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HomeMy WebLinkAbout46352-Z i �o�oSUFFot Town of Southold 10/9/2021 o Gym` P.O.Box 1179 co z 53095 Main Rd Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 42414 Date: 10/9/2021 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 1345 (aka 53) Sound Rd, Greenport SCTM#: 473889 Sec/Block/Lot: 33.4-62 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 5/14/2021 pursuant to which Building Permit No. 46352 dated 6/4/2021 was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: addition to single family dweliln as applied for. The certificate is issued to Norton,Raymond&Cutler,Deborah of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46352 8/25/2021 PLUMBERS CERTIFICATION DATED Aut ri ed ig tore �g�FFai TOWN OF SOUTHOLD BUILDING DEPARTMENT C9 TOWN CLERK'S OFFICE o s 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 #: 46352 Date: 6/4/2021 Permission is hereby granted to: Norton, Raymond f 53 Sound Rd Greenport, NY 11944 To: Construct addition to single family dweliing as applied for. At premises located at: 1345 Sound Rd, Greenport SCTM #473889 Sec/Block/Lot# 33.4-62 Pursuant to application dated 5/14/2021 and approved by the Building Inspector. To expire on 12/4/2022. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $284.40 CO-ADDITION TO DWELLING $50.00 Total: $334.40 Building Inspector ov sovr�®� Town Hall Annex ® Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 ® iQ roper.rich ert(W-town.south old.nV.us IOU BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICIAL COMPLIANCE SITE LOCATION Issued To: Raymond Norton Address: 1345 Sound Rd City: Greenport St: New York Zip. 11944 Building Permit* 46352 Section. 33 Block: 4 Lot: 62 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: REP Electric License No: 46288-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Only Commerical Outdoor X 1st Floor X Pool New Renovation 2nd Floor Hot Tub Addition X Survey Attic Garage INVENTORY Service 1 ph 200a Heat Duplec Recpt 10 Ceiling Fixtures 2 HID Fixtures Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors 3 Main Panel 200a A/C Condenser Single Recpt Recessed Fixtures CO Detectors 1 Sub Panel A/C Blower Range Recpt Fluorescent Fixture Pumps Transformer Appliances Dryer Recpt Emergency Fixtures Time Clocks Disconnect 200a Switches El Twist Lock Exit Fixtures TVSS Other Equipment: 2-paddle fans, 1-combination GFCI /ARC fault circuit breaker, 1-GFCI circuit breaker, Notes: 200a service upgrade,overhead to underground Inspector Signature: / Date: August 25 2021 81-Cert Electrical Compliance Form As �Of SOUI,yo # # TOWN OF SOUTHOLD BUILDING DEPT. • a2 765-1802 1] -. -INSPECTION [ OUNDATION 1ST [ ] ROUGH PLBG. [ OUNDATION 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 REMAWS: 1-1-pi 0 24va, !&� r3 sbw DATE INSPECTOR �o�aOF SOblyo� # # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm N�'' 765-1802 : INSPECTION [ ] FOUNDATION 1ST - [ ] ROUGH PL13G. ./ [ ]' 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 �r INSPECTOR SOF so x(03 ho� * # TOWN OF SOUTHOLD BUILDING -DEPT. u 765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] OUCH PL13G. j ] FOUNDATION 2ND . = [ INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [" ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1 DATE INSPECTOR �o�aOF SOUIyo`o # # TOWN OF souTHOLD BUILDING DEPT. 7651802 ' ',INSPECTION [ ] FOUNDATION 1ST [ ]: ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT�CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ELECTRICAL (FINAL) , [ ] CODE VIOLATION [ ] PRE C/O REMARKS: DATE �� INSPECTOR I (D �SOOI * # TOWN OF SOUTHOLD BUILDING DEPT. °`ycourm N�' 765-1802 A INSPECTION [ ] FOUNDATION 1ST [ ] RO GH PLBG. { ] -FOUNDATION 2ND [ ] SULATIOWCAULKING [ ] FRAMING /STRAPPING [} ] FINAL [ ] FIREPLACE & CHIMNEY -[ ] FIRE SAFETY INSPECTION { ] FIRE RESISTANT CONSTRUCTION [ w ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: LA DATE INSPECTOR FIELD INSPECTION REPORT DATE COMMENTS b FOUNDATION(IST) ' ------------------------------------ Q FOUNDATION(2ND) 6 z ROUGH FRAMING& tm tm PLUMBING lICAVis r � INSULATION PER N.Y. y STATE ENERGY CODE W FINAL ADDITIONAL COMMENTS im y d b y PROPERTY INFORMATION Existing use of property: �/L/^�I Intended use of property: P4- Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? ❑YesAko IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water,issues as provided by, Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold;Suffolk;County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, 1-1 additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as aclass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(p 'nt name): �`7. �CJQ,.P �L. thorized Agent ❑Owner Signature of Applicant: % Date: f (� I ZOJ—i STATE OF NEW YORK) jS: COUNTY OF -1-OW4 k1 14 &W being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the �N m"4L1� (Contractor,Agent, Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application flile therewith. Sworn before me this 13 day of N� ct t/1 ,20 Z� Notary 1iVYA.GENOINO No Public,State of New York No.01 GE6245154 QualifiPROPERTY OWNER AUTHORIZATION Commissioned ommis oo EVires July 18,20in Suffolk Cou ! (Where the applicant is not the owner) residing at 53 SOtI1 ! /40 CxrcAl{t,-rT do hereby authorize TOW4 14 � 1,5 Mev y JT--, to apply on my behalf the Town f Southold Building Department for approval as described herein. Owner's Signature t Date 2 Print Owner's Name 2 U� _ g 2021 BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD � wn Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ov, Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr(c-southoldtownny.aov - seand(aD-southoldtownny.aov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: C Name: 0 License No.: email: Phone No: request an emai copy of Certificate of Compliance Address.: JOB SITE INFORMATION (All Information Required) Name: LA-�-(e tt, Address: J d c-A >tip Z Cross Street: Phone No.: 60 3 q Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: r BRIEF DESCRIPTION OF WORK (Please Print Clearly) ��� �?--oC) t Check All That Apply: Is job ready for inspection?: DYES O ❑Rough In ❑Final =Do you need a Temp Certificate?: [-]YES [:]NO Issued On Temp Informs ion: (All information required) Service Size 101 Ph ❑3 Ph Size: �-00 A # Meters Old Meter# ❑New Service ❑ Service Reconnect `gunderground ❑Overhead # Underground Laterals ❑2 1AH Frame❑Pole Work done on Service? Y ❑N Additional Information: I j6 a.1 vt -2&L LAN PAYMENT DUE WITH APPLICATION -e(&Vicc, zA ,/ 25, tea Electrical Inspection Form 2020.xlsx ,4c�® CERTIFICATE OF LIABILITY INSURANCE FDATE(MMIDDIYYYY) �i 5/12/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(les)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Riverhead Lighthouse Inc Riverhead Lighthouse, Inc. PHOWC_NE . 631-369-9600 FAX N.I.631-369-9678 221 West Main Street n DRESS:"Riverhead Ihagent.com Riverhead NY, 11901 INSURER(S)AFFORDING COVERAGE NAIC# INSURERA: UTICA FIRST INSURANCE COMPANY INSURED INSURER B: Joseph Kollen Enterprises Inc INSURERC: Po Box 758 INSURER D: Aquebogue, NY 11931 INSURER E, INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN;-THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, _ EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR TYPE OF INSURANCE ADOL SUBR POLIPOLICY NUMBER MMIDD EFF POLICY M1DD EXP - LIMITS LTR COMMERCU\L GENERAL LIABILITY EACH OCCURRENCE $ 1000000 DAMAGE TO RENT11 CLAIMS-MADE R✓ OCCUR -PREMISES Ea occurrence $ 50000 ART5158659-00 05/12/21 05/12/22 MED EXP(Any one person) $ 5000 A PERSONAL&ADV INJURY $ 1000000 GEN'L AGGREGATE LIMIT APPLIES PER GENERAL AGGREGATE $ 2000000 POLICY 1:1 JERQ 7 LOC PRODUCTS-COMP/OPAGG $ INC F1 OTHER. $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident UMBRELLALIAB HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ WORKERS COMPENSATION AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVE ❑ N/A - E L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? (Mandatory In NH) EJ_ DISEASE-FA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES (ACORD 101,Additional Remarks Schedule,maybe attached if more space is required) CARPENTRY CERTIFICATE HOLDER CANCELLATION TOWN OF SOUTHOLD SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. PO BOX 1179 53095 ROUTE 25 AUTHORIZED REPRESENTATIVE SOUTHOLD NY, 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD IWorkers' Certificate of Attestation of Exemption ATE Compensation from New York State Workers' Compensation and/or Board Disability and Paid Family Leave Benefits Insurance Coverage "This form cannot be used to waive the workers'compensation rights or obligations of any parry.** The applicant may use this Certificate ofAttestation of Exemption ONLY to show a government entity that New York State specific workers'compensation and/or disability and paid family leave benefits insurance is not required. The applicant may NOT use this form to show another business or that business's insurance carrier that such insurance is not required. Please provide this form to the government entity from which you are requesting a permit,license or contract. This Certificate will not be accepted by government officials one year after the date printed on the form. In the Application of Business Applying For: (Legal Entity Name and Address): Building Permit joseph Kollen enterprises inc. 168 shade tree lane From:town of Southold aquebogue,NY 11931 PHONE:631-793-3415 FEIN:2000LX4838 The location of where work will be,performed is 53 sound dr.,greenport,NY 11944. Estimated dates necessary to complete work associated with the building permit are from June 28,2021 to August 30,2021. The estimated dollar amount of project is $50,001-$100,000 Workers'Compensation Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE SPECIFIC WORKERS'COMPENSATION INSURANCE COVERAGE for the following reason: The applicant is acting as a general contractor with no employees,day laborers,leased employees,borrowed employees,part-time employees,unpaid volunteers and only has independent contractors that meet the standards of the New York Construction Industry Fair Play Act(Section 861 of the New York State Labor Law). Disability and Paid Family Leave Benefits Exemption Statement: The above named business is certifying that it is NOT REQUIRED TO OBTAIN NEW YORK STATE,STATUTORY DISABILITY AND PAID FAMILY LEAVE BENEFITS INSURANCE COVERAGE for the following reason: The business MUST be either: 1) owned by one individual; OR.2) is a partnership(including LLC,LLP,PLLP,RLLP,or LP)under the laws of New York State and is not a corporation; OR 3) is a one or two person owned corporation,with those individuals owning all of the stock and holding all offices of the corporation(in a two person owned corporation each individual must be an officer and own at least one share of stock); OR 4) is a business with no NYS location. In addition,the business does not require disability and paid family leave benefits coverage at this time since it has not employed one or more individuals on at least 30 days in any calendar year in New York State. (Independent contractors are not considered to be employees under the Disability and Paid Family Leave Benefits Law) I,joseph h.kollen,am the President with the above-named legal entity. I affirm that due to my position with the above-named business I have the knowledge,information and authority to make this Certificate of Attestation of Exemption. I hereby affirm that the statements made herein are true,that I have not made any materially false statements and I make this Certificate of Attestation of Exemption under the penalties of perjury. I further affirm that I understand that any false statement,representation or concealment will subject me to felony criminal prosecution,including jail and civil liability in accordance with the Workers'Compensation Law and all other New York State laws. By submitting this Certificate of Attestation of Exemption to the government entity listed above I also hereby affirm that if circumstances change so that workers'compensation insurance and/or disability and paid family leave benefits coverage is required,the above-named legal entity will immediately acquire appropriate New York State specific workers' compensation insurance and/or disability and paid family leave benefits coverage and also immediately furnish proof of that coverage on forms approved by the Chair of the Workers'Compensation Board to the government entity listed above. C„ ��S��I��GnnN'�� Signature: Date: IIT •^+,. 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'v,'{.r-s_rz,f!>:• ”` rte-” �x:`^- '.`' ^'�,x,; � ��-�e.='=i"...�,s� s•x.< �'�..,.* �.,�«�, ,5�"•;5.�",, �s*F*"v, ��s"'> ``k,. *•x�� .'a.-` - t a`�,."-'- - ^�>xr,_ _ .�.rvs�.-"�. p.,srt '"�.��" - ,-�^,.;.•N ..,.._ .»R -�..tm�'�" '..�, a �,, ,���P,+:'w..�==%.�"•+.�* `_�.�".=-:`, ,.�F„�, "*�"rµ,,r'"*,".<,.'-s�,�'': s 'a«t�."gi" - "'^":�'��;.•_... �'1�".c..�'-d._;..TM' ^ws^� m�,.:....,..�'.. �=�..a�f;��.«.:.w`.�^�M&:;;,.e,=�„?.. - ".�.'^ �.�::�Ya'eiau. .�...:,«:.�..,".;�'�.i;.*,r �'�.•�'a^3:a�.ai�:s,*....`..�:.� CE-200 01/2018 SOUND DRIVE ZnZa �- SURVEY OF PROPERTY �0Z SITUATE s NOR-TIS[ OF ' THE VILLAGE OF GREENPORT I TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK S.C. TAX No. 1000-33-04-62 SCALE 1 "=20' p0 �o OCTOBER 2, 2005 IEL� 105' "o�°�yo �Py ° JULY 20, 2015 UPDATE SURVEY FU ,�ERIELO �o S � �o a pEg$g�2EgF AREA = 10,500 sq. ff. 0.241 ac. 510�C' A81ul CER TIFIED TO: ��� RAYMOND A. NORTON 0 ! 0 c� / d G a�Gy CP �� �� �Z� OVERHEAD WIRES _:i_ EEN�v� 06 acPFRPM�620 a � / . o �• O 0G'P 00.0 O d � � �� O \ a PREPARED IN ACCORDANCE WITH THE MINIMUM F lT� S/ GONG\ �g 1 STANDARDS FOR TITLE SURVEYS AS ESTABLISHED BY THE L I A L S. AND APPROVED AND ADOPTED �y1s� JER P`'P�P�°° \ ° TORESASSOCIATIONUCH USE Y THE ;���ATE LAND �p va� ";o-cGN G FEN� , 5 • � " ., `� �rY_ . P � - �� - X000 GO � " � ♦`_ ���y Ul �i.CEP ( °fid 0`f1 SC5P \��OG�Ci .Y N Y S Lic No 50467 J OE FFNG� C1IOs. - . ! Z6�P/� Jp gpGEGgIN IAgsFT f UNAUTHORIZED O LETION OR TION RpTO THIS SURVEYSA VIOLATION OF SECTION OF THE NEW YORK STA TEo OS ION Nathan Taft Corwin orw■n III gOOGCOPIES OF THIS SURVEY MAP NOT BEARING OJTHE LAND SURVEYOR'S INKED SEAL OR EMBOSSED SEAL SHALL NOT BE CONSIDERED Land Surveyor RSN S TO BE A VALID TRUE COPY �ONG�N��NGE ONLYTOTHHESPERSONTED HEREON FOR WHOM THEL RUN SURVEY 6NG�PN\\N G� 4F IS PREPARED, AND ON HIS BEHALF TO THE Successor To Stanley J Isaksen, Jr. L S mZ S� GS OEpF GN FEN b sF I TITLE COMPANY, GOVERNMENTAL AGENCY AND Joseph A ngegno L S oLENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INSTI- Title Surveys — Subdivisions — Site Plans — Construction Layout F ITER TUTION CERTIFICATIONS ARE NOT TRANSFERABLE 0� TAS PHONE (631)727-2090 Fax (631)727-1727 I# E�ERtG� THE EXISTENCE OF RIGHTS OF WAY OFFICES LOCATED AT MAILING ADDRESS r F`R AND/OR EASEMENTS OF RECORD, IF 1586 Main Road P.0 Box 16 �p (f ANY, NOT SHOWN ARE NOT GUARANTEED. Jamesport, New York 11947 Jamesport, New York 11947 x - - - 35-162 i I APPROVED AS NOTED OCCUPANCY OR DATE: �'- B.P.#I USE IS UNLAWFUL NOTIFY BUILDING DEPARTMENT AT _WITHOUT CERTIFICATE 765-1802 8 A TO 4 PM FOR THE OF OCCUPANCY pPip FOLLOWING INSPECTIONS: ISI it i 1. FOUNDATION - TWO REQUIRED FOR POURED CONCRETE 2. ROUGH - FRAMING & PLUMBING 3. INSULATION 4. FINAL - CONSTRUCTION MUST BE COMPLETE FOR C.O. COMPLY WIC r. )-,LL ALL CONSTRUCTION SHALL MEET THE NEW YORK STATE & TOWN CODt REQUIREMENTS OF THE CODES OF NEW AS REQUIRED AND CONDITIONS C YORK STATE. NOT RESPONSIBLE FOR DESIGN OR CONSTRUCTION ERRORS. SOL"LIOL D TOWN ZBA SOUTHOLE,TOWN PLANNING BOARI SOUTHOLD TOWN TRUSTEES N.Y.S.DEC 8LECMCM- °" ° RETAIN STORM WATER RUNOFF PURSUANT TO CHAPTER 236 OF THE TOWN CODE. 00 PLAI'J C0 TEf'JTS: 001% l WIND FRAMING NOTES CUPAi�JC'i CLAS'IFICATIOiJ R3 RESIDENTIAL (: . G E N ER A L___ f� �`- T E - - - - ------------- - BUILDING USE DWELLING � 1).RIDGE-TO-RAFTER ASSEMBLY: I -- Z 1-1/4'x 20 gauge strap shall be attached to each pair of rafters In accordance to table 3.4. I _ EJ'J I L DI N G HEIGHT When a collar tie is used in leu of a ridge strap,the number of IOd common nails required 1 TOTAL, S=o, F T. OF CONSTRUCTION CVL � � CONSTRUCTION NOTES: in each end ofttre collar tie need notaxceed the tabulated number of sd nails in the strap. - J PRESCRIPTIVE AS PER 2020 UNIFORM CODES SUPPLIMENT AND � 1).Thelnfertnationwltftinthissetafconstrudiondocumentsisrelatedtobasicdes�n 2).RAFTER-TO-WALL ASSEMBLY: DESIGN CRITERIA2020ICC WOOD FRAME CONSTRUCTION "A.NUAL � .- --00 0 intent and framing detals.They are intended asaconstruction old,not asubstitute Lateral framing and shear wall connections for rafter,ceiling or truss to top plate shall be In FR.AMIIIC. ELEh,rENTS AS PER FLOOR PLANS CROSS SECTION AND GENERAL NOTES for generally accepted good bundling practice and compliance wtth current New York accordance to table 3.3.When a rafter or truss do not fall in line with studs below,rafters -------- } C State balding codes.The General Contractor Is responsible for providing standard or trusses shall be attached to the wall top plate and the wall top plate shall be attached to EXT. BALCONIES 40 � construction details and procedures to ensure a professionally f riasihed,structurally the to the wall stud with uplift connections,Roofs overhanging the rake side of the building DE CK:S 40 � shall be connected with uplift connections in accordance with table 3.3c. STORAGE • N sound and a weatherproof completed product. RI ATTIC yr/o 1 D C 2).The General Contractor is responable for ensuring that all work and construction 3).WALL-TO-WALL ASSEMBLY: A.TTI C S v' STOF;A'N 20 (l.l G ordinances and regulations,etc. Wall studs above and studs below a for level shall be attached with uplift connections in I DES'IGPJ LOAD CALCULATIONS ROOF (GROL1tJD :'NOW LOAQ j 25 �O meets current federal,state,county arxl local codes, (LIVE LOAD P S F '� These codes are to be considered as part of the specifications for this building and accordance with tecta 3.3b.When wall studs above do not fall in lira with sh ds below,the ) ROOMS (OTHER THAN SLEEPING) 40 should be adhered to even If In variance with the plan. studs shall be attached to a common member in the ff=assembly with uplift connectors kh accordance with table 3.3. ROOMS (SLEEPING) 30 o 3).Dimensions shall take precedent over scaled drawings. -�T AI R S 40 (DONOT SCALE DRAWINGS). 4).WALL ASSEMBLY TO FOUNDATION: -_ GUARDRAILS (ANY DIFEC710N) 200 to First wall studs shall be connected to the foundation,sill plate,or bottom plate with uplift 4).The engineer has not been engaged for construction supervision and assumes no connectors.Steel straps shall have a minimum embedment of 7 inches in micrEte I E-'�POSURE CATAGORY responsibility for construction coordinating with thew plans,nor responsibility for foundation and slab-on-grade,151ncheslnmasonry block foundations,orlapped under L(.AD PATH SEE CONSTRUCTION AND WIND PATH CONNECTION corctrutr action means,n�tfiods,techniques,sequences,or procedures,or for safety the plate and nailed in accordance with table 3.3b.When steel straps are lapped under the (P_pnF - FOUNDATIC;N) DETAIL PAGE & GENERAL i40TE PAGE L0 procautions and programs In connection with the work.There are no warranties for a bottom plate,3 inch square washes shall be used with the anchor bolt;:.Anchor bolt ----= specific use expressed or implied in the use of these plans. spacing is to be spaced and sized In accordance to table 3.2a.In add;ion to spacing, - N AI LI PJ G SCHEDULE SEE C Et J ERAL NOTE PAGE r` anchor bolts are to be spaced between 6-12 Inches from the end of a sail plate and all EGRESS SEE FLOOR FLANS AND WINDOW SCHEDULE S v-4_ 5).Refer to the Window and Door schedule for exterior openings. comers. FIRE PROTECTION SEE FLOOR PLANS 6).The General Contractor Is to ensure that masonry or prefabractad fireplaces meets 5).TYPE I EXTERIOR SHEARWALL CONNECTIONS: SM Ok E & CO2 DETECTORS' or exceeds manufacture's specifications and applicable codes. Type I exterior shear walls with a minimum of 7116 Inch wood structural panel on the exterior attached wtth ad common nails at ("o.c.atthe panel edges and 12"o: inthe field,and _-__. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION 7).The General Contractor is to consufl with the owner for all bullt-in items 112 Inch gypsum wallboard on the Interior attached with 5d cooler nails at 7"o.c.at panel ENERGY C ALC U L ATI ON S R E SCH E C K. 4.6. such as bookcases,shelving,pantry,closets,trims,etc. edges and 10"o.c.in the field shall be In accordance with the length requirements specified In table 3.15a-b. I� 8).Wind load requirements shall be taken Into account during construction. • i 6).TYPE 11 EXTERIOR SHEARWALL CONNECTIONS: Table 3.1 Nailing Schedule(Wood Framed Constnxtion Manual 2015,Pages 149 and 193) Z FOUNDATION NOTES: Type 11 exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate - 1).The General Contractor and Mason to review plans,elevations,details and notes to lerigth adjustment factors In table 3.16. Number of Number of determine intended holghts of finished floor(s)above typical grade, 7).INTERIOR SHEARWALL CONNECTIONS: ' Joint Description Common Nails Box Nails Nail Spacing rA) 2).All footings to rest on undisturbed(virgin)soil.Assumed bearing 3000psf Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when ROOF NAILING Interior shearwals ars used.Sheathing and connections shall be in accordance with I 3).Provide 112"expansion join materel between concrete slabs and abutting 2.4.42 and 2.2.4 respectively. Rafter to Top Plate(Toe-nailed) 3-8d 3-8d per rafter C1 concrete or masonry walls owAng in exterior or unheated Interior areas. 8).CONNECTIONS AROUND EXTERIOR WALL OPENINGS: Ceiling Joist to Top Plate(Toe-nailed) 3-8d 3-8d per joist I Header aril/or girder connections shall be attached with uplift connections in accordanceCeiling Joist to Parallel Rafter(Face-nailed) 5-16d 5-16d each Iii 4).Any new concrete walls being attached to existing concrete structure shell I with table 3.5.Window sill plates shall be have steel connectors in accordance with table be installed with#4 re-bar,18"long at 12"o.c..Use approved epoxy for Installation. Ceiling Joist Laps Over Partitions(Face-nailed) 5-16d 5-16d each lap W '- 13.5. 5).Unless othervAse noted,al stabs on grade to be 2500 p.s.i..Concrete to be Collar T�to Rafter(Toe-nailed) 2-loci 2-loci per tib '� I9).CATHE RAL CEILING ASSEMBLY: � • poured on 4 Inch thick sand or gravel fill with 6x6 wire mesh reinforcing.Interior slabs Iersnogeusenotchedj Blocking to Rafter(Toe nailed} 2-Sd 2-10d each grid to be minknum 3-112 inch thick. anchored on top of the beam or slop structural shag rafters to each ftr nage I Rim Board to Rafter(End Nailed 2-16d 3-16d each end along the open ceiling part of the boding.Connections to the ridge and wall shall be be WALL FRAMING 6).Crawl spaces to be provided with a minimum 18"x24"access opening.Install one attached with fie above requirements. --- -- 8x16 cast iron foundation vent for every 150 sq.ft.of area. - --"-DECK AND COVEREDP ____---_._ Top Plate to Top Plate(Face-nailed) 2-16d(1) 2-16d(1) per foot _ __ORCH NOTES: 7).Dampproof exterior of lbu ndatim with bituminous coating as per section R406 of -- ___A_- - _ ___- Top Plates at Intersections(Face-nailed) 4-16d 5-16d Joists-each side N.Y.S.Residential Construction Code.A 6-ml polyethylene film shag be applied over 1).Unless otherwise noted,all framing material to be#1 ACCI pressure treated lumber. SCJ to Stud(Face-nailed) 2-16d 2-16d 24"o.c. the below grade portion of exterior walls prior to backfilling. All fasteners,hangers and anchors to be galvanized or stainless steel. Header to Header(Face-nailed) 16d 16d 16" o.c.along edges 8).Drainage as per section R405 of N.Y.S.Residential Construction Code. 2).Girders for deck joists to be bolted to each post with washers and nuts. Girders on concrete piers shall be anchored with proper steel connectors anchored i T Into concrete with a minimum 1/2"die x 7" op or Bottom Plate to Stud{End Nailed} 3-16d 2-40d I per stud • �- FRAMING NOTES 1). anchor bolt with washers and nuts- 1).All framing techniques and methods as prearlptivf:design of 2020 3}.Posts supporting girders shall be anchored to a 12"x12"x12"thick concrete footing. Ec9tion Wood Framing Construction Manual. Use a minimum 112"dia x 7"kmg anchor bolt with washers and nuts.Footings Shag 2).Unless otherwise noted,all framing and structural wood material to bre#2+BTR. be 3 ft'below grade.Concrete piers to be used with all porches/decks with roofs or pergulas. Douglas Par. a).Deck i is haveblocking at s o o.c.. Bottom Plate to Floor Joist,Band Joist,End joist or Blocking(Face-Nailed) 2-16d(1,2) 2-16d (1,2) per foot FLOOR FRAMING 3).Floors,wails,ceilings and rafters to be spaced at 16 inches o.c.unless noted 5).A minlnum of 10 inch flashingfshall be installed between the building and ledger. ---- otherwise. Ledger to be fastened to with 1/2"dila.bolts with washers and nuts Joist to Sill,Top Plate or Girder(Toe-nailed) 4-8d 4-10d per joist NO 4).Unless otherwise noted,all bearing wall headers to be(2)2x10 92+BTR.Doug.FI. ''ire needed. Bridging t0 Joist(Toe-nailed) 2-8d 2-10d each end Bearing wall headers to have(2)Jack stud and(2)full length studs on each side of all Blocking to Joist(Toe-nailed) 2.8d 2-10d each end openings.LVL headers to have(3)Jade studs and(2)full length studs on each side of 8).Concrete piers shall be a minimum 6"above grade. g ) I Blacking to Sill or Top Plate(Toe-nailed) 3-16d 4-16d each bock openings.Beaty wall window sills shag also have(2)window sill plates for 2x4 wag 7).AN joists to be supported with hangers and anchors.Each Joist shag also be anchored j openings between 41 and 6'0 and 2x6 wall openings between 511 and 8'9.Provide fire to glder(s). Ledger Strip to Beam(Face-roiled) 3-16d 4-16d each joist and blocking where applicable. Joist on Ledger to Beam(Toe-nailed) 3-8d 3-10d per joist j 8}.Covered Roofs ensu be assembled and anchored the same manner as a typical building_ Band Joist to Joist(End-nailed) 3-16d 4-16d per joist 5).All flush tueamslheaders to be installed with Heavy duty gafvrrtazed Hangers and - _ -PLUMBING NOTES � � (Toe-nailed) ( ) ( ) pe anchors wfrere applicable to all connecting Joists. Band Joist to Sill or T Plate2.16d 1 3-16d 1 r foot 6).Double up floor joists under walls that run parallel to the floor joist and under bathtubs. 1).AN water supply,drainage and venting to be installed as per N.Y.S.Residential ROOF SHEATHING Floors to have ceramic tie installed shall be verified for proper bad capacity unless noted Constriction Code. Structural Panels(See Notes 4,5 and 6) on plans. 2).Verify septic system with the Engineer for Suffolk County Health Department approval. II Interior Zone 8d 10d 6"edge/12"field 7).Provide blocking/bridging in fboriolsts at 8'0 o.c..Use sold blocking in floor joists Perimeter Ed Zone Sd edgg10d 6' e/66'field under all bearing walls. 3),ff wall studs,plates or Joists are cwt out during installation for any plum.bing related work, Edge ed provide adequate bracing and plates to protect and secure the structure.Verify with the Gable End Rake with up to 1'Rake Overhang 6"field 8).Provide insulation baffles at save vents between rafters.Install draft blocking as state code and manufacture's r000nmendabon for maximum hole size and spacing permitted_ - - needed. --VAC - � CEILING SHEATHING I _ _H_ SYSTEM NOTES _ _ ------- 9).Unless otherwise rioted,al roofs and walls to have a minimum 1/2"thick,4-ply Fir 1}.Mechanical subcontractor is responsible for adhearing is all applicable codes and safety _Gypsum Wallboard 5d coolers 5d coolers 7"edge/10"field CDX exterior sheathing grade plywood.Plywood to cover over plates and headers, requirements. WALL SHEATHING 10).Unless otherwise noted use 314"thick T&G PTS Fir or Advantech plywood subfloor adhered with PL400 adhesive end screwed to floor Joists.Finished floor to be installed 2).HVAC subcontractor is to fully coordinate all system data and requirements with the I Structural Panels(See Notes 1,2,and 3) 8d 10d 6"edge/12"field equipment supplier. over subfkoor as per manufacture's instructions. 11).All bathroom walls to have 112'thick moisture-resistant sheetrock.Garage walls and 3).HVAC subcontractor to provide rural system layout drawing and submit ft to tike General 5d coolers 5d coolers 7"edge/10"field Gypsum ceilings and over furnace to have 518°thldctype-x sheetrodc.Al Contractor and owner for final review and approval.other parts aF building -- -- --- --------------------- __yPum Wallboard_-- _ to have regular 112"sheetrcek.Ali wails to be taped and finished. ELECTRICAL NOTES: - FLOOR SHEATHING 12).All roof with a pitch less than 4:12 shag be Installed with an Ice&Water barrier or 1).Al electrical to be Installed as per N.Y.S.Residential Construction Code. Structural Panels 6" 112"field approved equal.Flat roofs shall be applied with a Fiberglas base sheet with an EPDM 1"or less 8d 10d torch down type material over. 2).AN electrical vrak shall be approved by a qualified Underwriter. 13).All sig plates and wood in contact with concrete to be pressure treated.Sill plates to 3).Instal Smoke detectors and Carbon Monoxide detectors throughout as per section 8317 (1)Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. Alternate nailing schedules shall be Installed with a foam sill gasket and co"4ex termite shield or approved equal. of N.Y.S.Residential Construction Code. -_ be used where wall sheathing nailing is reduced. For example,if wall sheathing is nailed 3 inches on-center at the panel edge to obtain higher shear capacities,nailing requirements for structural members shall be doubled,or alternate connectors shall be used to maintain load path. (2)For wall sheathing within 4 feet of the comers,the four foot edge zone attachment requirements shall be used. CLIMATIC AND GEOGRAPHIC DESIGN CRITERIA ''" i� { 3 Tabulated 12 inch o.c.nail spacing assumes wall sheathing attached to stud framing members with 0.42<G<0.49. Wind Seismic Weathering Frost Line Termite Decay Winter Ice Barrier [Flood Hazards (4) For roof sheathing within 4 feet of the perimeter edge of the roof,including 4 fleet on each side of the roof peak,the 4 foot Ground Snow y Load Speed Depth Design Underlayment perimeter zone attachment requirements shall be used. Temp. Required_ _ (5)Tabulated 12 inch o.c.nail spacing assumes roof sheathing attached to rafter/truss framing members with G>0,49.For i framing members with<0.42<G<0.49 the nails an shall be reduced to 6 Inches o.c. I { 25 psf 140 mph B Severe 36 in. Moderate Slight to 15°F Yes ! g ' g to HeavyModerate (6)For wind speeds greater than 130 mph,blocking is required which transfers shear bad to two additional rafters(3 rafters in ; & � .. > --- - ---- -- total). (7)For exterior panel siding,galvanized box nails shall be permitted to be substituted for common nails, Q 684 ' pR�FESSION��' . N .-4 .. . - z C6 _Y u ESIST.NNT CONSTRUCTION CONNECTORS Go CONSTRUCTION DETAILS & WIND LOAD PATH CONNECTION DETAILS WIND R � � m CONN CTION LOCAAON: PART NUMBER: RIDGE-TO-RAFTERS LSTA24 APPLY TO EACH PAIR OF RAFTERS ' N RAFTER-TO-WALL RT20 APPLY TO EACH RAFTER. RAFTER-TO-PLATE RT15 APPLY TO EACH RAFTER USE WITH SNOTCHED RAFTER PTH4 cONNE TOR ,o RAFTER PLA -TO-YyA _STUD SPTH4 APPLY TO &H 1 RKM 2ND. F1.00R WALL-TO-IST. FLOOR WALL KLFTA OR MSTA36 APPLY TO EACH WALLMD � ROM . HEADER-TO-JACK STUD LSTA12 APPLY TO EACH JACK S UD CRIPPLE STUD-TO-HEADER RT3 OR RT7 APPLY TO H CRIMPLE D SHEAR WALL HOLDDOWR ANCHOR ADS5 APPLY TO EACH_�MALL END 9. 1ST. FLOOR--UNDER-S-11L PLATE MSTA36 OR RS16-R WRAP UNDER DOUSE SILL PLA'iE USE WITH 3" �SwAffm n S •wcAa TO STRA Ifni DOW wwprjomu5ALX Lm Tw OU �/t1,�A� 7 R�F7 R'ii7 1�'{l/H 1�1i7 1 V ALiI��ti ■+■', • ®®�� I'WiVf'�Nfvry , . RAFTER4m C � llr WAC SEN TWE END STUD T . AND THE 2 OTHER STUDS .T FOR ALLOW.NG COWMCT COINER STUD RAFTER HOILDDOM WW&LATM , • TO TRANWER SHEAR �u n�►� TOP PLATE FASTEN WITH(2)18d aL A�'� 1 . • NAU a r O.C. : m r . TOP PLATE ._� . m. . WAIL STUDSIDEWALLERDWALI t� O WALL STUD 1 1 2ND.FLOOR WALL STUD 2W.FLOOR PLATE cmm LZ Lill ui VMOOD.101ST IMBOARDW. SLOCKM WOOD JOIST . 1ST. FLOOR TOP PLATfS JACKSUM (31RD4ERMEA�R WOOD t3 R WOOD J= 1 ST FLOOR WALL STUD • 4 'r -. 'C 1 ST. 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