANCY ° - 2 x 6 TIE ® EAGH RAFTER CLASSIFICATION IN VIEW OF STRAP. DESIGN CRITERIA: • ICE SHIELD UNDERLAYMENT S I N6LE FAMILY RF_S 1 DENT I AL SHUTTER ASSEMBLY 1 \ REQUIRED - 24" FROM EDGE DE51 GN IN ACCORDANCE W 1 TH AMERICAN N.T.5. oil' ° FOREST PRODUCTS WOOD FRAME FOR PANEL SPANS: 01 < 410 WIDE SPAN I N \ CONSTRUCTION MANUAL FOR I + 2 FAMILY HOUSE 23/32" (3/4") APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD 1 HEIGHT PRESCRIPTIVE METHOD (OVERLAP AROUND OPENIN65 4") I 1 HALTERNATE URRICANE CLIP IUSE °F S5'-0 II MAXIMUM A55EMBLY: I,- I I 5IMP50N H3 GROUND SNOW LOAD - 25 PSF. Y ATTACHING STRUCTURAL PANEL:: FASTEN TO BUILDING w/ FIRST LEVEL - 40 P5F. L.L. LIVING AREAS - 40 PSF. L.L. #10x3" (w/ WASHERS) GALVINIZED OR STAINLESS STEEL O WOOD 5CREW ® I6" O.G. I I SIMPSON H2 HURRICANE BEDROOMS - 30 PSF. L.L. ALTERNATIVE FASTENER 'FOR SHUTTER TO BUILDING: I I ° GLIP NAILED. FROM ' #l0 TEE NUTS ATTAGHED TO BLDG. w/ #IOxI-1/2 ( W/ WA5HER5) I I RAFTER TO STUD. - FIRE AREA WIND SPEED - 130 MPH RS MACHINE BOLT ® 12" O.G. •� I 55Y-PI NAAILS EACHND SEISMIC DESIGN CATEGORY - B RES I DFNGE: X WEATHERING - SEVERE L J APA "TEEXTEND TODTOPYO PLHO�OP D PROVIDE 8d COMMON FROST LINE DEPTH - 36" Z I PLATE. NAILS @ 411 O.G. AT \ ( SHEATHING.R EDGE OF ALL TERMITE - MODERATE TO HEAVY Lu •'� I TYPE OF CONSTRUCTION DECAY - SLIGHT CONVENTIONAL LIGHT FRAME WOOD ICE SHIELD UNDERLAYMENT REQUIRED - YES LV I1 GONSTRUGTION Q LTIPLE SECTION ASSEMBLY: 1/4" TH I GK BOLTS ® 2' 00 W U.O 11 II GENERAL NOTES z I. ALL WORK MATERIAL, AND EQUIPMENT SHALL BE IN 13. 5EWAGE DISPOSAL SYSTEM AND FRESH WATER SUPPLY Q I 1 I I I ACCORDANCE WITH THE 2015 INTERNATIONAL RF-51DENTIAL SHALL BE DESIGNED AND BUILT IN ACCORDANCE I I I I I PLYWOOD SHEATHING CODE, AND THE NEW YORK STATE ENERGY WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH. I TO OVER LAP BOX CONSERVATION CODE, AND LOCAL AUTHORITIES. J � 14. THIS STRUCTURE HAS BEEN DESIGNED IN ' BEAM - TOP + BOTTOM. 2. ALL CONCRETE SHALL BE STONE AGGREGATE I WITH A ACCORDANCE WITH THE NEW YORK STATE ENERGWY I'I 1 1 I I I MINIMUM 28 DAY STRENGTH OF 3000 P51 CONSERVATION CODE. I I i1 I i I I 51MPSON M5T2'7 1 1 1/2" WIDE - 20 GAGE 3. ALL LUMBER SHALL BE GRADE STAMPED DOUGLAS FIR- 15. ENGINEER TO BE NOTIFIED IN WRITING OF ALL 1 1 i I I I I METAL STRAP ®48" 00. LARCH STRUCTURAL GRADE #2 OR BETTER. CHANGES PRIOR TO AND DURING CONSTRUCTION. Q Icre I't' le, 4. PROVIDE DOUBLE HEADERS AND TRIMMERS AT ALL I6. ELECTRICAL AND MECHANICAL COMPONENTS TO BE 1 I 1 1 I I I I DOUBLE TOP STAIR AND FLOOR OPENINGS POSTS AND PARALLEL DESIGNED AND SPECIFIED BY OTHERS. J SHUTTER ASSEMBLY I I 1 5T�5 Ib" O.G. PLATE PARTITIONS, EXCEPT AS NOTED ON DRAWING. N.T.S. 1 1 17. ALL STRUCTURAL STEEL TO BE ASTM A36 WITH ONE I I I 1 1 GOAT EPDXY PAINT. ALL FASTENERS TO BE ASTM FOR PANEL SPANS:4' OR WIDER SPAN 1 I I°j 5. BRIDGING TO BE PROVIDED FOR ALL JOISTS AND A-325 BOLTS, 3/4" DIAMETER. FLOOR BEAMS. SPACING NOT TO EXCEED 8.0 FT. 23/32" APA SPAN-RATED 48/24 SHEATHING GRADE PLYWOOD I I I ( 6. ALL DIMENSIONS AND GRADE CONDITIONS TO BE 18. CONTRACTOR SHALL OBTAIN ALL PERMITS AND INSURANCE NECESSARY TO PROTECT THE ENGINEER (OVERLAP AROUND OPENINGS 4 ) WRAP + NAIL STRAP VERIFIED BY CONTRACTOR(5) PRIOR TO START OF AND OWNER. 2x4 5TRONG-BAGK5 @ 24" OG I•J I� - AROUND SILL PLATE 4 - Sd NAILS CONSTRUCTION AND ORDERING OF MATERIALS. TH15 1 1 1 AT ANCHOR BOLT FOUNDATION HAS BEEN DESIGNED FOR A 501L IQ. DO NOT BACKFILL AGAINST FOUNDATION WALLS ASSEMBLY: i I 5IMPSON MST27 BEARING CAPACITY OF TWO (2) TSF AND GRADES UNTIL FLOOR SYSTEM INSTALLATION 15 COMPLETE. I). PREASSEMBLE PLYWOOD TO 2x4'5: # 10x3" (w/ WASHERS) GALVINIZED OR I 11/2" WIDE - 20 GAGE LESS THAN 5%. CONTRACTOR SHALL VERIFY THAT METAL STRAP @48" OC. THESE CONDITIONS ARE MET. ALL FILL BENEATH 20. PROVIDE CARBON MONOXIDE ALARMS ON EACH LEVEL STAINLESS STEEL WOOD SCREW 12" O.G. I� ' CONCRETE 5LAB5 TO BE COMPACTED TO Q5% AND IN BASEMENT ( IF APPLICABLE ). P051TION NEAR 2). ATTACHING STRUCTURAL PANEL: FASTEN TO BUILDING w/ BNaILSHEATHING NAILSOTo SILL PLATE ENTRY FROM HOUSE TO ATTACHED GARAGE AREA. otS Z . ti #10x3" (w/ WASHERS) GALVANIZED OR STAINLESS STEEL RELATIVE DENSITY. WOOD SCREW @ 16" O.G. s t:%%:. 21. SMOKE DETECTORS REG2U I RED I N EACH BEDROOM AND `O �:«,:f�.; : "I. ALL HEADERS 6.0 FT IN LENGTH AND OVER TO BE cA Q 4. !- ALTERNATIVE FASTENER FOR SHUTTER TO BUILDING: 2 - $15 REBAR at.,::.! .;. 2 x 6 SILL PLATE ON EACH LEVEL OF DWELLING AS REQUIRED BY ti #10 TEE NUTS ATTACHED TO BLDG. w/ #10x1-1/2 ( PV WASHERS) t A.a TREATED. SUPPORTED BY DOUBLE UPRIGHTS, Q.O FT AND OVER Y .. MACHINE BOLT ® 12"' O.G. -'_=� ' , EW YORK STATE BUILDING GORE. J BY TRIPLE UPRIGHTS. ALL HEADERS TO BE � • � "� SEE FOUNDATION DWG. tis.,-; MINIMUM OF 2-2x8 OR AS SHOWN ON DRAWING. F- " FOR DESIGN. '' "+` 5/8" x 12" A.B. ®48" OG. ` x �.,•:.y.:;;,•;�.. 2. ANY ALTERATION, REPAIR, ADDITION OR CONVERSION TD W ,J •w w/ FENDER WASF+ER. 8. PROVIDE FIRESTOPPING AT ALL LEVEL F-Z w LL ;^; ; . AN EXISTING DWELLING REQUIRING A BUILDING PERMIT W I N D O W!' - GLAZED OPENING t PENETRATIONS = Z NOW REGUIRES THAT ALL SLEEPING ROOMS IN THE W .v w <17 PROTECTION 15 REGi'UIRED FOR ALL GLAZED AREAS. Q. PROVIDE FLASHING AT ALL ROOF BREAKS, HOUSE BE UPGRADED WITH HARD WIRED 4 a N 0 o CHIMNEYS 5KYLIGHTS EXTERIOR DOORS WINDOW5 INTERCONNECTED SMOKE ALARMS. 2 W • N O AND DECKS ETC.. u IN ACCORDANCE WITH LARGE MISSILE TEST O = le A5TM E Igcfb AND OF A5TM 1886. 23. THE NYS GORES ALSO APPLY TO ACCESSORY CONTRACTOR MAY USE WOOD STRUCTURAL PANELS + 10. DO NOT SCALE DRAWINGS. STRUCTURE DESIGN. ~ • v IN LIEU OF THE ABOVE MENTIONED WINDOWS. HOLD DOWN SHEAR CONNECTION � � . PANELS TO BE PRECUT TO FIT OVER WINDOWS WITH 11. ARCHITECT NOR ENGINEER 15 NOT RESPONSIBLE 24. GARAGE DOORS TO BE RATED FOR 120 MPH. WIND LOAD HARDWARE PROVIDED. FASTENERS TO BE DESIGNED TO CRITICAL LOAD PATH PANELS TO BE MAINTAINED ON SITE.HEADER + SILL PLATE. SHALL COMPLY W/NY500 CHAPTER #2304.cl h FOR THE INSPECTION OR SUPERVISION OF LABEL LOCATIONS ON EACH PANEL. THIS CONSTRUCTION PROJECT. FEDERAL, STATE AND LOCAL ZONING AND BUILDING CODE COMPLIANCE SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. _E OF NEI i co" 4.SrF0 NAILING SCHEDULE FRAMING NOTES �2 TAKEN FROM 2015 EDITION INTERNATIONAL RESIDENTIAL GORE I. ALL FRAMING LUMBER SHALL BE GRADE STAMPED 10. PLYWOOD SHEATHING TO BE NAILED WITH 8 d 0 4" 0 01rg5 'N DOUGLA5 FIR-LARCH STRUCTURAL GRADE No. 2 OR o.c. EXTERIOR EDGE5 AND 6 d @ 12" o.c. iso BETTER. I NTERMED I ATE. SIZED FOR COMMON NAILS; CONTACT ARCHITECT FOR BOX NAIL SIZES 2. ALL SHEATHING TO BE APA RATED, EXPOSURE I, 5/8" ROJECT Q `_- h MIN. THICKNESS OR AS NOTED. 11. ALL INTERIOR AND EXTERIOR FINISHES, FLASHING 1902 RAFTER/TOP PLATE 3-I6d (TOE NAILED) AND WATERPROOFING SHALL BE BY ARCHITECT. o <,10 ° CEILING J015T/TOP PLATE 4-8d (TOE NAILED) 3. ALL SUBFLOORING TO BE APA RATED STURD-I-FLOOR, DRAWN BY: CEILING JOIST/PARALLEL RAFTER 8-I6d (FACE NAILED) F-XP05URE I, 3/4" MIN. THICKNESS. ALL EDGE5 OF 12. ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE UT CEILING JOIST LAPS OVER PARTITION 1-I6d (FACE NAILED) PLYWOOD TO BESET ON SOLID BLOCKING. GLUE AND AND STUD WITH GALVANIZED HURRICANE TYPE ED �� NAIL PLYWOOD SUBFLOOR TD FLOOR JOISTS. CONNECTORS BY "TECO" OR APPROVED EQUAL. FOR CHECKED BY: COLLAR TIE/RAFTER 4-IOd (ea. end I-I/4 strap) GABLE ROOFS r«.....•.•.•.• BLOGKING/RAFTER 4-Sd (TOE NAILED) TIMBER PILE FOUNDATIONS, PROVIDE HURRICANE NS 19 -foo ,- '" RIM BOARD/RAFTER 4-I6d (END NAILED) 4. ALL HEADERS b'-o" AND OVER SHALL BE SUPPORTED CLIPS AT ALL PERIMETER JOIST TO GIRDER ATE: TOP PLATE/TOP PLATE 2-Ibd (FACe NAILED) WITH DOUBLE UPRIGHTS, q'-O" AND OVER WITH CONNECTIONS. DECEMBER 6 2019 TOP PLATE AT INTERSECTIONS 4-I6d (PAGED NAILED) TRIPLE UPRIGHTS. ALL HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON DRAWING. STUD/STUD 2-I6d (PAGE NAILED) 13. ALL PRE-ENGINEERED LUMBER SHALL BE GEORGIA X. h HEADER/HEADER Ibd (FACE NAILED) 5. SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTSPACIFIC GPI SERIES WOOD-I-BEAMS AND LVL NTS AND FLOOR BEAMS A5 PER N.Y.S. CODE OR AS NOTED PRODUCTS OR EQUAL. ALL JOISTS, GIRDERS AND TOP or BOTTOM PLATE/STUD 3-I6d (END NAILED) SHEET TITLE: lo� o X45 ° _ @ 8'-0" O.G. MIN. PROVIDE 2" SPACE FOR AIR HEADERS SHALL HAVE BEARING STIFFENERS INSTALLED BOTTOM PLATE/FLOOR JOIST 3 I6d (FACE NAILED) CIRCULATION IN ROOFS. o JOIST/SILL, TOP PLATE or GIRDER 4-8d (TOE NAILED) A5 PER MANUFACTURERS RECOMMENDATIONS. WEB STRUCTURAL BRIDGING/JOIST 2 6 -IOd (TOE NAILED) . DOUBLE FRAMING AROUND ALL OPENINGS ( skylights, STIFFENERS SHALL BE REG2UIRED AT ALL LOAD AND BLOCKING/JOIST 2-10d (TOE NAILED) stairs etc.. ) OR AS NOTED ON DRAWINGS. BEARING POINTS AT A MINIMUM. A SINGLE 1 3/4" GABLE ROOFS BLOCKING/SILL orTOP PLATE 3-I6d (TOE NAILED) LVL RIM JOIST SHALL BE REQUIRED AT FLOOR NOTES & � lo� o Lao 0 lob o X45 0 �. DOUBLE UP FRAMING UNDER ALL POSTS AND PARALLEL LEDGER 5TRIP/BEAM 4-Ibd (FACE NAILED) PERIMETERS. HANDLING, STORAGE, AND ERECTION OF JOIST ON LEDGER/BEAM 3-I6d (TOE NAILED) PARTITIONS OR AS NOTED ON DRAWINGS. COMPONENTS SHALL BE AS PER MANUFACTURERS DETAILS PROVIDE 8d COMMON NAILS,® 4' o.C. BAND J015T/Jo15T 3-I6d (END NAILED) 8. ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED RECOMMENDATIONS. AT HIGH PRESSURE ZONE - b O.G. HIP ROOFS AT INTERIOR PORTIONS OF ROOF - TYP. BAND JOIST/SILL or TOP PLATE 3-I6d (TOE NAILED) WITH RATED GALVANIZED METAL CONNECTORS BY 14. ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2" DIA. 10(2< O -30 0 PLYWOOD ROOF DECKING ad @4" O.G. EDGES, @V O.G. FIELD "TECO" OR APPROVED EQUAL. STRIP SHEATHING ad (ONE/RAFTER) GALVANIZED MACHINE BOLTS @ 12" O.G.. SHEET NO: PROVIDE: 8d NAILS ® 4" O.G. AT PERIMETER INTERIOR PLYWOOD WALL 5HEATHIN6 ad @4" O.G. EDGE5, @E" O.G. FIELD 9. NAILING SCHEDULE SHALL BE AS PER THE N.Y.5. PORTIONS OF PANELS IN HISH PRESSURE ZONES. PLYWOOD 5UBFL00R DECKING 8d a6" O.G. EDGES, (MV O.G. FIELD BUILDING CODE AS A MINIMUM. ALL 2Xb STUDS 15. TH15 DRAWING 15 AN INSTRUMENT PREPARED TO NOTE a = 4 FT. IN ALL GASES SHALL RECEIVE 5-IOD NAILS AT SILL AND PLATE. FACILITATE CONSTRUCTION AND SHALL NOT BE COMPONENT AND CLADDING PRESSURE ZONES ALL EXTERIOR NAI L5 SHALL BE GALVANI ZED. CONSTRUED A5 A CONTRACT BETWEEN BUILDER AND OWNER. t