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HomeMy WebLinkAbout46114-Z .�suF L �p�0 coGy� Town of Southold 7/14/2022 P.O.Box 1179 0 W ,c� 53095 Main Rd � � Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 43252 Date: 7/14/2022 THIS CERTIFIES that the building ACCESSORY GARAGE Location of Property: 400 Youngs Rd., Orient SCTM#: 473889 Sec/Block/Lot: 18.-2-19 Subdivision: Filed Map No. Lot No. conforms substantially to the Application for Building Permit heretofore filed in this office dated 4/2/2021 pursuant to which Building Permit No. 46114 dated 4/22/2021 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: accessory garage with outdoor shower as applied for. The certificate is issued to Barah,Dogan&Karen of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL ELECTRICAL CERTIFICATE NO. 46114 6/13/2022 PLUMBERS CERTIFICATION DATED 4/20/2022 J eph Adon o ut o ' d Signature �o�S��fa1�.co TOWN OF SOUTHOLD oy BUILDING DEPARTMENT y TOWN CLERK'S OFFICE oy • o� 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#: 46114 Date: 4/22/2021 Permission is hereby granted to: Gloria, Robert 805 Roanoke Ave Riverhead, NY 11901 To: Construct accessory garage as applied for. At premises located at: 400 Youngs Rd., Orient SCTM #473889 Sec/Block/Lot# 18.-2-19 Pursuant to application dated 4/2/2021 and approved by the Building Inspector. To expire on 10/22/2022. Fees: ACCESSORY $330.40 CO-ACCESSORY BUILDING $50.00 Total: $380.40 -�ry Building Inspector pF SOUryol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 Q sean.devlinCa)town.southold.ny.us Southold,NY 11971-0959 Q �yCOUNT`1,� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Dogan Baruh Address: 400 Youngs Rd city:Orient st: NY zip: 11957 Building Permit#: 46114 Section: 1$ Block: 2 Lot: 19 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: DBA: Yannucci Elec. License No: 50592ME SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor X Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage X INVENTORY Service 1 ph Heat Duplec Recpt 8 Ceiling Fixtures 4 Bath Exhaust Fan Service 3 ph Hot Water 30A GFCI Recpt 2 Wall Fixtures 4 Smoke Detectors Main Panel A/C Condenser Single Recpt 50A Recessed Fixtures CO2 Detectors Sub Panel 100A A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transformer UC Lights Dryer Recpt Emergency Fixtures Time Clocks Disconnect Switches 4 4'LED Exit Fixtures 11 Pump 11 Other Equipment: Car Charger Outlet, HW Heater Notes: Garage Inspector Signature: Date: June 13, 2022 S. Devlin-Cert Electrical Compliance Form Town Hall Annex Telephone(631)765=1802 54375 Main Road TzAx(631)765-9502 P.O.Box 1179 4 21tc Southold,NY 11971-0959 L f'; i : : 1p".,; BUIELDII\TG DEPARTkAFNJI I U11 TOWN OFISOUTUOYM P" UL__� U,LUi[1C4 Tov"IN OF 30(jpOLD CERTIFICATION Date: 41,00-OL-2- Building Permit No. L4 Owner: (Please print) Plumber: C Q (\t (Please print) I certify that the solder used in the water supply system contains less than 2/10 of I% lead. (Prumbers Signature) Sworn to before me this day of 20 , Notary Public, County LAUREN ANCHOR NOTARY PUBLIC-STATE OF NEW YORK No.01 AN6373556 Qualified in Queens County 114 Commission Expires 04-09-2022 IFSOUTyp -1 (16 r rtq a f # TOWN OF SOUTHOLD BUILDIN DEPT. courm, 631-765-1802 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) Y [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: OtrG� DATE ?i INSPECTOR OE SOUTyOIo TOWN OF SOUTHOLD BUILDING DEPT. Comm 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL trC, OA-6041.� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ltd ��1N DATE v INSPECTOR A r Own �- _ —�- -- - t i. r '} .1l s v 1 �t`` ,��✓� I I YI �1�,��I.N � ��"�.a �� 1 ' :A � _ .� } ,.�,'` I• rfifi' {�. I A q ti L yr./ �• - '^•afP'� �. ;�, '- pyo hAj I F• ��1. *� v e rr�'� 9 }y. i' ��- �, /-r./V' \ •;i 1. � {1"�' r d-r.r a'4 '�✓�f-� � ��- 'rY-.� A. �_ �`. �• ��J4„ 1. I ,. � w' r m FIELD INSPECTION REPORT DATE COMMENTS FOUNDATION(1ST) H --------------------------s--------- �. Q FOUNDATION(2ND) z 0 � c O rn H Q ROUGH FRAMING& y PLUMBING INSULATION PER N.Y. STATE ENERGY CODE Lt w � • FINAL L000l ADDrYIONAL COMMENTS o rn z - H �d H o�S'301 jr TOWN OF SOUTHOLD—BUILDING DEPARTMENT w Town Hall Annex 54375 Main Road P. O.Box 1179 Southold,NY 11971-0959 ?y • Telephone(631) 765-1802, Fax(631) 765-9502 hgps://www.southoldtowmy.Rov '�zold Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only � J APR - 2 2021 PERMIT NO. Building Inspector: Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date:2/23/2021 OWNER(S)OF PROPERTY: Name:Dogan & Karen Baruh SCTM#1000-18-2-19 Project Address:400_Youngs Road, Orient 11957 Phone#: I Email:kbaruh@gmail.com or dbarqh@g_mail.com Mailing Address:233 Pacific St, Apt 2A, Brooklyn NY 11201 CONTACT PERSON: Name:Kim Sperling ___ , Mailing Address:256 Route 25A, Wading River,NY 11792 Phone#:631-929-5500 Email:ks erlin _ nsdevelo ment.com DESIGN PROFESSIONAL INFORMATION: Name:Charles Angona Mailing Address:115 Washington Drive, Mastic Beach, NY 11951 Phone#:631-987-2633 Email:charles.angona27@gmail.com CONTRACTOR INFORMATION: Name:JNS Contracting, LLC____ Mailing Address:256 Route 25A,_.Wading River, NY 11792 Phone#;631-929-5500 r _ _ _ _ _ Email:office 'nsdevelo mentFcom @J___ P DESCRIPTION OF PROPOSED CONSTRUCTION RNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: El Other Garage $1,398,000 Will the lot be re-graded? ®Yes El No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property:Vacant Lot Intended use of property:Sin le Famil - Home Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Residential this property? ❑Yes 8No IF YES, PROVIDE A COPY. 8 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, 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 a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):Steve Zoumas BAuthorized Agent Downer Signature of Applicant: Date: 3/30/2021 STATE OF NEW YORK) C' SS: COUNTY OF J o V I- ) Steve Zoumas being duly sworn, deposes and says that (s)he is the applicant (Name of individual signing contract) above named, (S)he is the Contractor (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 file therewith. Sworn before me this s� �� day of ,20 1) 4- 1Z Notary Public FREDERICK E. FINTER Notary Public-State of New York PROPERTY OWNER AUTHORIZATION NO. OIFI122147S Qualified in SUFFOLK COUNTY (Where the applicant is not the owner) Ply Comm. Expires APRIL 30,20 Karen Baruh residing at 233 Pacific St, Apt 2A, Brooklyn NY 11201 I, S-rFvE.Z0UMAsIJNS Contracting, LLC do hereby authorize to apply on rn Zf to the Town of Southold Building Department for approval as described herein. 2/23/2021 Owner's Signature Date Karen Baruh Print Owner's Name 2 OFF01BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD o - Town Hall Annex - 54375 Main Road - PO Box 1179 Vol ^ Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 " rogerr(@southoldtownny.gov -- seand cb-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ali information Required) Date: Company Name: Electrician's Name: License No.: Elec. email: Elec. Phone No: ❑I request an email copy of Certificate of Compliance Elec. Address.: JOB SITE INFORMATION (All Information Required) Name: Address: Cross Street: Phone No.: Bldg.Permit#: email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Square Footage: Circle All That Apply: -Is job ready for inspection?: ❑ YES [:] NO ❑Rough In ❑ Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A #Meters Old Meter# ❑New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 0 1 F12 M H Frame Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE-WITH APPLICATION PERMIT # Address: Switches C Outlets �I I =�1'44J GFI's -� I Surface Sconces �` ! H H's UC Lts 1 Fans Fridge HW 1Q�' Exhaust Oven W/D Smokes DW Mini Carbon Micro Generator Combo Cooktop Transfer AC AH Hood Service Amps Have Used Special! , o o Comments vORK workers'sTarE .Compensation CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY.LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured JNS CONTRACTING LLC 631-929-5500 256 ROUTE 25A WADING RIVER,NY 11792 1 c.Federal Employer Identification Number of Insured or Social Security Number Work Location of Insured(Only required if coverage is specifically limited to certain locations in New York State,i.e.,Wrap-Up Policy) 262849109 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) ShelterPoint Life Insurance Company Town of Southold Town Hall Annex Building 3b.Policy Number of Entity Listed in Box"1a" 54375 Route 25 DBL402104 P.O. Box 1179 3c.Policy effective period Southold, NY 11971 02/01/2021 to 01/31/2022 4. Policy provides the following benefits: © A.Both disability and paid family leave benefits. B.Disability benefits only. ❑ C.Paid family leave benefits only. 5. Policy covers: © A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law. B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 3/9/2021 By AU! (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number 516-829-8100 Name and Title Richard White, Chief Executive Officer IMPORTANT: If Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is.COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. PART 2.To be completed by the NYS Workers'Compensation Board (only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-920.1.Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) BIIIIIPium1ii2ii0iiii1iiiii1ii0iiii1ii7iiiillll�l NYSIF New York state Insurance Fund 8 CORPORATE CENTER DR,3RD FLR,MELVILLE,NEW YORK 11747-3129 nysif.com .CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � D AAAAAA 262849109 ASSUREDPARTNERS NORTHEAST LLC f 100 BAYLIS RD STE 300 MELVILLE NY 11747 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER JNS CONTRACTING LLC TOWN OF SOUTHOLD,TOWN HALL 256 ROUTE 25A ANNEX BUILDING, 54375 ROUTE 25 WADING RIVER NY 11792 P.O. BOX 1179 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12047795-6 203535 09/30/2020 TO 09/30/2021 3/9/2021 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2047 795-6, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY DOES NOT COVER THE SOLE PROPRIETOR,PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. . THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE INSURANCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 1056580695 U-26.3 I ® DATE(MMDDIYYYY) ACC)o 'CERTIFICATE OF LIABILITY INSURANCE 03/09/2021 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 Dawn Saviano NAME: AssuredPartners Northeast,LLC. q/cNE0 Ext, (631)465-4000 A/c,No: (631)465-4005 100 Baylis Road E-MAIL SS: dawn.saviano@assuredpartners.com ADDRE Suite 300 - - INSURER(S)AFFORDING COVERAGE NAIC#" Melville NY 11747 INSURERA: Southwest Marine&General Insurance Co. 12294. INSURED INSURER B: Merchants Mutual Insurance Company 23329 JNS Contracting,LLC INSURERC: WestAmerican Insurance Company 44393 256 Route 25A INSURER D: INSURER E: Wading River NY 11792 INSURER F: COVERAGES CERTIFICATE NUMBER: 10/19/2020 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 CONTRACTOR 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. 1CY EXP �7R TYPE OF INSURANCE INSD WVD POLICYNUMBER MMDDYN YY EFF MM/DDNYYY LIMITS - X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ "1,000,000 DAMAGETO TE CLAIMS-MADE Fx_]OCCUR - PREMISES Ea occurrence $ 100,000 X Contractual Liability _ MED EXP(Any one person) $ 5,000 A GL2019LHBOO460 10/20/2020 10/20/2021 PERSONAL&ADV INJURY $ 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERALAGGREGATE $ 2,000,000 .- �PRO- POLICY .❑LOC PRODUCTS-COMP/OPAGG $ 2,000,000 OTHER: Employee Benefits $ 1,000,000 AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT g 1,000,000. _ Ea accident ANYAUTO BODILY INJURY(Per person) $ g OWNED SCHEDULED CAP1061237 - 08/06/2020 08/06/2021. BODILY INJURY(Per accident) $ AUTOS ONLY X AUTOS X HIRED - NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY - Per accident X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 4,000,000 A EXCESS LIAB CLAIMS-MADE EX2019LHBOO144 10/20/2020 10/20/2021 AGGREGATE $ 4,000,000 DED RETENTION$ $ WORKERS COMPENSATION I PER AND EMPLOYERS'LIABILITY Y/N STATUTE ERH ANY PROPRIETOR/PARTNERIEXECUTIVE ❑ N/A E.L.EACH ACCIDENT $ " OFFICER/MEMBER EXCLUDED? (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under - DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $. Leased Rented Equipment _T C BMW58936399 10/20/2020 10/20/2021 Limit $25,000 DESCRIPTION OF OPERATIONS I LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Town of Southold,Town Hall Annex Building,54375 Route 25,P.O.Box 1179,Southold,NY 11971 is included as an Additional Insured as required by contract subject to the policy terms,conditions and exclusions. " CERTIFICATE HOLDER- CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Southold,Town Hall Annex Building ACCORDANCE WITH THE POLICY.PROVISIONS. 54375 Route 25 AUTHORIZED REPRESENTATIVE - P.O.Box 1179 (J A Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD S770 36' 00"E 200.00 I 10.0' DRY 1 WELL J 24.0' I � Z O„ a I 0 39.2' I PROPOSED JIM PROPOSED DRIVEWAYI N GARAGE MAX N \ 1� I RIDGE 18 10 MIN---' EP / \ I 1 f FE M5'--� �1 24.0' DRY 1 DRY 1 ' [) \ WELL 1 \ WELL Q i I / / 3.2' COVERED I 5'MIN. / PORCH 2o�M1N W (,7 w 22.5' o x O N O 17.5' W w QV- C14 d / 0 0 f ~ CO S S r ST 20'MIN. 20' ' >-- 1 Z ' 2.5' I v U m IW x � a N PROPOSED 2 STY. FRM. IQ DWELLING 4 BEDROOMS 01 o N LdI w N 1.5 IN PROPOSED ��N PERGOLA IQ_I4 SWIMMING POOL 6) t" I Of 18 x42 DECK2.5' N I(L 1.5' I W _ ,.s' W N t� SUNROOM I 2.2 N 1 M 00 I 14.5' DRY ` z / I ( WELL lI ' 23.3' / I c I � I a> I — — — — — — — — N770 36' 00"W a 193.88 0 (D 0 L c� 0 r� I cn C.) Q ]] E) DATE BY DESCRIPTION APPROV. BY SITE PLAN REVISIONS 400 YOUNGS ROAD SCALE: 1"= 10' ORIENT0 10 20 NY 11957 C5 Feet E PROPOSED RESIDENCE 0 I a' PROPOSED SITE PLAN -if NFW,, 1. S r�l��•p� 0 4- * �� �9y * L. K. McLEAN ASSOCIATES, P.C. C-� E t CONSULTING ENGINEERS 437 SOUTH COUNTRY RD., BROOKHAVEN, NEW YORK 11719 THE EDUCATION LAW OF THE STATE OF NEW YORK PROHIBITS 9 y: MF/CFD Scale: AS NOTED Sheet No. ANY PERSON FROM ALTERING ANYTHING ON THE DRAWINGS 050528 Desi ned B (_1 AND/OR THE ACCOMPANYING SPECIFICATIONS. UNLESS Try UNDER THE DIRECTION OF A LICENSED FROFESSIONALENGINEER, WERE SUCH C /-� E. THE PROFESSIONAL ENGINEER MUST SIGN, SEAL,TIONS ARE DATE AND Drawn By: MF Date: MARCH 2021 1 DESCRIBE THE FULL EXTENT OF THE ALTERATION ON THE Drawn \V I DRAWING AND/OR ECnpNS7209 CATION (NYS ED. LAW Approved By: RGD File No. 21045.000 SURVEY 7OF 9�� `J LL ! 1 )`1DESCRIBED PROPERTY SITUATE AT JUL - 8 2021 - ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK AREA OF PARCEL = 23,903± SQ.FT. OR 0.549± ACRE N/F /�6/-d7dn Q� ANN MARIE SOI TO NOTES L N 89045'53' E 200.00' 1. MEASUREMENTS ARE INACCORDANCE WITH U.S.STANDARDS. PIPE ' 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD83, O LONG ISLAND ZONE. � o ~ �0 24.0' 3. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). 2 W ^ 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED A o FOUNDATION,o LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION Z OF THE 4 n ti J NEW YORK STATE EDUCATION LAW. o W o° 5- ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF 24.0' V THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE rrww h. TF.EL.2330 X53 4 I N VALID TRUE COPIES. tiJ 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN V ^ M 28.0 0 :) ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS > _ 0 12.01 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 1` 58 Cd o Z V SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM �+ 0 r: 3 THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, n j GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE C7 ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE 0 v FDONDA TINN ti q q TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. N o .y 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 0 2.5' ^ B. THE SURVEY CLOSES MATHEMATICALLY. 3 T.F.EL.2384 n ' 1\ od 3.3' � 0 ' Cl O N �0 00 o s71° ti h ��ll RI� 1701 a o LEGEND M z � MON O . . . . ' ' . •CONCRETE POST MON. S 89°45155' W 193.88' Of NEW 10 f" a DATE BY DESCRIPTION APPROV. BY C5528Q� REVISIONS `�"�S� Town of Southold MAIN READ .[�LANDS� Suffolk County, New York 400 Youngs Road ORIENT, NEW YORK { FOUNDATION AS-BUILT ,50LK COUNTY REAL PROPERTY TAX MAP I hereby certify that this map was made from an actual survey DISTRICT 1000 completed by me on 04/26/2021. L. K. MCLEAN ASSOCIATES, P.C. SECTION 018.00 � CONSULTING ENGINEERS & LAND SURVEYORS BLOCK 02.00 437 SO. COUNTRY ROAD, BROOKRSP AVEN, NEW YORK LOT 019.000 Syed By. PL✓N.R sole: 1'= 30' sheet No. TAMARA L. STILLMAN,P.L.S. D...n By, D.M. Date: 04, '12021 ll b P+\21045.000 400 Youngs Rd\Survey Dept Ura wings\21045.000 Found. As-buNt.dwg 6/29/2011 4,17 PM Dalva Matonlene NYSPLS No. 50528 Approved By, T.L.S. File No. 21045000 LEGEND , -,�, •� - ..:-, SURVEY Q . • . • . • . . •DECIDUOUS TREE OF D ' ' ' ' ' ' ' ' 'DECIDUOUS SHRUB JL��� 21 n"% DESCRIBED PROPERTY © . . • . . .GAS METER Q SITUATE AT • . • . .• • SANITARY MANHOLE ® • . ' ' ' ' • ' •ROUND DRAIN INLET - ORIENT �. . . . . . . . .WELL a TOWN OF SOUTHOLD x21.6• • . . . SPOT ELEVATIONS SUFFOLK COUNTY, NEW YORK ❑ • • ' ' •WOOD POST AREA OF PARCEL = 23,903± SQ.FT. OR 0.549± ACRE FF EL: ' ' ' ' ' ' ' 'FIRST FLOOR ELEVATION GF EL: . ' • . •GARAGE FLOOR ELEVATION A/C . . . . • • . •AIR CONDITIONER NOTES WW ' ' ' ' ' ' ' 'WINDOW WELL N/F 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. TW . . . . . . ' 'TOP WALL ANN MARIE SOI TO EP -EDGE OF PAVEMENT 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD88, EP 23.3 3'POST AND LONG ISLAND ZONE. I, A W FENCE RAIL FENCE N 89"4553' E 200.00' CORNER PIPE 3 W 0.2'W r- s� 3. ELEVATIONS REFERENCE NAVD 1988(GEOIDI2A). 0.4'5 FENCE I FENCE 8'POST AND WIRE FENCE FENCE Q END = 0% CORNER CORNER a 07"S -------"---I j: O( GENERATOR of 02'S 1--"LEACHING 0.7S 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED 0.2'W eat ------- 21.4 I 1 pppL t„ LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE W W FENCE { I I 24.3' \ _ ! Z NEW YORK STATE EDUCATION LAW. END W 0.2"� j STUI?Y ELECTRIC BOX q EP 22.9 ^ I ------------------ ¢ m FRAME ON BUILDING 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF RIM=21,85aj I N GARAGE a I E.�P170L ` EACHING 3` J THE LAND SURVEYOR'S EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE I' INV=20.23 GRAVEL DRIVEWAY 1t j l HEATER BP O S, p O VALID TRUE COPIES. O ----__ 4' ROOF DRAIN COV, WOOD j �I I -" C_26' e 2,25'DEEP PORCH I rzs p SHOWER y 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN I -- ------------ --------------- -- . 4.3 -- I ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS __ 22,2j 4'POST jAND WIRE FENCE 6 -'-53,1= T�2°.4 192 a ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND Ry EP-5 ' I X- X OUTDOOR 00 .0C 22.5 ti __-_- ='" A/C UNIT 22 -_---I -229 NO GATE SHOWER 19.0 "U SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM `ti ❑ ❑'-- 2a2 ^ THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, ul q 1 ° _--_ - S0,7L-____-- --22.s.--------' ' 28,4' I COV. WOOD _ '^ -9 > - ___ a '--J 12.0' V CONC. WALL i STOOP GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON AND TO THE l ` EP 222 _-�S86L_- 95 CELLAR 22,3 Z h ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE ' -' -1 ENTRANCEt1z ;SEPTIC TANK nti 0 ti TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. ty�1 ® © ' x 22.2 i v i 2.5' N 2• CLEAN OUT A=22.5' 'V N � B=24' Z h - `I � - 222' a ? 1223 223 225 J t7 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. j LEIq 2 STORY I � q 8. THE SURVEY CLOSES MATHEMATICALLY. o � - MSK .�•. i}; EP 21.9 �°o I zs<L' FRAME 1 ti ®z I E - ?'� 3 I RESIDENCE L; a 111.5 p ELI j %` 22•� a' 1.6' I '^ 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITYMARKOUT QZ '' w {g, �}Q - x 22s I 2,5' 1 J as p gx ti LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO �!ia n q __ = y BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, 1.3 �7� L✓ 3 i-" _i v5-i y 22 a ❑ o: 190 0 (1 SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. ..g 9,5 I 18.9a.-I -6&4 22.3 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFA TITLE REPORT.SUBJECT TO 1j� W W X21.6 (� ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY CL a" FJ I I (# EP 21.4; :U I ----178' 221 REVEAL. CL 0LM � aW '-' 3i � OJI x21.5 xu I 16, \ t .w4 �• "Z �1 OVERHANG y I V LL �,;:• t 0 N ��- 3; ON WO C- �`- OGAS METER PANEL I ti LEACHING I i " 1 WOOD RET. WALL I'� ER �i ,1` X POOL \\ �l 7V 20.4 , TV 21.4 FENCE f� v/ J •I' • h �Y y.- ` "'1j'•"tJ"- 11 FENCE - 19.B 19.0 I IB.9 0.8NCORNERCORN pplyy Mp/,L I O.S SW I 6'POST AND WIRE FENCE I I o.8'v s.P �/ ry EP 20.9 I v v ��( i X -'+ MON. o ` S 8904555' W 193,88 < _ cz Is' •c•``.�j. DATE BY DESCRIPTION APPROV. BY f.IlJF%%.LflCic�ti i�n/i.j{ REVISIONS A ROAD --'� a Town of Southold v MAIN S F�CA�fRSuffolk County, New York t I 1 fir' Youngs400 ORIENT, NEW YORK ';'� ii i AS-BUILT SURVEY SUFFOLK COUNTY REAL'�PRDPERTYzT6XWAP 1 hereby certify that this map was mads from an actual survey t DISTRICT 1000 completed by me on 05101/2022. L. K. MCLEAN ASSOCIATES, P.? �f CONSULTING ENGINEERS & LAND SURVEYORS SECTION 018.00 t 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK Surveyed By. J.P.L./D.M scale: 1'= 30' BLOCK 02.00 ��Q sheet Na. LOT 019.000 TAMARA L. STILLMAN,P.L.S. ]� NYSPL�S No. 50528 n.a.a By. D.M. Data: 05/11/2022 P+\21045000 400 Youngs Rd\Survey Dept\Drawings\21045.000 Final As-built.dwg 5/11/2022 1042 AM Tamara Stillman Approved By, T.L.S. File No. 21045.000 C H A R L E S A N G O N A RIDGE CONNECTION REQUIREMENTS ROOF SHEATHING ATTACHMENT NAILING SCHEDULE A R C H IT E C T TABLE 3.6 FROM THE WFCM 2018 EDITION TABLE 3.10 FROM THE WFCM 2018 EDITION TABLE 3.1 FROM THE WFCM 2018 EDITIONI: 115WASHINGTONDRIVE MASTIC BEACH NY 11951 PH.631.987.2633 CHARLES.ANGONA27@GMAIL.COM for Wind able .10 Roof Sheathing Attachment Requirements for Wind Table 3.1 Nailing Schedule Table 3.6 Ridge Connection Requirements T 3 g q Exposucje JDeadLoad Assumptiora:Roof Assembly DL=10 psf) �xpO�u�� Loads Numberof Nimblrot r Je1M L'ftscrlplson Common Nags Boa Nags10" Naa Spacing I. 3-secoWrindnd Speed 110 Its no 130 140 ISO 160 170 tali 195 7 3ietond gust(mph) QOyr.Wind Speed 3semnd gust(mph) 110 115 120 130 140 150 160 170 la0 19S ROOF FRAMING STRUCTURAL SHEATHING Ratterto Topli(Toe-naaed) Jsee Tal4e3.4A) isee Table 3.4AI per ratter u ROOF RAFTERS TO RIDGE:PROVIDE SIMPSON C$20 Roof Pitch Roof Spa" Required Capacity of Ridge Connection(p8)'A� Ceift mist tellop Plate(Toe-word► isee Table 14A) (see Tattle 3.4AI per joist O (1)AT EACH RAFTER WITH 18-8D NAILS PER STRAP (ft) E F E f E F E f E F f f E F E i E f E F n: [li01g Joist to Parant Rafter Irate-wRrd) Jsee hbtr 2.911 {see Tabic 3.9Ai each lap 12 77 51 JUS 13b 169 205 243 184 327 397 Rafter truss Ceding Joist Laps over Partitions(F,xe-n ikd) isee Table 3.911 isee Table 3.9AI each hip 16 103 int 141 182 226 274 325 379 436 529 Sheathing Locatilmx Fr--ft Rafter/furs Maximum Nag Spacing for W Common Naffs or slid Bos Naris(inches,ox-)a Collar Me to Rafter(Fate-Waited! (see?able 3 51 Iser Table Is) per tie Q 20 128 112 176 227 282 342 405 473 S45 663 Specific 5paft find Blocking to Rahn(Toe-mailed) 2-Bd 2-Sb1 oath end N 3:22 24 154 19: 212 272 339 120 487 Sfi9 6S4 793 Grasrity,G Rim Board to Rafter(End-nailed) 2-76d 3-165 exh end 1V 29 180 212 245 328 395 477 569 663 763 925 1I b 12 6 I2 6 12 6 11 b 12 6 12 6 12 6 12 6 12 6 11 WALLFRAMING � �p ARC 32 206 243 283 363 452 SA7 6.19 758 873 1057 049 ib 6 12 6 12 6 12 6 12 6 12 6 11 6 12 6 12 6 22 6 12 LL R 191 6 12 6 12 6 12 6 12 6 12 6 12 6 22 6 12 fi 12 6 12 Top Plate to Top Plate i tah"Aneal 2.164- 2-16d' per loot 36 231 273 316 409 508 676 730 BS2 982 1:90 24 6 12 6 11 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 Top Pldtmathttersettlou(Face-nailed) 4-I&1 S-16d Joints-eachtke W 6-\ OONALp qti 12 65 77 8a 113 139 Itis 199 231 266 321 Interior lox 12 6 12 b 12 6 12 b 12 6 12 6 12 6 11 6 12 6 12 6 12 SEW to Stud(rOtMailldj 2-160 2.16+1 24"O.L 16 97 102 118 150 196 224 26S 308 3S4 425 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 11 6 12 6 12 Header to Meader(Fatcnanrdl Ifid IIM 76"o.c along f4ges X 20 109 17R 147 188 232 •280 331 38S 443 536 0.42 19.2 6 12 6 12 6 12 6 12 6 11 6 12 6 12 6 12 6 12 6 I2 (14 .+ 4:12 24 23I 753 175 226 279 336 397 463 532 643 24 6 12 6 12 fi 12 6 12 6 12 6 32 6 12 6 12 6 Top or Bottom Ptate to Stud(red-nailed) (see Table 3 SAI Iser Table 3.SAJ per stud 6 6 6 2� 26 153 IM 206 263 325 392 4frA 540 620 7SO 12 b 11 b 12 b 12 b 12 1; 11 6 IL 6 1-' 6 6 6 b b 6 Bottom Plate to Poor)6K Band eist,Em isi 2-16dt3d6dtJ per loot 16 6 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 or Wehin F4te�aaRett) 32 174 204 235 3011 372 4a8 530 617 704 857 0.49 a( 19.2 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 A 4 36 195 230 264 338 419 SOd 596 574 777 %4 � 24 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 a 4 FLOOR FRAMING [}- 12 51 40 69 Set 30+3 132 156 182 209 253 Peritisi Edge tone 12 6 12 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 6 6 Joist to Silt,Top Ptne or Girder(Toe•nmled) 4-9d 4-1 D1 per joist ✓`'' �• k /l 16 68 to 92 Sia 146 176 208 242 279 337 16 6 12 6 12 6 12 6 6 6 6 6 6 6 6 6 6 4 A 4 4 Bridging to Joist(roe-nali 2-8d 2-lbl each end A9 20 95 1D0 125 147 192 220 260 303 348 421 042 191 6 12 6 6 6 6 6 6 6 6 6 6 4 4 4 4 A 4 3 3 Blocking to Joist(Toearaned) 2-Rd 2-1M eachemL 03�� to SIP Plate oe-nei 3-I6d 16d eachbbck :. .. T 5:12 24 102 119 138 177 219 2fis 312 364 418 506 24 6 6 fi 6 6 b 6 6 4 4 4 4 4 4 4 A 3 3 3 3 Blocking 51 p (T 'fed) � O I- e.l� 29 119 139 161 206 255 309 364 424 498 590 Ledger Strip to Beam lFac"affed) 3-16d 4-161! each Joist 11`44 32 235 159 194 236 292 352 416 49S 557 674 Gable Endwalt Rake a 0.49 - 6 6 6 6 6 6 b 6 0 AJoist on J Hake Trus with up to 1' Band ledger is Beam(Toerm9edl 3-6 3-201 per joist 36 153 179 207 265 328 396 469 SAS 627 7SR Rase OverhangBand foist to Joist{End-nNled) 3-t6d 4-1&T per pint O 42 6 6 6 6 6 d 4 4 3 3 Band Joist to SIR IN Too Plate(foe-nagM) 2-16tl 3.16.3 per foot 12 44 55 63 81 99 114 741 IFA l88 227 - 16 63 14 85 108 133 1S9 IRS 229 2SO 302 BOARD SHEATHING ROOF SNFA7TRNG 20 T9 92 106 13S 166 199 235 273 313 378 Rafter/Truss Wood Structural Pants ad ID1 isee Table 3:Di 6:12 24 95 131 127 162 199 I39 292 327 376 451 Sheathing Site Minimum Number of9d Common Malts Per Support Diagonal Board Sheathing spadn91n•) 1"x6'or1"■id 2-Rd 2-104 persupport STUD TO PLATE TO RAFTER:PROVIDE SIMPSON MTS 28 231 129 IAB IRR 232 279 329 382 438 529 L6 or 1x9 sheathing 12-192 2 2 I 2 2 2 2 2 2 2 1"x10'orwWer }SC 3-]01 per Support 32 127 143 169 215 265 319 37E 436 501 605 36 143 166 1M 242 2411 3511 423 491 564 689 LSOaLarger Sheathing 12-191 3 3 3 3 3 3 3 3 3 3 CRtNiG StiEATHlNG 30(1 AT EACH STUD WITH 18-10D NAILS PER STRAP 12 49 55 62 76 94 112 132 153 175 217 GVpsunl Wallboard Sd copiers Sd cooli Y edge/10"field E - Nag spaong at panel edges(tit 1 U 16 65 73 82 102 125 149 176 204 233 291 F - Nag spacing at intermediate supports in The panel fli(in) WALLSHEATBING O 20 at 92 103 127 156 187 220 2S4 291 351 Wood Structural Pauls Ed 101 Isle Table 3.211 - 7:12-12:12 24 99 1]0 123 153 18T 224 263 3tK 3'50 423 1 for mof sheathing wdtun 4 feet of the perimeter edge of the roof,Mduding 4 feet on each side of the root peak.the 4 foot pxlmeter else � r r c I!r,n i i.t r- r I+'�, Structural Fiberboard panel: r C D f ';T.- 'i P, +T F, ,, r` 28 114 129 144 178 219 261 307 3% 4011 491 lour attaclment requirements shaR be used. _ HEADERS VARY SEE ,+ F^Q` `l F l f` ., 2 for wind speeds greater man 130 mph,blocking is required which transfers Shea-load to two additional pints I3)oats totals " 11 ga.gala.rearing nag 3"edte/6'find H 3I t3o 1a7 l6d zoo zse z99 3s] 4m e66 s62 (0i20'xl-1/2•kiiix7/16^head) N HEADER SCHEDULE SH"+l'". r<fAlLS ;,T 4•Or F;T F::G£ .^ND Fi'-t D, TYPICAL 36 147 16S 115 229 281 336 395 4S9 525 632 25132" 111 gaily.roofing nag 3"ed edge AT siDP.'."!k I S P.n:r) R"J�r S` F4TH''IrS ON 2X6 WALL I Tabulated cbnrwction requirements shat:De permitted to be mu h iphed by 0.70 for framing not located w x hip 8 feet of building corners S a 9 a LEGEND ON FRAMING t.t i.l I. (0.]20. 7-314"longx3/a"head) i l STUDS @16"O.C. 2 Tabufated conlrerion requirements a=e based on total uplift minus the roof assembly dead kbad of 6 psf(0.6 x 10 lost"6 psf). ~ PLAN Gypsum Wallboard Sd coolers Sd coolers 7•edge/10"field � 3 Tabulated conrwrtion requirements are based on a 12 inch ridge connection spacing,for different ridge connection spacing,multiply Hardboard ad ad Isee7able3.121 i•1 1.1 1• the tabulated values by the appropriate nult1ir below- Parbckboard Panels Rd 9d isee manufact"ver) Q Ridge Connection Spacing Jin.) 12 16 191 24 48 RAFTER/CEILING JOIST HEEL JOINT CONNECTION Diagdri.)Board Sheathing PROVIDE CS 20 AT AT ALL 11 II 1 Multiplier 100 1.33 1.60 200 AAO 1ax6'ofext, 2-Bd 2-10d per support fX i•j i•i i•i i• TABLE 3.9A FROM THE WFCM 2018 EDITION EXTERIOR OPENING JACK 4 for lack ratter upk't mnneaiuns,Tisa a roof span equal to twice the tack rat!e,length.The Jade raker length includes the overhang Ya10'or wide 3-BQ 3-7(M per suction r i 1 i 1 1 1 1 length and the Jack spall. FLOOR SHEATHING 1•t 1.1 1.1 1• STUD TO HEADER TO TOP Wood si tritural Paneb PLATE 1 i n•1 i•t 1• 1"or gess Rd 101 fi edge/12""d Table 3.9A Rafter/Ceiling Joist Heel Joint Connection Requirements greater chat I• IOd sun 6 edge/12"field Diagonal Board She atfiing (Prescriptive Alternative to Tate 3.9) I"x6•of 1"x9' 2-Sd 2-101 per support Roof Live Load Ground Snow Load I"xur or wider 3-9d 3-IDI per support 3" 7n • WALL SHEATHING ATTACH EM E NT q PLYWOOD SUBFLOOR ON 11-g SERIES 560 Til @16 o.c. 20 psi 30 psf SO psf 70 psf N39hs8 requiremrnts are Cased or wall shea'.rxg natlr:7 6 inches Or!-tenter a[the prrl ed6e.A1te+naCNe nailing schedules shag where wall sheath"rurilieg is reduced.For ekalffloM.0 e t Root span(tt) obtain igrer shear Capacitk nalir'g requiremeAts(or SWrtura wall members shaft be doubled,or age ate connectors%hallabeo TABLE 3.11 FROM THE WFCM 2018 EDITION 12 24 36 12 24 36 12 24 36 12 24 36 used to maintain the load part. Rafter a Whe"wall sheatAine 8 continuous over connected members,the tabulated number 04 nags shall be permitted to be reduced to Rafter Slope Jim) Required Number of 16d Common or 40d Box Nails per Heel Joint ComMiCtiort'�-1''"s Copy. I-I6d nail per fool- Spacing : 12 3 5 8 3 6 9 S 4 13 6 12 17 AVERICANWOOD COUNCIL Table 3.11 Wall Sheathing and Cladding Attachment Exposure B is 4 7 10 4 B 12 6 12 17 a is z3 Requirements for Wind Loads 3.12 p 19.2 d H 12 5 10 14 7 18 21 9 19 27 - n 24 5 ID 15 6 12 18 9 17 26 12 23 3a a�J aYJ J ay,a aha aYa �J YJ J a�iyi • • ■ • • ■ • r 12 3 4 6 3 5 7 4 7 10 5 9 13 : 700-yr.Wind Speed 3.lecond gust lm phi 110 115 120 110 140 150 160 170 ISO 19s :�,:.7 C : C C:: DOUBLE 2X6 TOP PLATE 16 3 S 8 3 6 9 5 9 13 6 12 17 4'12 i i i i i i i i " • • •r STRUCTURAL SHEATHING 19.2 3 6 9 4 7 11 6 11 16 7 14 21 ' • . • ■1 ri1 rte• ��r+'a r�1 r•�1 r'�1 '.r+7 r�1 r+7 r+7 r�Tf 24 A 8 11 5 9 13 7 13 19 9 17 26 "a^'a `' ''s^ a • J^ ,'ate - ■- a - s- E t E f E i E i E f E t E F E i E f E F -�. r Stud spacing 12 3 3 5 3 4 6 3 6 fi 4 7 11 Sheathing Location (,etches.o-c.) fiaaxhnum Nall Spackg for ad common Na0sa10d8ox Naos(Inches,o.c.)tb 16 3 4 6 3 s 7 4 7 it s 9 ]a RAFTER CEILING JOIST CONNECTION 5:12 it 6 12 6 11 b 1Z 6 ]2 6 Il 6 32 6 3Z 6 3Z 6 11 b 11 19.2 3 S 7 3 6 9 5 9 13 6 11 17 F7F7 I il interim lone 16 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 6 12 24 3 6 9 4 7 11 6 11 16 7 14 21 TABLE 3.4A FROM THE WFCM 2018 EDITION 24 6 12 6 12 6 22 6 12 6 12 6 12 6 li 6 6 6 6 6 6 12 3 3 4 3 3 4 3 4 6 3 5 B Z? 6 li 6 ll 6 12 b ]2 6 72 6 12 fi 12 6 I2 6 12 6 12 16 3 3 5 3 4 5 3 5 8 A 7 20 7:12 STUD 70 STUD TO RIM BOARD:PROVIIDE SIMPSON Perimeter Edge Zone 16 6 12 5 u 6 u 6 12 6 12 6 12 6 12 6 12 6 12 6 6 19.2 3 4 5 3 A 6 3 E 9 A 8 12 Table 3.41 Rafter and/or Ceiling Joist to Top Plate Lateral and STUD 24 6 12 6 11 E 12 6 it 6 12 6 12 6 6 6 6 6 6 6 6 24 3 s 7 3 5 8 4 8 it 5 10 ]5 Shear Connection Requirements Exposure MTS 30 0)AT EACH STUD WITH 18-10D NAILS PER BOARD5HEATHINGwLAPS!DING 12 3 3 3 3 3 3 3 3 5 3 4 6 (Prescriptive Alternative to Table 3.4) STRAP 16 3 3 4 3 3 4 3 4 6 3 5 a sheathing Size Rafter/Truss Spacing 9:12 HEADERS VARY SEE (Inches. Minimum Number g t Common Na ort box Na+s PerSupport 1Z4 3 4 3 4 5 3 S 7 3 6 700-yr.Wind Speed 110 115 120 130 140 150 SSA 170 1B0 195 C D X E iEI`:!QC ;';=",:1TI':,! :i, FFOV!DE ni� P I t ix5 or 1x9 Sheathing 12-24 2 2 2 2 2 2 2 2 2 2 2A 3 4 5 3 4 6 3 6 9 4 8 ]2 S2 3 3 3 3 3 3 3 3 4 3 3 5 3-second nt h u HEADER SCHEDULE 1x10 or Larger5heathl 12-2d 3 3 3 3 3 3 3 3 3 3 Wa11 16 3 3 3 3 3 3 3 3 5 3 4 6 Rafter/Ceitingloist Number of 8dcommon Nailsor30dBox Naiis(Toenalled) LEGEND ON FRAMING �� 19-2 3 3 3 3 3 4 3 4 6 3 5 7 Height , J,4 �p `•`! i io,S A T 4"1 AT FD�E: AND FIELD,TYPICAL E - hallw.dngatpaneledgm(Ia.1 Spacing(9n.) Required In Each Rafter and/orCelli Joist to Top Platetonnecdon r- PLAN Ml 1.1 1.1 1. S r ,, n ON 2X6 WALL F - Nail spacing at huennedlatewpports in thepanel field(in.) 24 3 3 4 3 3 5 3 5 7 3 6 9 F u l a l 1 AT_t; E,JALLS A!, F00F Si-.E A T#'I!, ] I Meet joint connenbons are not required wren me e is su rted a toadbeari wall,header or ru beam designed to a 2 2 2 2 3 3 3 3 3 3 Q I se a n u 9E PPo W n9 I'^ 9 11 to iii i•i i• STUDS @16"O.C. 1 For wan sheathing with m 4 feet o`tis?mrtrers,the 4 foot edge root rtacn moron requirements shall be used. resist the applied Toads. SO 2 2 2 2 3 3 3 3 3 3 0 t i 1 i t 2 Tabulated nail sparing assumes sheathing atached to stud fram•ng members with 0.425 G<0.49. 2 When intermediate support of the rafter is provided by verticat struts or puri Ina badbearing wall•the tabtdated heal joint B 2 2 2 3 3 3 3 3 3 3 PROVIDE CS 20 AT AT ALL t o nu 3 For exterior panel siding,galvanized box nail,shag be permitted to be subsbtu..ed tot common nags. connection requirements shelf be permitted to be reducedproportionallyto the reduction in an- 16 H i u u I u I to EXTERIOR OPENING,JACK t•1 i•1 i• s4 10 2 2 1 3 3 3 3 3 3 A i It I 1 I EquNatemconneRiOnsare required for cei8ngJoist tocegingJoist lap spikes. 8 3 3 3 a 5 5 5 5 5 5 .J.t STUD TO HEADER TO TOP i•i I•i I.i i• q"PLYWOOD SUBFLOOR ON 14"SERIES 560 Tp @16"O+C. a ZA 30 3 3 3 4 5 5 S 5 S 6 Tabulated heel joint connection requirements da not include the additional weight of the calling assembly 1 I I 1 I I I 5 Tabulated heel Joint Connection requirements assume cr ing joists or ra!ler ties are located at the bottom of me attic space I Pcescoptie limits are based on assumptions in Table 3.4. PLATE I•I I•i �•� �• When ceiling joists or rafter ties are located higher in the attic space,no attic storage is assumed,and the tabulated heel joint 2 When ceiling joists are installed parallel to rafters,the sum of the toenails in the rafter and ceiling joist shall equal or exceed i•, i•i i•i i• carr ectionrequirements shall beincreased bythe fall owirrr_•factors: the tabulated number of nalh requilred. fV PROVIDE(3)CORNER HOLD-DOWNS AS PER Ceding Height/Top 3 To avoid splitting,no more than 2 toenails shag be instaled in each side of a rafter a ceifing joist when fastened to a 2x4 Heel Joint Connection Sn Plate-to-Roof Ridge AdjustmentFxMrs top plate of3toeniiiIneach Side whenfastened toa24top plate. FRAMING PLAN: PHD5 WITH-g THREADED ROD AND Height(HJH,) 4 Where top plate4cl-ridge heights exceed IV,they shall be adjusted as follows T T I/2 200 COUPLER CNW TO 8rr ANCHOR BOLT AT MASONRY PROVIDE INSULATION AT FLOORS, WALLS AND CEILINGS AS "` 114 2-33 Wag Height B' 30' FOUNDATION WALL: PHD5 SHALL BE ATTACHED TO 1/4 1-33 Top Plate to Ridge PER RESCHECK REQUIREMENTS PROVIDED HEREIN. ALL 1/5 1.25 Height(ft) Adjustment factor 3"DOUBLE STUD MINIMUM. 1/6 2.20 20' 1.00 1-00 INSULATION SHALL BE FIBRGLASS BATT INSULATION OR 1/10 1.11 15+ I-IS 1-25 PROVIDE SIMPSON CS20(1)AT EACH STUD WITH 18- Note.Lateral delimbanofthe ralterbelow the rafter ties may exceed 3/4inch when rafter tiesarelocated above one-third of ZD' 1.40 Iso $D NAILS PER STRAP,WRAP STRAP UNDER DOUBLE ROX U L MINERAL WOOL TYPE. the top plate-to-roof ridge height.Hs,or when He ls greater than 2 feet and may require additional consideration. _--ai,.a `TJI->7'a `Ya_.- --aT'• -aTa _aTa �Ta __aTa .�Ya_aY Coevai�htQ Arr+encan Mtood Council.Dowrdaadedrprnttd pursuant to I3cense A3rmetnera.hh�mp+oductron or transfer authorizod. -•� SILL PLATES AND NAIL TO INNER FACE AMERICAN WDOD COLtYCIL • L.I ■ ■ • ■ '. ■ ■ • • • �J ■ I'.'' ■ ■ ■ ■ I' '.■ ■ • ra'• r+• I•'�ei� rig ray rte I'�i� JL 'A. rte• rig ri II PROVIDE(2)2X6 A.C.Q.TREATED SILL PLATE-TYP. gil X 10"HOOKED ANCHOR BOLTS @46"O.C.WITH 2"X2"Xq'PLATE STEEL WASHERS IN ADDITION TO STANDARD NUTS AND WASHERS-TYPICAL ELEVATION OF TYPICAL PLYWOOD SHUTTER PROPOSED RESIDENCE FOR THE BARUH FAMILY AT BALUSTERS SPACED AS NOT NEW FOUNDATION WALL SYSTEM: 400 YOUNGS ROAD ORIENT TO ALLOW A4"SPHERE TO 10"REINFORCED POURED CONCRETE WALL,WALL TOWN OF SOUTHOLD ENCLOSED DESIGN STRUCTURE 4" PASSTHROUGH 9r-O"ABOVE FOOTING WITH#4 REINFORCEMENT AT SUFFOLK COUNTY NEW YORK 4'-0"O.C.VERTICAL.PROVIDE(2)#4 SCTM:1000-18-02-19 • e REINFORCEMENT BAR AT TOP HORIZONTAL 12"DOWN WIND 130 MPH-3 SEC GUST DOOR PRESSURE INTERIOR ZONE:+41.6&-45.1 PSF END ZONE+55.6&-57.5 PSF 9 r N I FROM TOP.FOOTINGS SHALL BE CONTINUOUS 24" VELOCITY PRESSURE=46.5 PSF WINDOW PRESSURE INTERIOR ZONE:+41.6&-45.1 PSF END ZONE+55.6&-57.5 PSF TON I WIDE X 12"HIGH WITH (4)#5 REINFORCEMENT RODS IMPORTANCE FACTOR 1.0& EXPOSURE CATEGORY"B" INTERNAL PRESSURE COEFFICIENT+/-0.18 LOCATED 3"FROM BOTTOM OF FOOTINGS.GRAVEL BACK FILL TYPICAL AT ALL FOUNDATION WALLS. PIN • • BUILDING CATEGORY IV ? TO EXISTING FOUNDATION WALL AT CONNECTION THE ENCLOSED SEALED PLANS HAVE BEEN DESIGNED POINTS. DRAWING DATE WIND LOAD=130 MPH(3 SECOND GUST 1 " SNOW LOAD=4S P.S.F. FOR AND IN COMPLIANCE WITH THE 2018 N g 17 DECEMBER 2020 • INTERNATIONAL CODE WITH THE NYS 2019 UNIFORM O ISSUE DATE ROOF D.L. =20 P.S.F CODE SUPPLEMENT AND THE TOWN OF SOUTHOLD M ISSUED FOR PERMIT-16 FEBRUARY 2021 TOTAL ROOF LOAD DL+LL(SNOW,WIND AND DL)=70 P.S.F. ZONING AND CONSTRUCTION CODES-DESIGNED HAS nvV tWir FLOOR LOAD LL=40=P.S.F. BEEN ENGINEERED WITHIN THE CRITERIA SHOWN ^ x • • FIRST FLOOR AREA= 1,936 S.F. REVISION DATE SECOND FLOOR AREA= 1,44$S.F. I Tr STRAPPING DIAGRAM • ALL WINDOWS AND DOORS SHALL RECEIVE g"PLYWOOD EXTERIOR " • • SHUTTER SYSTEM. ALL SHUTTERS SHALL BE LABELED AND STORED IN GARAGE FOR 24 HR EMERGENCY INSTALLATION. PROVIDE 2 TYPICAL STAIR DETAIL FASTENING PER 2018 IRC TABLE 8301.2.1.2 SCALE:N.T.S. q"PLYWOOD SHUTTER WITH#8 X 2"STAINLESS STEEL SCREWS WITH FINISH WASHERS ALL PANELS TO BE LABELED AND STORED IN POOL HOUSE G - 2 BASEMENT. GENERAL NOTES DRAWING SCALE: NTS THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT MARVIN ELEVATE C H A R L E S ELDH3664 10" DOUBLE HUNG A N G O N A WINDOW A R C H I T E C T 2'-112„x 5'-3 411 GARAGE FOUNDATION WALL SYSTEM: VERSATEX VER212 r .....r.*.................................._ie............_.... 115 WASHINGTON DRIVE 8" REINFORCED POURED CONCRETE WALL,WALL 48" G5 5 j I MASTIC BEACH NY 11951 ` MOLDING ON-4 X6 FASCIA .� i� I ABOVE FOOTING WITH#4 REINFORCEMENT AT 4'-0" '• PH.631.987.2633 ::Iiil _ "01I° �'�i •t° CHARLES.ANG0NA27@GMAIL.COM O.C.VERTICAL. PROVIDE(2)#4 REINFORCEMENT BAR 24 0" 2"T&G V-GROOVE FINISH AT TOP HORIZONTAL 12" DOWN FROM TOP. UNDER EAVES APRON 24'-0" FOOTINGS SHALL BE CONTINUOUS 16"WIDE X 8" 12'-0" 12'-0" HIGH WITH (3)#5 REINFORCEMENT RODS LOCATED q X6 FRIEZE BOARD ON q BLOCKING SLAB EXTENSION _ 3" FROM BOTTOM OF FOOTINGS.GRAVEL BACK FILL AT RAKE-VERSATEX VER52 . TYPICAL AT ALL FOUNDATION WALLS SUPPORT PIER SEE 81,t� I 8,1 3111 I 3111 MOLDING CONTINUOUS WITH EAVE SECTION DETAILS �5 2 2 I ® I ..®.._. — Iry �j��D AF?C1,1 00 1-7-77 7777�777- 00 OIN cy I I 1 f I � Qv �, 2 s �o o - I •�, � its ,,,y�,_�_� •Y I I - LOWERED FOUNDATION I I j I p I t �,9 039.7 WALL BELOW SLAB OF �1E� I I EXTENSION -SEE - I OVERHEAD , SECTION DETAILS I I F I GARAGE DOOR G1 r I ' I I I I I I 12"X 12"SLAB SUPPORT PIER SEE SECTION t -+- I iv O - - - - - - - - - - J ' O _ _. I I _ _ a. - - - - <— - - - - - - - - - - -1 -- - h ® DG-1—`�' m i I I J I I —DG-1 A DG-1— m I I —DG-1 A ; I2'- 1 IPITC I I D I ' I j 1 1, TYPICAL RAFTER I I I 1 I TAIL EAVE DETIAL 'i. I I ` OVERHEAD 1 _ GARAGE CONCRETE SLAB: I f' I GARAGE DOOR G2 �? I 6" POURED CONCRETE ITH 6"10/1O W.W.M. REINFORCEMENT ON RADE. PITCH SLAB TO I f I I I OVERHEADDOORS. I €�,g 3 2,I x 9 21t POWER BEAM HEADER I I IFOUNDATION HOSE:: CUT AT I n , WALL FOR ENTRY DOOR I I �• I J I •I I fi I j• I I;=r, I OVERHEAD GARAGE DOOR L - - - - - - - - - - - -I- - - - - - - - - - - - - - J 00 60 — — — — — — — — — — — — — I — — — — — — — — — — — — — — 1 BRICK APRON 2'-5" 3'- 0" 17'-911 3211 I 31" i 8" ,_711 24'-0" 4'-4" 7'-8' 12'-0" 24' 0" LILl ON ..I.......j...........: ......................it............ �1 FOUNDATION PLAN G3 G4 2 GARAGE PLAN SLAB EXTENSION / a SCALE:1/4"=1'-0" SIMPSON 7228 MARVIN ELEVATE SCALE:1/4"=1' A2 O" ENTRY DOOR ELDH3664 \\\ j��\/\\ • �_ •a \j/\/\\\ 3' 0"X 7'-0" DOUBLE HUNG WINDOW 2'-11211 x 5'-3 411 SLAB EXTENSION \ a I d /\ \/ - SUPPORT PIER / / / E' \\/\ 7 RIDGE VENT: G- 1 PROVIDE RIDGE VENT COMPATIBLE ----------------------------------------------------------------------T y WITH ROOF FINISH SYSTEM. /�\ \\\ I:....: • 00 ........ d / 11 11 11 II 11 11 ;, I 11 11 11 11 11 tl 11 11 11 11 II 11 11 11 d / \�\ MAX. RIDGE HEIGHT u n n n u 1 1 ii . — .. — ..— .. — . .. u n u u u u u n u n n u u Ik.------ ------ ----- ----- rn ;; 2X10 ROOF RAFTERS @ 16 O.C. 2X10 ROOF RAFTERS @ 16"O.C. I I ;; _..�__ .__--__..__ L _ / \ IE:a== ---- ----- '-----� I ROOF FRAMING SYSTEM: 2X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF RAFTERS @ 16"O.C. 1 j 12 2X10 TYPICAL ROOF RAFTERS AT 16"OC. SECTION DETAIL II Q ---- "'-"1 fC°°°°'� 8 7 WITH g"CDX SHEATHING. PROVIDE STRAPPING SCALE:3/4"=1'0" 5" 2X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF RAFTERS @ 16"O.C. I I 2X4 RAFTER TAILS SISTERED I AT BASE AND RIDGE OF ALL RAFTERS. ASPHALT ROOFING OVER-8 II 2 G-2.1 SHEATHING ---- ------f7====== TO COMMON RAFTERS Q (2)2X10 ROOF RAFTERS " w 2X10 ROOF RAFTERS @ 16"O.C. _ I I ---_-- I Q J q PQ/�Fop W 2X8 COLLAR TIES w a T p C 3: 2X10 ROOF RAFTERS @ 16"O.C. I I 2X4 SUB-FASCIA ps�0,1,,� ri Lu Z O� �:ry Q 2X10 ROOF RAFTERS @ 16"O.C. I I 11 I £kms: CJ U l) lJ 8 -----�� O p -----I I------;; Z — — PLATE HEIGHT 2X4 RAFTER TAILS SISTERED X — .. _ �ry O O O O O 2x10 ROOF RAFTERS @ 16"O.C. " II a +9'-1 1/2" TO COMMON RAFTERS _ ' p O 11 1 4"X 11$" LVL RIDGE BOARD ,k - <<�t u , , _ � N RIVAL ~ LL 5"GUTTER SYSTEM O PROPOSED RESIDENCE 1� p 2X10 ROOF RAFTERS @ 16 O.C. 1 1 11 '"I� O > J —_ _ �E.•.�04: Q Q 0- m STRAP HANGERS FOR THE BARUH FAMILY AT W w w W ""'i i _'_";; a o a z WALL FRAMING SYSTEM: 400 YOUNGS ROAD ORIENT ;; LL LL LL v� 2X10 ROOF RAFTERS @ 16"O.C. " ;; — ® "' " a W ° 2x4 AT 16"oC. 1 TOWN OF SOUTHOLD A DG 1— a a a a DG 1 = o a �� II oc LL LL LL LL „ ' W TH g' CDX SHEATHING. PROVIDE VERSATEX VER212 ILL p J o I II N� ;; z a SUFFOLK COUNTY NEW YORK A LLI O O O O LL Z '41 2X10 ROOF RAFTERS @ 16"O.C. ! ! ;; O STRAPPING AND CORNER HOLD DOWNS MOLDING ON q X6 FASCIA SCTM:1000-18-02-19 ----- ------�1 w n p p LL cti cV N iv 1� �� 2X10 ROOF RAFTERS @ 16"O.C. -- Om Q 0 2"T&G V GROOVE FINISH _ - �, _ O r�`I a0 I UNDER EAVES 2X10 ROOF RAFTERS @ 16"O.C. I 1 " i� I 00 ~ 5X4 FRIEZE BOARD ON 5 :f==au: -----rl'=====i� 4 4 (2)2x10 ROOF RAFTERS I 1 " BLOCKING SPACED FOR DORMER WALL ON DOUBLE RAFTERS 2X10 ROOF RAFTERS @ 16"O.C. _ GRADE ri --- - -- ---�-.--- - �F====== ----- ----"------� -- - - _ /\ rg ^--� _ _ :_ ,_ VENTILATION PROV DE INSECT DRAWING DATE \ s. /// /i //i // �y�� ` i\ �.«.. .. a2X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF RAFTERS @ 16 O.C. f f 1� ✓\\ dy �\�\ - \\\/��\ y\\ Vii\\\\ /\\ \}i \�/ �(\ \/ \ \���\\/\\//\ \ \ i�\\ \� �\i�\ i/\ \�� 0, / \ � \j� / \�ii\\�\ •i \// \\���\,\ /\/ Z�\ /\\� \ \ \/�/�/ ��� _ SCREEN AT A R GAP VERSATEX 17 DECEMBERZO2O -----� //\ � � \/ \ /\ \\i\i \ \, /\i\\ /y � \� /\ /� /� � //\i\ �\ i\�\y // �\/ ^a---- ERS2 MOLDING CONTINUOUS r1- \ \� \ �\ \ /\i \ \/y\}\ \/ / / � V1 / y\ /\ \ �\\�\//\ / . . , ,,., 11 tl 1� `� \/ �yv \�\�\i/\\\/\ // / /\\ \\• n'=:_•.,• / , j.------- WITH RAKE �����\' / / : ISSUE DATE 2X10 ROOF RAFTERS @ 16 O.C. 2x1O ROOF RAFTERS @ 16 O.C. I I �\ �'�\ �� \\/\ i\\ ' 'i�\ \ice/ ��' i\ �\�-/\ \\�\ ISSUED FOR PERMIT-16 FEBRUARY 2021 Ml 2X 0 OF RAFTERS @ 16' O.C. 2X10 ROOF RAFTERS @ 16"O.C. ;�------17-----11 11 .�SI"� �� " 11 �� 11 11 11 11 " �� „ ----- ------�1 //\��\�\�/ \//\ \-\\'/'/\�\ /�\` \- �\� \� / \\ / � /\ / \ / '• ����\\�\\� '1-----• �----1, 11 i"u 11 „ 1, 11 „ „ 1, 11 I, I, �� 1� �� ---! '------'' /�\�'\\i\ //�/\� �/\\i\/\/\/ /\\ \ //\\� \ / \\ '�y //\ /���'\�� / \ �// \�/ / \//\/ \ � � a / / " REVISION DATE �� 11 11 11 11 11 11 1, 11 11 1, „ 11 1 11 „ 11 11 11 II 11 LL_____LL_____LL_____LL 3L_____Y_____J1_____i>_____1!______ LL_____LL_____iL____ Y__ _lL_____L_____.Y_____.>J_____1<______ ;I 2X4 LOOKOUTS @ 16 O.C. 2x4 SUB-FASCIA \ a I \/\\\/\\ = d \� \/ \ :=a jai • \ \�\ \\�\\ D G 3� FRAMING PLAN n SECTION A A / \ / / \\/\/ • SCALE:1/4"=l'o° SCALE:114"=T-0" \\/ / /\ �\\ \/ /\/ DETACHED GARAGE PLANS + DETAILS 6 SECTION DETAIL DRAWING SCALE: 1/4"=1'-0" SCALE:3/4"=1'-0" THECONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A A R C H I T E C T 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 PH.631.987.2633 CHARLES.ANGONA27@GMAIL.COM ROOF FINISH MATERIAL: GAF TIMBERLINE ROOF SHINGLES OVER 30#FELT PAPER g"CDX SHEATHING ON RAFTER FRAMING PER FRAMING PLANS. PROVIDE ICE AND WATER _ SHIELD AT ALL RAKES, EAVES AND VALLEYS. BRED ARC PROVIDE STEP FLASHING AT ALL WALL TO ROOF L /y CONNECTIONS AND PENETRATIONS. \5 �� pONA,LOq, _ .. �MAX. RIDGE HEIGHT ✓C 039719 �O 12 12 c.OF NES GUTTER SYSTEM: PROVIDE 5" HALF ROUND GUTTERS ON RIVAL STRAP HANGER SYSTEM. _ PLATE HEIGHT PROVIDE 3" ROUND LEADERS. +9'-1.1/2 .. _ .. _.. _ .. _ .. _ .. _ .. _ .. _ .. _ .. _ .. _ .. - FIE EXTERIOR WALL FINISH SIDING: PAINT GRADE CLAPBOARD WITH 6"+EXPOSURE ON g" CDX PLYWOOD ON 15#FELT-(18" OVERLAP ON FELT PAPER) CORNER BOARD: q VARIED WIDTH PAINT GRADE FASCIA BOARD ON 1X BACKER WITH PAINT GRADE COVE CAP WHERE CORNER GRADE _ _ _ _ _ _ _ _ _ _ BOARD MEETS FRIEZE. SEE DETAILS �. 0'-0" I I I I i I WATER TABLE: I I I q X 8 PAINT GRADE FASCIA BOARD I I I I I I I I ON 4 BACKER WITH PAINT GRADE F-1---------- -------------------- -------------------------------� F-1-------- DRIP CAP. SEE DETAILS L------------- ------------------- --------------------------------J L------------------------------------------------------------------� G3 G4 SIMPSON7228 MARVIN ELEVATE Flj SOUTH ELEVATION [2 EAST ELEVATION ENTRY DOOR ELDH3664 2W SCALE:1/4"=1'-0" SCALE:1/4"=1'-0" 3'-0"X 7'-0" DOUBLE HUNG WINDOW 2'-112"x 5'-3 4" MARVIN ELEVATE ELAWN2927 3W FIXED AWNING WINDOW 7'-0"x 2'-3 8" G6 ` MAX. RIDGE HEIGHT +18'-0" 12 12 12 12 8 F 8 8F � 8 PLATE HEIGHT PROPOSED RESIDENCE FOR THE BARUH FAMILY AT 400 YOUNGS ROAD ORIENT Elll] 11E J-111 TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK 11D LL SCTM:1000-18-02-19 DRAWING DATE GRADE 17 DECEMBER 2020 _ 0' 0" I I i ISSUE DATE I I I I I I I ISSUED FOR PERMIT-16 FEBRUARY 2021 I I I 1 I I I I I I I I F-1------------------------------- -------------------------------J_1 F--L-------------------------------------------- ------------------J_1 L--------------------------------- -------------------------------- REVISION DATE 4 G1 G2 MARVIN ELEVATE [3]ELDH36642W NORTH ELEVATION OVERHEAD OVERHEAD 4 WEST ELEVATION DOUBLE HUNG SCALE:1/4"=1'-0" GARAGE DOOR GARAGE DOOR SCALE:1/4"=l'-O" WINDOW 2'-112"x S'-3 4" DG -1 . 2 DETACHED GARAGE ELEVATIONS DRAWING SCALE: 1/4"=1'-0" THECONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLESANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADF WITH THE PRIOR WRITTEN CO N S F NT OF THE ARCHITECT Wa•, y S v , 'AN'� 9 , a W u I , + , �P . t , + ,< , t. d � 3 t• w w ` m � x t u } d N «dot -, r r 3 t. 4 u �F awe- , P t „�' :.£SAe• .�i !F Vii. ;.;' ;..., .. - �:: ., I :ft Y'R' JP' s h 3 t? ai I e +" -. r,� aN. • ,.., „. # �°, - NOTIFY y 0(irY Lvl , 705 18�J2 5 p -..� ,r� T,. ti FOR T f r. LLO� ? ,IhG �NSPEL:lv,v ,..v, ,.. 0 JNDATIOJ - , F x � � r ' ORPOURED CONCRETE w FRAMING E 1�, ,H r ,. _ 1 A 3. INSULATION _ FINAL CGEv�T I f�� BE COMPLETE FOR CO. . ., _ r r ALL CONSTR R'.�� +,� - .• , ,: , at'� . ,,.,.�,a�.� .;, ,ION SHALL MEET THE RE Rf� r ,.. Ola RFMr� , _ . .,,,. . .:. J�S OF THE CODES + tv, ES OF R S I PATE. NOT., _ ::r RESPONSIBLE r VSIBLt FOr-5 CONSTRUCTION ::.i 77 r ORS. w + _. �,.,x � - wZ��:"e,¢.�6F',• ,..: c :d , a r,'/` q' X "`t �', a , r. r :, ,,. : r .;�. ...._ .....,«,...._..,_.:._ _: �_, .. -.. ... i,y ...,, ,. � "',. ., .a. rte. ,✓ 4.. ,�re T tl , C r v T t" TH r : L a „ v CODES _ C DD—W OF TOWN Z3A, , • , v « •.. ..1 .,.' ,. ,., ,.r ,'4 ,.1.. .. .. .mom`.. , n, f ' J :.,.. e , , w TOVVN PLANNING BOARD , OLD EO ROS, EES .N: DEC , a ,t 'r. ) E Ai.. ,�.. !.fiF P. t , \ �<, rf ::.. • ... -'it .' ;:.;. -.n,. ,.. 4 p r - F G Nr W , i r r r _ - pN SRV At/ F AP AT �- Rpt N .S r.ti•M•.-...-..,.+.—,n.,�•.. W�.ti9r .i--sv......- .—....�_,carn-�2': ,sC-T.--.a%2zF:iF�nr�" ,'n'•yTi�y' ,... �. v ` m.�...4N.�. ,., ... �z�'....w.=�^.c.ac,x„a."�,:ma�,a�rmc,-.....a's.m-ar:—.- msysre'-'-�:c'.�i..-.ecv�'m':-:r-wzxvwavaux-.xv wcalPWerPit�a•MAFWM'P'r—+rx2>. „saec- xa�.-u .cam 'Pr a�'xvKiv.�rcr'�P-:a.=»pc- p . ..r #a..r s •� 'a,t f t . 0000soon I Aw • t NONE @NMI , w , N . E 0T I J r. r _ OF OC CUFF Y lS,k+9 ::x`-s,�. �tt f NCY IT wo—w k1 -.ire•*m�.•s- <: All exterior lighting `"� EI ,I installed, replaced or ter. repaired red shalt conform _ . r O Chapter er 72 a ta , _ , e Town Code 1 ^ r , MEMWAL TM REQtffM RE rsG� TCRM WAT OF TfSIEAP,T TO �1R R(sf�OFF TpwIVCol ER 236 PROPOSED RESIDENCE FOR THE BARUH FAMILY CHARLES 400 YOUNGS ROAD ORIENT, NEW YORK A N G 0 N A A R C H I T E C T 115 WASHINGTON DRIVEOR PERMIT 16 FEBRUARY 2021 , I MASTIC BEACH NY 11951 "``' F PH. 631.987.2633 CHARLES.ANGONA27@GMA1 L.COM C H A R L E S A N G 0 N A A R C H I T E C T TABLE OF ZONING REQUIREMENT PLUMBING RISER DIAGRAM ROOF ROOF 115 WASHINGTON DRIVE R-40 VENT VENT MASTIC BEACH NY 11951 PH.631.987.2633 MASTER BATHROOM 3- 3- CHARLES..ANGONA2�@GMAIL.COM LOT SIZE= 23,902 SQ.FT. (.55 ACRE ROOF 3041MASTER LAUNDRY KI D'S BATH-1 3061 3081 KID'S BATH-2 3" 3 SETBACK REQUIRED FRONT YARD-(PRINCIPAL) 50 FEET 2" 2" 3" 1%" 1-Yz" t-Y2" 3" 2" t-'/z" 3" 2" 10aoovoungsRd, SIDE YARD-PRINCIPAL) 15 FEET MIN. Orient,un 11957 Rd, TOILET SINK SINK SINK TOILET SINK TOILET 35' TOTAL TUB WASH. TUB TUB �ti ARc'yYT SHOWER 4 \G) DONA ATTIC FLOOR 2" tA 3" 1Y° tYz" t-Yz° 3" 2" 1YZ° 3° z° r Z. t~,n,gregaLlanal REAR YARD-(PRINCIPAL) SO FEET 3„ L C'hurrtl 3" 3 p FRONT YARD-(ACCESSORY) 50 FEET Onenl Village Cemetery P onenti-treDepanmer,t SIDE AND REAR YARD-(ACCESSORY) FEET 039 7 10 19 Al�� 2031 KITCHEN 2081 POWDER ROOM 2061 BATHROOM V`r KingPlvrntmng MAXIMUM RIDGE HEIGHT 35 FEET 3„ 3' OF N Qh heating 3" The Candy Man MAXIMUM ACCESSORY HEIGHT 18 FEET t-y° t-Y„ I-Y„ c.;;rrna!e;e 3„ 2" 3., TOTAL ALLOWABLE LOT COVERAGE 4,780.5 SQ.FT. (20%) SINK SINK F F TOILET SINK TOILET DISHWASHE 4" " 4' SHOWER FIRST FLOOR 3° 2" 3" AREA CALCULATIONS: "" 'Y° 3' MAXIMUM ALLOWABLE LOT COVERAGE = LOT AREA X 20% 3° 3' ALLOWABLE LOT COVERAGE = 23,902 SQ. FT.X 20% = MAXIMUM ALLOWABLE COVERAGE OF 4,780.5 SQUARE FEET. C.O. TO NEW SEPTIC SYSTEM AS 4 APPROVED BY SUFFOLK COUNTY PROPOSED LOT COVERAGE: 4" DEPARTMENT OF HEALTH SERVICE MAIN HOUSE =1,947 PERMFOR UI C.O. T NUMBER RXXX P TO 6 BEDROOMS BASEMENT STAIRS, AND COVERED PORCHES = 531 SQ. FT. T REAR PORCH = 285 SQ.FT. C.O. 4"CAST IRON HOUSE SWIMMING POOL = 880 SQ. FT.- TO OUTSIDE OF POOL C.O. TRAP WITH G.O.AND STRUCTURE 3"FRESH AIR VENT DETACHED GARAGE = 576 SQ.FT. TOTAL PROPOSED LOT COVERAGE = 4,182 SQ. FT. < 4,780.5 N SQ. FT. (598.5 SQ. FT. UNDER MAX ALLOWABLE) BASEMENT FLOOR PROPOSED RESIDENCE FOR THE BARUH FAMILY 400 YOUNGS ROAD ORIENT, NY TOWN OF SOUTHOLD SUFFOLK COUNTY TAX MAP # 1000 - 18 - 02 - 019 SCHEDULE OF DRAWINGS MATERIAL SYMBOLS SCHEDULE DRAWING SYMBOLS SCHEDULE GENERAL CONSTRUCTION NOTES - BARUH FAMILY RESIDENCE EARTH COMPACT FILL ALL DIMENSIONS AND CONDITIONS TO BE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT ALL SLAB WORK SHALL BE 4"MIN.THICK WITH PLYWOOD SHEATHING TO BE NAILED IN ALL PLUMBING FIXTURES SHALL BE INDIVIDUALLY rAss BUILDING SECTION 1 12 25 36 46 GENERAL NOTES,SYMBOLS AI VERIFIED BY CONTRACTOR PRIORTO ORDERING ALL MANUFACTURERS CUTS SHEETS AND 10/10 6x6 WELDED WIRE MESH.EXCEPT AT ACCORDANCE TO THE WFCM,2018 EDITION, TRAPPED AND VENTED AS REQUIRED BY NEW G-1 WALL SECTION OR ELEVATION LEGEND LOCATION MAP POROUS FILL/GRAVEL REFERENCE DRAWING NUMBER MATERIALS SPECIFICATIONS AND ALL ITEMS SUBJECT TO GARAGE WHERE A 6"SLAB WITH 10/10 6X6 TABLE 3.1 YORK STATE CODE.CAST PIPE SHALL CONFORM - a SCHEDULES AND STRAPPING APPROVAL BY THE ARCHITECT PRIOR TO WELDED WIRE MESH IS TO BE INSTALLED WITH THE LOCAL CODE REQUIREMENTS AND BE G-2 � DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS FABRICATION OR INSTALLATION ALL ROOF TRUSSES SHALL BE ATTACHED TO THE ASSEMBLED WITH APPROVED JOINTS, PIPE DIAGRAMS DETAIL SUPERCEDE SCALED DIMENSIONS 37 SUPPORTS AND CLEANOUTS.ALL WORK SHALL BE CONCRETE BLOCK ❑ NO TRUCKS, BULLDOZERS OR HEAVY EQUIPMENT PLATE AND STUDS WITH GALVANIZED HURRICANE SHALL BE PROJECT SITE PLAN STRUCTURAL STEEL TO BE ASTM 36,DETAILED, MON13 FOUNDATION WALDL UNTIL SUPERSTRUCWITHIN TEN FEET OTURE HAS APPROVED EQUF TYPE OAL,SEE S EET XX FOR STRAPPING HEATING AND COOLING D I N RS REFERENCE DRAWING NUMBER PROVIDE ALL SMOKE DETECTORS CARBON 26RS BY SIMPSON STRONG PERFORMED BY LICENSED PLUMBERS XIDE DETECTORS S 1 FABRICATED AND ERECTED PER A.I.S.C. STATEAND LOCAL CODES EXHAUST FANS PER DETAILS.TRUSS MANUFACTURER SHALL PROVIDE 47 3❑ ❑ ES G S'SHALL COMPLY _ CAST-IN-PLACE CONCRETE BEEN ERECTED WITH AMERICAN SOCIETY OF HEATING, A-11 FOUNDATION PLAN ROOM NAME&NUMBER ENGINEERED SPECIFICATIONS TO THE REFRIGERATION AND AIR CONDITIONING ALL CONSTRUCTION SHALL BE IN ACCORDANCE 14 INSTALLED L INTERIOR PER STATE AND LOCALCODESTO BE 27 FOOTINGS SHALL NOT BE SET IN GROUNDWATER, TO THE CONTRACTOR AND RCHITECT VILLAGES R SUBMISSION UB I SION ENGINEERS STANDARDS PRE-CAST CONCRETE WITH THE N.Y.STATE ENERGY CONSERVATION A-21 . LOWER LEVEL PLAN � � ALERT ARCHITECT IF GROUNDWATER CONDITION DEPARTMENT. CODE THE N.Y.STATE FIRE PREVENTION CODE EXIST BEFORE CONSTRUCTION TAKES PLACE 2 ELEVATION DRAWING NAME&NUMBER ELECTRICAL DISTRIBUTION SYSTEMS SHALL SCALE:1/4'-1'-0" AND THE NY STATE BUILDING CODE,THE TOWN COMPLY WITH THE NATIONAL ELECTRIC CODE WOOELEVATION BENCHMARK TO BE PROVIDED BY FOUNDATIONS SILLS AND RIM JOIST,STUDS, A-3.1 FIRST FLOOR PLAN D FRAME CONSTRUCTION OF SOUTHOLD BUILDING DEPARTMENT,AND ALL 15 38 J AND WORK SHALL BE PERFORMED BY LICENSED [SMALL SCALE] 22 OTHER AUTHORITIES HAVING JURISDICTION OVER SURVEYOR.CONTRACTOR TO VERIFY ALL 28 THE CONTRACTOR SHALL PERFORM ALL STUDS TO RAFTER SHALL HAVE HURRICANE ELECTRICIAN WINDOW TYPE THIS WORK.THE WOOD FRAME STRUCTURAL FOUNDATION ELEVATIONS AS PER DATA EXCAVATION AND DEWATERING SO AS TO STRAPPING _ SECOND FLOOR PLAN WOOD FRAME CONSTRUCTION SYSTEM SHALL BE PRESCRIPTIVE DESIGN USING PROVIDED. PREVENT ANY DISTURBANCES TO THE BEARING A-4.1 39 ALL PRE-ENGINEERED LUMBER SHOULD BE MC 49 CONTRACTOR TO PROVIDE FIRE SMOKE STRATA OF SOIL [LARGE SCALE] THE DESIGN CRITERIA OF THE WOOD FRAME MILLAN TRUSS JOIST TJI SERIES AS NOTED ON DETECTION SYSTEM AS PER NEW YORK STATE FIRE EXTERIOR DOOR TYPE CONSTRUCTION MANUAL,(2018 EDITION). DRAWINGS AND MC MILLAN WOOD I BEAMS AND PREVENTION AND BUILDING CODE. LOCATE ROOF PLAN , „ „ „ „ „ , I/ ALL FORM WORK SHALL BE CLEAN AND SMOOTH. A-5 RIGID FOAM INSULATION 16 29 BACK FILL SHALL NOT BE PLACED AGAINST LVL PRODUCTS OR APPROVED EQUAL.ALL JOISTS, SMOKE DETECTORS WITHIN AND ADJACENT TO PROPOSED RESIDENCE FOUNDATION WALLS UNTIL THE CONCRETE HAS GIRDERS AND HEADERS SHALL HAVE BEARING ALL SLEEPING SPACES AND HEAT DETECTORS AT FOR THE BARUH FAMILY AT 101 INTERIOR DOOR TYPE ATTAINED SUFFICIENT STRENGTH TO RESIST SUCH STIFFENERS INSTALLED AS PER MANUFACTURERS KITCHEN SPACE.ALL SYSTEMS SHALL BE 400 YOUNGS ROAD ORIENT WEST+SOUTH ANY DISCREPANCIES IN THE DRAWINGS SHALL BE ALL FOOTINGS SHALL BE PLACED ON VIRGIN SOIL TOWN OF SOUTHOLD A-6 FIBERGLASS BATT INSULATION 5❑ 17 LOADS OR FOUNDATION WALL HAS BEEN ELEVATION REPORTED TO THE ARCHITECT IN WRITING PRIOR OR CLEAN COMPACTED FILL. SPECIFICATIONS.WEB STIFFENERS SHALL BE APPROVED BY THE LOCAL FIRE MARSHALL, LATERALLY BRACEDSUFFOLK COUNTY NEW YORK REQUIRED AT ALL LOAD BEARING POINTS AS HAVING JURISDICTION OVER THIS PROJECT LEVEL LINE TO THE COMMENCEMENT OF WORK SCTM:1000-18-02-19 EAST+NORTH CONTROL POINT OR DATUM ALL WOOD FRAMING INCLUDING JOISTS BEAMS 4 MINIMUM.A SINGLE 1--" LVL RIM JOIST SHALL BE A EXTERIOR INSULATION AND REQUIRED AT FLOOR PERIMETER. HANDLING 50 DOORS BETWEEN FINISHED AND UNFINISHED ELEVATION � � � ALL FOOTINGS SHALL BE REINFORCED WITH 3#5 30 ' FINISH SYSTEM ❑ CONTRACTOR SHALL ARRANGE FOR ALL 18 POSTS,STUDS, ETC.TO BE GRADE STAMPED - 6 REBARS. UNLESS OTHERWISE NOTED STORAGE AND ERECTION OF COMPONENTS SPACES SUCH AS THE DOOR BETWEEN INTERIOR SHALL BE PER MANUFACTURER'S SPECIFICATIONS SPACE AND THE GARAGE SHALL BE 45 MINUTE A-lO r WALL SECTIONS MATCHLINE SHADED PORTION NECESSARY INSPECTIONS INCLUDING THE DOUG-FIR-LARCH STRUCTURAL GRADE NUMBER 2 EXTERIOR CEMENT STUCCO THE SIDE TO BE CONSIDERED CERTIFICATE OF OCCUPANCY OR BETTER,FB=1200 PSI MINIMUM SYSTEM 19 ALL FOOTINGS SHALL HAVE CONTINUOUS FIRE RATED PER STATE AND LOCAL CODES WALL SECTIONS KEYWAY, PROVIDE CONTINUOS PVC WATERSTOPS A-11 SMOKE DETECTOR 11OV CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHEATHING TO BE A.P.A. RATED EXPOSURE I, 1 DRAWING DATE (� WOOD FRAMING -ROUGH 31 MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF S� INTERCONNECTED WITH � ADEQUATELY BRACING AND PROTECTING ALL VERTICAL RODS SHALL RISE FROM FOOTINGS 1++ 40 2 ❑ INTERIOR OF MECHANICAL ROOM INCLUDING 1J DECEMBER 2020 LUMBER 20 2 MINIMUM THICKNESS DIA GALVANIZED MACHINE BOLTS AT 24"O.C., FIRST FLOOR BATTERY BACKUP OF ALARM WORK DURING CONSTRUCTION AGAINST INTO FOUNDATION WALL @48"O.C.MIN., 51 5" F-1 OR AS NOTED ON DRAWINGS, HEADER SCHEDULE WALLS AND CEILING TO HAVE$ TYPE X FIRE FRAMING PLAN WOOD BLOCKING SYSTEM BREAKAGE, DAMAGE,COLLAPSE, DISTORTION WHERE NOTED ISSUE DATE AND MISALIGNMENT ACCORDING TO APPLICABLE RATED GYP. BD. FINISH PER STATE AND LOCAL CARBON MONOXIDE ALL SUBFLOORING TO BE A.P.A. RATED CODES ISSUED FOR PERMIT-16 FEBRUARY 2021 SECOND FLOOR _4CM CODES,STANDARDS AND GOOD PRACTICE ALL CONCRETE WORK MUST BE PERFORMED WITH 32 ❑ ALL STRUCTURAL WOOD SHALL BE KEPT 2"CLEAR F-2 DETECTOR 110V WITH BATTERY STURD-I-FLOOR EXPOSURE 1, q"MINIMUM 41 FROM CHIMNEYS FRAMING PLAN ® 21 WOOD FINISH BACKUP A 48 HOUR POST-POUR LOW TEMPERATURE OF THICKNESS.ALL EDGES OF PLYWOOD TO BE SETINTERIOR OF GARAGE INCLUDING(WALLS AND S2 FLASH,CAULK AND SEAL ALL JUNCTIONS AT 35°FAHRENHEIT, OTHERWISE TYPE III CEMENT ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD CEILING TO HAVE 5"TYPE X FIRE RATED GYP. BD. F_3 ', ROOF ❑g ❑ TOP AND BOTTOM EDGES OF CONVENTIONAL 8 FRAMING PLAN EXHAUST FAN AS ROOFS,WALLS AND PENETRATIONS TO FORM A TO BE USED. SUB-FLOORING TO FLOOR JOIST SYSTEM 42 REVISION DATE PLYWOOD[LARGE SCALE] JOISTS MAY BE NOTHCED A MAXIMUM OF 2 FINISH PER STATE AND LOCAL CODES FAN REQUIRED BY CODE WATERTIGHT ASSEMBLY. INCHES DG-1 + DETACHED GARAGE 22 ALL WALLS TO BE VERIFIED BY CONTRACTOR FOR ALL HEADERS 6-0"AND LONGER SHALL BE 53 STORM WATER MANAGEMENT DISTRICT:DIMENSIONAL ACCURACY,SQUARE, LEVEL,AND 33 SUPPORTED WITH DOUBLE JACK STUDS. 43 CONTRCTOR TO PROVIDE DOUBLE FRAMING CONTRACTOR SHALL COMPLY WITHDG-2 ALL ELECTRIC WORK SHALL CONFORM TO RULES PLUMB. 9'-O"LENGTHS AND OVER WITH TRIPLE JACK AROUND ALL OPENINGS SKYLIGHTS,STAIRS, REQUIREMENTS OF THE STORM WATER 9 .STUDSALL HEADERS SHALL BE A MINIMUM OF 2 AND REGULATIONS OF THE NATIONAL ELECTRIC ETC. OR AS NOTED ON THE DRAWINGS MANAGEMENT DISTRICT AND SHALL PROVIDE CODE AND N.Y.STATE BOARD OF FIRE 5„ (2X8)OR AS SHOWN ON THE DRAWINGS,SEE 23 ANCHOR BOLTS SHALL BE-g X 1O ,TO BE NECESSARY SITE PROTECTION ELEMENTS TO UNDERWRITERS HEADER SCHEDULE INSTALLED @ 48"O.C., NO LESS THAN 2 BOLTS 44 CONTRACTOR TO PROVIDE DOUBLE FRAMING PREVENT RUN-OFF TO NEIGHBORING STREETS AND IN ANY RUN OF WALL. THIS EXCEDES THE SOLID BLOCKING SHALL BE PROVIDED FOR ALL UNDER ALL POSTS AND PARALLEL PARTITIONS PROPERTIES. SILT FENCING AND HAY BALES TO BE ❑ THE ENTIRE PREMISES AREA OF WORK)INSIDE REQUIREMENTS OF TABLE 3.2A OF THE WFCM, 34 JOISTS AND FLOOR BEAMS AS PER N.Y.S.CODE OR AND/OR AS NOTED ON THE DRAWINGS INSTALLED AND MAINTAINED AT ANY LOW LYING 10 AND OUT SHALL BE CLEANED OF ALL DEBRIS AND 2018AREA PRONE TO WATER RUN-OFF. INSTALL ALL AS NOTED AT 8'-0"O.C.MAXIMUM.PROVIDE 2" EXCESS MATERIAL AT THE END OF EACHALL FLUSH WOOD CONNECTIONS SHALL BE CONTAINMENT DEVICES AS SHOWON PLANS. SPACE FOR AIR CIRCULATION IN ROOFS 45 WORKING DAY AREAS ABOVE MECHANICAL SYSTEMS, BOILERS, FASTENED WITH RATED GALVANIZED METAL 24 HEATERS,ETC.SHALL HAVE 5/8" FIREBONDED, HANGER CONNECTORS BY"SIMPSON STRONG 54 ALL GYPSUM WALLBOARD SHALL GENERAL INFORMATION NAILING SCHEDULE SHALL BE AS PER TABLE 3.1 BE MADE IN THE USA 11 THE CONTRACTOR SHALL PROVIDE SAFETY TYPE X,GYPSUM BOARD AS PER STATE AND 35 OF THE WFCM,2018 EDITION AS A MINIMUM. TIE" OR APPROVED EQUAL BARRICADES TO PROTECT PERSONS FROM INJURY LOCAL CODES. DRAWING SCALE: NTS THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT MARVIN ELEVATE C H A R L E S ELDH3664 10" A DOUBLE HUNG N G O N A WINDOW A R C H I T E C T 2'-112"x 5'-3 4iL" r e " 115 WASHINGTON DRIVE GARAGE FOUNDATION WALL SYSTEM: VERSATEX VER212ie°il ? "" "I='I I I1.1. MASTIC BEACH NY 11951 8" REINFORCED POURED CONCRETE WALL,WALL 48" G5 MOLDING ON q X6 FASCIA .1I I! i PH.631.987.2633 ABOVE FOOTING WITH#4 REINFORCEMENT AT 4'-0" `'' L(II 1!t I I CHARLES.ANGONA22@GMAIL.COM O.C.VERTICAL.PROVIDE(2)#4 REINFORCEMENT BAR 24 0" 2"T&G V-GROOVE FINISH gg APRON AT TOP HORIZONTAL 12"DOWN FROM TOP. UNDER EAVES ! 24'-0'" FOOTINGS SHALL BE CONTINUOUS 16"WIDE X 8" 12'-0" 12'-0" HIGH WITH (3)#5 REINFORCEMENT RODS LOCATED 5 " q X6 FRIEZE BOARD ON q BLOCKING ! ! I I SLAB EXTENSION 3 FROM BOTTOM OF FOOTINGS.GRAVEL BACK FILL AT RAKE-VERSATEX VER52 TYPICAL AT ALL FOUNDATION WALLS SUPPORT PIER-SEE 1 g" 1" SECTION DETAILS 811 81 I 32 32"1 MOLDING CONTINUOUS WITH EAVE N I - - - - - - - - - - - - - - I - - - - - - - - - - - - - i i i ���D ARC y/T 0o I r -- - -� -- - - - -- .�:�,r:*-- -- - - -r--.: .f i rtn \�� DONALD ASC - - - - - - - - - - - - - -I- - - - - - - - - - - - - -.-'� -1 1 1 w ra 2 Fq fV —I-- I — — —• — — — — — —— u �9 I I LOWERED FOUNDATION I I `j- ( ( I i i '`�T� 0397 O I I WALL BELOW SLAB ( I I I I O F NA o i I ---F—EXTENSION-SEE I I I OVERHEAD I I I r — SECTION DETAILS I I M I GARAGE DOOR I II I I I r. I I 1'- I .f 12"X12"SLAB SUPPORI G E f I fI G r $ R G E I ! I I I I I 1 -SEE SECTION -I- I 'r_ _ _ O - - - - - - - - - - - PIER o i fff o o I O -1 o I j: o 1;T 0 - - le - - - - - - - - - - - -� 114, N I 11 I r- N I _F DG-1—`~ I + J �. I `�' —DG-1 ® DG-1— ca I I —DG-1 ® i > I I I A Af A PITCH TYPICAL RAFTER , I TAIL EAVE DETIAL OVERHEAD i I I GARAGE CONCRETE SLAB: f I I 6"POURED CONCRETE I ITH 6"10/10 W.W.M. i .` I GARAGE DOOR >2 - PLANS I I I REINFORCEMENT ON RADE.PITCH SLAB TO I I OV ERHEA DOORS. I ,I�. i s I �•/ 17 I HOSE 3 2��X 9 2"POWER BEAM HEADER I CUT AT FOUNDATION I I � II WALL FOR ENTRY DOOR — —— — — — —— J -IX OVERHEAD GARAGE DOOR f �- - - f- - - - - - - - - - - - - -- - - - - - - -I fV I: s. —I— 'f ry5yM — — — — — — — — — — — — — — — — — — — — — — — — — — I I 31 1 BRICK APRON 2'-5" 3'- 0" 17'-9" 2" ( I 32" 8„ 21_]" 24'-0" 4'-4" 7'-8" 12'-0" luoElm -4 z / ♦r / 4- F-1] FOUNDATION PLAN G3 G4 �L I GARAGE PLAN SLAB EXTENSION / ° 41 \\ SCALE:1/4"=1'-0" SIMPSON 7228 MARVIN ELEVATE SCALE:1/4"=1'-O" /pl ° ENTRY DOOR ELDH3664 \\\ / �\/\ ' • a '\ j\' " 1 DOUBLE HUNG \\ / 3-0 x 7'-0' \ WINDOW 2-112 x 5 3 4 \ E:_ \\/ N 11\\/ \ \\ SLAB EXTENSION ] SUPPORT PIER RIDGE VENT: - G-2.1 I PROVIDE RIDGE VENT COMPATIBLE - \�\ __T,.---__ -__-_,T__--_.R_____.,*___--.,�,_____�,_-__-�,_-__-_,r__-__,r____-T_____,r-__-_,�_____,*_-_-_�,-_-_-�.,_____.,T______ WITH ROOF FINISH SYSTEM. / 11 11 11 11 11 11 II 11 II 11 IJ 11 11 11 11 11 11 11 11 II \ \\ d d \ \\ \ ° ------ ;; ;; ;; ;; ;; ;; �I ;; ;; ;1 11----f i----- . —.. MAX. .. HEIGHT I f 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 „ . .. .. - f 2X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF RAFTERS @ 16"O.C. _ t. --- -- -- -- `� - n •--- I ..i-- -- -- k------ --'---�; U n 11 ri I ROOF FRAMING SYSTEM: I I 2X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF RAFTERS @ 1611 O.C. j j ii 2X10 TYPICAL ROOF RAFTERS AT 16"OC. ,5 SECTION DETAIL ---- - , 12 IC-- -- ----- ---_-_ II-- -- ------ �� !I I !! I ! WITH CDX SHEATHING. PROVIDE STRAPPING _ 511 a f " " I I I; I,, $ ] 8 SCALE:3/4"-1'O" ASPHALT ROOFING OVER-8 "' f 2X10 ROOF RAFTERS @ 16 O.C. 2X10 ROOF RAFTERS @ 16 O.C. I I ,; 2X4 RAFTER TAILS SISTERED I AT BASE AND RIDGE OF ALL RAFTERS. Y= TO COMMON RAFTERS li -- - G-2.1 SHEATHING 11 ---, -----��------�I ;j j! (2)2X10 ROOF RAFTERS 2X10 ROOF RAFTERS @ 16"O.C. o A_ �f==1w I I I I! 2X8 COLLAR TIES WT-1' co 9 2X10 ROOF RAFTERS @ 16"O.C. I I I; 2X4 SUB-FASCIA ------ IF==a= y�''o 11 -----�� z FSP T9 e:o Oti --- 2X10 ROOF RAFTERS @ 16"O.C. f f ;� ;' I Q '�•, ., �\ �< SSC/ — — — — _ 2X4 RAFTER TAILS SISTERED PLATE HEIGHT ;p X O 0 O O �L ,O�XIU ROOF RAFTERS @ 1611 O.C. I I ---- -------- pn I TO COMMON RAFTERS +9' 11/2' PROPOSED RESIDENCE ' O LL > -' 5"GUTTER SYSTEM ON RIVAL -�' ~ FOR THE BARUH FAMILY AT 1 q11 X 11$"LVL RIDGE BOARD �k - <<F f f W a m J STRAP HANGERS mI a p a 0 2X10 ROOF RAFTERS @ 16'O.C. -- I I - - — a _j p a z WALL FRAMING SYSTEM: 400 YOUNGS ROAD ORIENT W W W I f 2x4 AT 16 oC. u~ LL L~l LL �� > 2X10 ROOF RAFTERS @ 16"O.C. I I ® w LL a IL o TOWN OF SOUTHOLD A DG-1- I�--�___ � � � � � P�' �I -DG-1 A = 0 3 a � -- ;; EL a. U. LL �oO I I p Oa Z o p WITH g"CDX SHEATHING. PROVIDE VERSATEX VER212 SUFFOLK COUNTY NEW YORK ;E= 0 O O O O 1'� 2X10 ROOF RAFTERS @ 16"O.C. If ;; g I- " z �_ ______�1 w O STRAPPING AND CORNER HOLD DOWNS MOLDING ON q X6 FASCIA SCTM:1000-18-02-19 z DD 00 Lu DO 00 'nI� 1 f f " 1— O O LL 211 X X X X �� r 2X10 ROOF RAFTERS @ 16' O.C. f f II m m z !- T&G V-GROOVE FINISH �11N N N N 1 ----_I i =____,; _ p -LL O I UNDER EAVES 2X10 ROOF RAFTERS @ 16"O.C. I I ;; ^ Do q X4 FRIEZE BOARD ON 4 ------F�------II DORMER WALL ON DOUBLE RAFTERS ;; 'a I ;i (2)2x10 ROOF RAFTERS 2X10 ROOF RAFTERS @ 16"O.C. BLOCKING SPACED FOR ---- - ;F=Y==: _ _____ _____ �, y -_.ter_:_____�.:._:. _,r.�__, •y_.. .. GRADE �'` ._ VENTILATION PROVIDE INSECT DRAWING DATE II .y1.1 I I I 11 / •.. - . _'_`-.`Y ."_;"=.-z.-=-- '-.-__�-.=-.-�'-..; - ,•W / ° SCREEN AT AIR GAP-VERSATEX II 2X10 ROOF RAFTERS @ 1611 O.C. 2X10 ROOF RAFTERS @ 16""O.C. I f i\ \ 0"-0"1 S 17 DECEMBER 2020 _ yL_ \ \ / // / /� / / / t / ^a----- • R52 MOLDING CONTINUOUS rlrs f f I i `�., ISSUE DATE ;; Th 2X10 ROOF RAFTERS @ 16"O.C. 2X10 ROOF RAFTERS @ 16"O.C. WITH RAKE ISSUED FOR PERMIT-16 FEBRUARY 2021 f 2X 0 ROOF RAFTERS @ 16""O.C. 2X10 ROOF RAFTERS @ 16"O.C. !------ ,-_--11 II �.'tll 11 , 11 11 11 II 11 11 11 11 11 tl II 11--- f " \ \ REVISION D F _ ,I \ u u u n u n u u " u n u u u � ]/ //\i \ n\ . ., /.\ /a\ \ \ \ � \ n . � - II j \�\ /\/ \ /\ ATE / 11 11 11 11 II 11 11 It 11 11 11 11 11 tl II 11 11 -u----- ------. -----u ------. -----�-----�------�------�------w-----�-----.�---- Y-- -�.-----.�------�------�----- .------v 2X4 LOOKOUTS @ 16 O.C. 2x4 SUB-FASCIA i\\i 3 FRAMING PLAN 14 I SECTION A-A \�`\� \ \/\�\%\\ DG -1 ,91 SCALE:1/4"=1'-O" SCALE:1/4"=1'-0" \\/ / \\ �\\ \/ \\ DETACHED GARAGE + DETAILS SECTION DETAIL DRAWING SCALE: 1/4"=,' o" SCALE:3/4"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT C H A R L E S A N G O N A A R C H I T E C T 115 WASHINGTON DRIVE MASTIC BEACH NY 11951 PH.631.987.2633 CliARLES.AN GON A27@G MAT L.CO M ROOF FINISH MATERIAL: GAF TIMBERLINE ROOF SHINGLES OVER 30#FELT ED PAPER$"CDX SHEATHING ON RAFTER FRAMING \ ?,DONALD pO AD Ciy�T PER FRAMING PLANS. PROVIDE ICE AND WATER 5 q SHIELD AT ALL RAKES,EAVES AND VALLEYS. �/o �� �c0 n PROVIDE STEP FLASHING AT ALL WALL TO ROOF =� , �' --, 5• �" v CONNECTIONS AND PENETRATIONS. _ MAX.RIDGE HEIGHT _ 039719 F pF NES - -12-- ------ 12 --------------8_�------ 8 GUTTER SYSTEM: PROVIDE 5"HALF ROUND GUTTERS ON RIVAL STRAP HANGER SYSTEM. _ PLATE HEIGHT PROVIDE 3"ROUND LEADERS. w, +9'-11/2"..-.. -.. -.. -.. ,` .. -..- ..-..-.. -..- .. - H/ EXTERIOR WALL FINISH SIDING: PAINT GRADE CLAPBOARD WITH 6"+EXPOSURE ON g"CDX PLYWOOD ON 15#FELT-(18" OVERLAP ON FELT PAPER) CORNERBOARD: 4 VARIED WIDTH PAINT GRADE FASCIA BOARD ON 1X BACKER WITH PAINT ----- - _ _- -- - -- GRADE COVE CAP WHERE CORNER _ GRADE — — — — — — — — — — BOARD MEETS FRIEZE. SEE DETAILS t 0_0" I I I I I I I t WATER TABLE: I i 5 X 8 PAINT GRADE FASCIA BOARD I I i ON 4 BACKER WITH PAINT GRADE F--L---------- -------------------- -------------------------------� E--L---------------------------------------------------------------� DRIP CAP. SEE DETAILS ------ ------------------- ----------------------------------� AG3 G4 SIMPSON7228 MARVIN ELEVATE I I SOUTH ELEVATION n EAST ELEVATION ENTRY DOOR ELDH3664 2W SCALE:1/4"=1'-0" 3'-0"x 7'-0" DOUBLE HUNG SCALE:1/4"=1'0" WINDOW 2'-112"x 5'-3 4" MARVIN ELEVATE ELAWN2927 3W FIXED AWNING WINDOW 7'-0"x 2'-3$" G6 MAX.RIDGE HEIGHT - .. -..-..- .. - .. - .. -.. +18'-0" - .. -..-.. -.. - .. - -- -- - - 12 12 12 12 - - - 8 8 _ PLATE HEIGHT_ _ _ _ _ _ _ _ _ _ PROPOSED RESIDENCE FOR THE FAMILY 11/2" 400 YOUNGS NGS ROAD ORIENT TOWN OF SOUTHOLD SUFFOLK COUNTY NEW YORK 00F] [1E SCTM:1000-18-02-19 DRAWING DATE 17 DECEMBER 2020 GRADE I ISSUE DATE I I I I I I I 1 ISSUED FOR PERMIT-16 FEBRUARY 2021 I I I I I 1 t 1 I I I I I I I ( F-1------------------------------- --------------------------------1-1 F--L--------------------------------------------- -------------------L_1 REVISION DATE G5 G1 G2 MARVIN ELEVATE � MAD IN ELEVATE F31 NORTH ELEVATION OVERHEAD OVERHEAD I `� I WEST ELEVATION DOUBLE HUNG SCALE:1/4"=1'-0" GARAGE DOOR GARAGE DOOR SCALE:1/4"=1'-0" WINDOW 2'-112"x 5'-3 4" DG - 1 * 2 DETACHED GARAGE ELEVATIONS DRAWING SCALE: 1/4"=1'-0" THE CONTENT OF THIS DRAWING IS THE EXCLUSIVE PROPERTY OF CHARLES ANGONA-ARCHITECT. ANY USE, REPRODUCTION, IN WHOLE OR IN PART MAY ONLY BE MADE WITH THE PRIOR WRITTEN CONSENT OF THE ARCHITECT