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HomeMy WebLinkAbout50631-Z " TOWN OF SOUTHOLD BUILDING DEPARTMENT r TOWN CLERK'S OFFICE ' SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50631 Date: 5/7/2024 Permission is hereby granted to: Marratime Capital V LLC 71 15th Ave Sea Cliff, NY 11579 To: construct single-family dwelling as applied for per Planning & SCHD approvals. At premises located at: 1955 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot# 56.-1-1.1 Pursuant to application dated 1/24/2024 and approved by the Building Inspector. To expire on 11/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,304.00 CO-NEW DWELLING $100.00 Total: $3,404.00 Building Inspector Of rOLa"' TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 4` Telephone (631) 765-1802 Fax (631) 765-9502 htt s:// vvww. oLitholdtomrnn .-ov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only �j� PERMIT NO. �6`C 3 Building Inspector'. r. ww o. 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: OWNER(S)OF PROPERTY: Name:Constantino Marra SCTM # 1000- Project Address: (015cc) Phone#:516-946-235 Email:d narra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 6039092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: /� L)I Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? IOYes ONO 1 PROPERTY INFORMATION Existing use of property: �� Intended use of property: S%rgkL 1:niKi��A CU. Zone or use district in which premises is situated:. Are there any covenants and restrictions with respect to o this property? XYes ❑No IF YES, PROVIDE A COPY. l heCk Box After Reading: The owner/coraractor°/design professional is responsible for all drainage and Storm water Issues as provided by Chapter 236 of the Town Cade.APPLICATION 1S HEREBY MADE to the Building Department for the issuance crf a Building Permlt 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 210AS of the New York State Penal Law. Application Submitted By(print name): P-1Z� I-�L'Ne f uthorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OFtaLo �'11,._) � being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the o T- (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 owledge and belief;and that the work will be performed in the manner set forth in the application file therewith. BARBARA H.T htDY Sworn before me this Notary Public,State Of New York No. OI TA6086001 S day ofc�J4�u-14��c.1 20 Commission Expires S 00a-7 Qualified In Suffolk Cote Notary Public PROPERTYI T°I (Where the applicant is not the owner) v tom!o I, residing at �� f'1''� �J �C `-^� � /Vv do hereby authorize + to apply on my behalf to the Tow i fS thold Building Department for approval as described herein. Owner's Signature Date Print Owner's am 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 BmAdway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 wvbw.dec.ny.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Laurel Avenue Southold Subdivision 2425 Laurel Avenue Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/22/2024, which is the date the Department received your complete eNO1. r The permit identification number for this site is: NYR11 M510. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). NE MC1RK Department of s ax ar Environmental �pmntaaxuwu7v Conservation +w, If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, y, - cll . David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY!4'Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 arww dec nygov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-1-1 Dear Applicant, I have received your request to obtain a definitive determination regarding a clearing time frame to protect the habitats of Northern long-eared bats for the development of the subdivision. Since the DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myods septentdonalis),a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take" of these endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535.The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid an Endangered Species "take," no tree cutting activities must be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species I Regulations please contact the Regional Wildlife Manager at(631) 444-0310. k Sincerely, Ma4Maclf(nnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File RD��a�t�tettt K V nvd�`on inti f Conservation NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION D�-ision`of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.r y.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Laurel Avenue Southold Subdivision 2425 Laurel Avenue Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/22/2024, which is the date the Department received your complete eNO1. The permit identification number for this site is: NYR11 M510. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part I I.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). I EW YOR DeV aarttnent of iiAu+,evnvironnn enai' Conservation If--ther UP'A permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits„ o�r the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, Q.j V David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 , 4� NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 nysif,C®m CERTIFICATE OF WORKERS' COMPENSATION INSURANCE ' " II� n n n n n 881819063 AMP BUILD LLC PO BOX 152 MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOWN OF SOUTHOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 119520152 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12579146-8 109020 10/11/2023 TO 1011112024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2579146-8, 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:/NVYM.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 AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. CONSTANTINO MARRA ' OWNER/LLC MEMBER 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 STT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 DATE(MM/DD/YYYY) AC01RH CERTIFICATE OF LIABILITY INSURANCE 1/8/2024 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(ies) 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 Arthur J. Gallagher Risk Management Services, LLC PHONE gj 516-622 2482 _F 516 745-0082 g g NAME Sheila Maher 1 Jericho Plaza /c,N ) E MAIL �9 .Suite 200 ADORESS Sheila INSURER SaAFFORD Jericho NY 11573 AFFORDING NAIC9 . ,... .. .....4 ---- L...icense#.B°�-724491 INSURER A:Southwest Marine&General Ins Co � 12294 .. INSURED MARRDEV-01 INSURER B: Marrcon Development/AMP Build 137 Glenwood Road INsu2El�c Glenwood Landing NY 11547 !.NsuRER D INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:815305563 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. ................_ ___ �._ . ........ __..... -- P-..._, ......... ........ ........_. .. IN R TYPE OF INSURANCE �tDDL�SUBR� POLICY EF'F POLICY�EXP I POLICY NUMBER MM/DD MM2RD0 2 ; LIMITS A X C.."'°° CLAIMS-MADE X y ABILITY GL2023RLH00503 12/4I2023 12/4/2024 EACH OCCURRENCE n e $1,000,000 OCCUR PREME r a COMMERCIAL GENERAL L � � �� 100 000 (Any one person) $5 000 MED EXP �. .. .. ......... ..........._.. ... PERSONAL&ADV INJURY $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE S 2,000,000 PRO.- PRODUCTS COMP/OP AGG $2 000,000 ----- POLICY 1 JEC'T° LOC ........,.�.�mm._-.._._..— --- -- ...... OTHER; $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT i$ ...,_.., � a eccld�.O...�........ 1. ANY AUTO person) 1$ I i t INJURY(Per BODILY INJ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS s HIRED NON-OWNED �� PROP EI2TYOAMAla^, AUTOS ONLY ....;AUTOS ONLY — ------ UMBRELLA OCCUR OCCURRENCE $ AGGREGATE ......., EACH '4 J EXCESS LIAB j CLAIMS MADE j i pE,p 'f, RETENTION$ PER O"IH r AND EMPLOYERS'LIABILITY YIN -N/A, f STATUTE ,,,ER I WORKERS COMPENSATION J l 1� $ ANYPROPRIETOR/PARTNER/EXECUTIVE E.L EACH ACCIDENT OFFICER/MEMBEREXCLUDED. SE-EA EMPLOYEE;$ IfNyestldcry b s under in NH) E L DISEASE -.-- i DESCRIPTION OF OPERATIONS below ! ! E.L.DISEASE-POLICY LIMIT s.$ j I I I j DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD NE workers CERTIFICATE OF INSURANCE COVERAGE s°rATrc Compensation 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 AMP BUILD LLC (516)946-2355 PO BOX 152 MATTITUCK,NY 11952-0152 1c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e„a Wrap-Up Policy) 681819063 ....._...... ............................. 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 3b.Policy Number of Entity Listed in Box"I a" 54375 ROUTE 25 SOUTHOLD,NY 11971 DBL 7986 41 -8 3c.Policy effective period 09/30/2023 to 09/30/2024 _-......._ ......... 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 1/8/2024 By WW�W� (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 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 413,4C 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, DB 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 513 of Part i 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-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 770035 Additional Instructions for Form 1313-120.1 By signing this form, the insurance carrier identified in box"T' on this form is certifying that it is insuring the business referenced in box"1 a" for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17) Reverse OFFICE LOCATION: zz MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) " , Southold, NY Telephone: 631 765-1938 www.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Martin Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Messina Conservation Subdivision 705, 751 & 2425 Laurel Avenue, Southold SCTM#1000-56-1-1, 55-6-35 & 36 Dear Mr. Finnegan: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, June 5, 2023: WHEREAS, this 80/60 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town; and WHEREAS, on September 12, 2022, the Planning Board granted Conditional Final Plat Approval on the application; and WHEREAS, on June 5, 2023, at their work session, the Planning Board reviewed the application and the Planning staff report dated June 5, 2023, and found that all conditions of the Conditional Final Plat Approval have been met; therefore be it P ' CC#: C23-15817 � M COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY Of SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/04/2023 under Liber D00013200 and Page 222 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/04/2023 SUFFOLK COUNTY CLERK VINCENT PULEO SEAL ETr abet of pages (A-ERK OF 1I F'JLK t:,C11Jh{TY E, [rl1f 1f1m;5;�t!41 This document Will be public record.Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax SubTotal TP-584 Spec./Assit. Notation or EA-52 17(County) SubTotal Spec./Add. TOT.MTG.TAX EA-5217(State) Dual Town Dual County R.P.T.S.A. (" Held forAppointment Comm.of Ed. S. 00 Transfer Tax Affidavit PP_ r Mansion Tax The property covered by this mortgage is Certi or will be Improved by a one or two 15. 00a5 a0 family dwelling only. NYS Surcharge .. __ -- Sub Total YES orNO Other If NO,see appropriate tax clause on Grand Total page q ofthis instrument. A14 5 Community Preservation Fund 5077767 ,m�00 4 Dist r»n r frrk oo Real Prop Consideration Amount$ Tax Servlr PDT Agency R DTY A CPF Tax Due $ Verificati 04 AIAY Improved Satisfactions/Cischarges Relemscs Last pro ertYOwners Mailing Address 6 R CORD RETURN O: Vacant Land FINNEGAN LAW,P.C. TD Martin D.Finnegan,Esq. PO Box 1452 TD 13250 Main Road Mattituck,NY 11952 TO Mail to:Judith A.Pascale,Suffolk County Clerk 7 Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountVny.gov/clerk nVe# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT made by. (SPECIFYTYPE OF INSTRUMENT) 2425 LAUREL AVENUE LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD' TOWN OF SOUTHOLD PLANNING BOARD In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over MCLAgAUQIJ O VE AIQTg AED RESTRICT' O DECLARATION made this e day of MgM. ,20M,by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO Box 181,Westhampton NY 11977,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of a portion of certain real property situate at 2425 Laurel Avenue,Town of Southold,County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 055.00,Block 06.00, Lot 036.000,and 705 Laurel Avenue,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 056.00, Block 01.00,Lot 001.000,consisting of eight residential building lots,and more particularly bounded and described in Schedule"A" annexed hereto(hereinafter referred to as the Property); and WHEREAS,the Property is a portion of a larger aggregate of parcels for which the Declarant made an application to the Planning Board of the Town of Southold to subdivide into eight residential building lots and one open space parcel as shown on the Subdivision Map entitled"Final Plat Messina 80/60 Clustered Conservation Subdivision" prepared by Nathan Taft Corwin III,dated September 2021 and last revised on January 25,2023,to be filed with the Suffolk County Cleric,and hereinafter referred to as the "Subdivision Map"; and WHEREAS, for and in consideration of the granting of said subdivision application shown on the Subdivision Map,and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS,the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and development of the subject property,and to further the goals of the Town's Comprehensive Plan;and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 601o;and WHEREAS, as a condition of approval of this conservation subdivision,and in accordance with the Town's goals of land preservation,the Southold Town Planning Board has found that 80%of buildable lands for the aforementioned property equals 31.3 acres,and has required at least that amount of land be preserved in its natural state; and d. No clearing or grading is permitted outside the limits of clearing stated above in item c. e. Existing native vegetation including groundcover,shrubs and trees,shall be preserved in all areas outside the limits of permissible clearing,with the exception of deadfall and invasive plants.The deadfall and invasive plants proposed to be removed must be identified in the field for inspection by Planning Department staff prior to removal.Removal must be done selectively,preserving native plants to the extent practicable. f. Prior to building permits being issued,the clearing limits,and amount of land to be cleared shall be shown on the survey submitted in the building permit application. g. Prior to any clearing or grading,the clearing limits and buffers shall be clearly staked on site and inspected by Planning Department staff for compliance with these covenants and the Subdivision Map. h. After clearing and prior to beginning construction,the cleared area must be inspected by a Town official(either Building,Planning or Engineering Department)to confirm the cleared area conforms to the approved clearing restrictions. i. At any time,in perpetuity,in the event that a lot is cleared beyond the aforementioned permissible limit,the areas must re-vegetated by the lot owner according to a revegetation plan reviewed and approved in writing by the Planning Board.Any work being conducted on the site at the time the over- clearing is discovered, including interior construction,will be stopped until the site is revegetated according the revegetation plan. If the season does not permit replanting immediately,work may continue after a performance guarantee is provided in the amount it would cost to fully implement the approved revegetation plan. 3. Boundary Fence Prior to building permits being issued,a split-rail or similar fence to mark the edge of the Town's open space parcel is required to be installed as shown on the Subdivision Map.After installation,the fence will be maintained by Southold Town. 4. Installation of Boundary Markers Prior to building permits being issued,concrete monuments must be installed at all lot corners as shown on the Subdivision Map, and inspected by Planning staff. 5. Storm-water Runoff Management a. All stormwater run-off resulting from the development of the residential lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. b. Storm-water shall be controlled pursuant to a Stormwater Pollution Prevention Plan(SWPPP)that meets all of the requirements of Part III of the New York State Department of Environmental Conservation State Pollutant Discharge Elimination System(SPDES)General Permit for Stormwater Discharges from Construction Activity.The New York Department of Environmental Conservation will have direct oversight of the SPDES permit and the SWPPP for construction on the residential lots shown on the Subdivision Map. 3 If any section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction,be adjudged illegal, unlawful,invalid or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the violator,whether it is Declarant,its successors or assigns,or persons or entities claiming under them shall pay either directly or by reimbursement to the Town all reasonable attorney's fees,court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF,the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 2425 LAUREL AVENUE LLC By:Daniel Messina,Sole Member STATE OF SO* ( Mt'%'tti ) COUNTY OF(AW1 ) SS: On this al day of /AWG4 , in the year 20 ,before me personally appeared DANIEL MESSINA,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual, or the person upon behalf of which the individual acted, executed the instrument,and that such individual made such appearance before the undersigned in the State of County of Athn �r►rwr ■,,, Not Public al 7AA CD COOPER KINLOCH NO Public 5tte dF Srur�a CarrrF9xe 5 (2) South 14 degrees 35 minutes 10 seconds East,432.00 feet to the point or place of BEGINNING; RUNNING the following three(3)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 35 minutes 10 seconds East, 179.11 feet to a point; (2) South 13 degrees 07 minutes 30 seconds East,312.17 feet to a point; (3) South 12 degrees 45 minutes 40 seconds East, 534.01 feet to a point; RUNNING thence the following five(5)courses and distances through land now or formerly of 2425 Laurel Avenue LLC and along the southerly line of a certain high tension electric transmission line easement: (1) South 76 degrees 52 minutes 30 seconds West,20�0.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 nvinutes 30 seconds West,308.98 feet to a point;. (4) North 14 degrees 35 minutes 10,seconds West,247.62 feet to a point; (5) South 85 degrees 01 minutes 39 seconds East,212..25 to the point or place of BEGINNING. Generated by REScheck-Web Software Compliance Certificate Project 1955 Laurel Ave (Lot 3) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area. 3,316 ft2 Glazing Area 14% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 22.3%Better Than Cade Maximum UA: 569 Your UA: 499 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. E vel e a M lI Gross Area Cavity Cont. Prop. Req. Prop. Req Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,316 49.0 0.0 0.026 0.026 86 ' 861 Wall-East(front): Wood Frame, 16" D.C. 912 25.0 0.0 0.053 0.060 37 42 Windows-east: Wood Frame 210 0.320 0.320 67 67 SHGC: 0.40 Wall-South (left): Wood Frame, 16" D.C. 800 25.0 0.0 0.053 0.060 38 44 Windows-south:Wood Frame 75 0.320 0.320 24 24 SHGC: 0.40 Wall-West(rear): Wood Frame, 16" o.c. 898 25.0 0.0 0.053 0.060 38 44 Windows-west: Wood Frame 172 0.320 0.320 55 55 SHGC: 0.40 Walls-North (right): Wood Frame, 16" o.c. 808 25.0 0.0 0.053 0.060 42 48 Windows-north: Wood Frame 11 0.320 0.320 3 3 SHGC: 0.40 Floor:All-Wood Joist/Truss 3,316 30.0 0.0 0.033 0.047 109 156 Project Title: 1955 Laurel Ave (Lot 3) Report date: 01/18/24 Data filename: Page 1 of 2 Compliance Statement. The proposed building design described here is c t with the building plans,specifications, and other calculations submitted with the permit application.The proposed bueld" sighed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatra din the REScheck Inspection Checklist. Matthew Wynne, HERS Rater '� 18-JAN-2024 Name-Title Sig Date Project Title: 1955 Laurel Ave (Lot 3) Report date: 01/18/24 Data filename: Page 2 of 2 .. . or=c ec Ro coveRd"-i�E .c "s;t4^.: ., a✓I FK'JFOs=c.+,SPH AL,DRVE i cG rRAG _Go 5F, ,„"I 4'NA'ik,";Jy °aEG REcz 4Ec DRYhELLga a. - AATCR SERV GE L NE L GERGIll U LITY L N -EPT G � .r TOTAL MF-RVR^F OVCRA>NC , „,. GGE Or,_NTS LEA H X�FIELD=.SEWER GOMFO\ENTS AND THE mm GCMP d p [to Aw 0 Y "4'Uh. /. IIYf "rr17' eyry^p�: ": _-_5 F -" 4 �Sh.P Gn „. b$"'';Ww 'ydFv+ ,• a. 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B,� L be made s be res bub,l SGTM-ICOG 56 O 224 q 1 rvCCc mt A L D - SLTM aICGG 56 0-225 I I 1I A.Aar 1 1 G >.k a F¢OP.20 m POL LOK GIST,.BOX N 1 W .teaw b 1e yI,t9rom'.d [ne ,.. m.,...,"a - "„"�-NLD ST NGT/Fill IAANOWiS {d /(// Pry R f A tx Bxa ad x b,a lha Anr s watarL SeePC NOE 511.IA,HC/60IGL�U5TRED GO\SER,/A-ION .fix✓ p L P,RESPECTIVELY li q ,. i TGNER Z PRO�^^^^^^m -------,,,,Y•� mm^.-- • t wzDIV1eION 3 'aI WI PROJECT: x[' B Tan hat.-aaa>tmPaere9reprar E6GI__B w LAUREL AVENUE oepstmcnt ara mv.[be ce-t lea ey a Lcemed :=1LED 'J_Y Go 1023 " = I / LOT 3-SEPTIC aar.Ata msmrm.o-a ran.ae wa>aro "'.. IN tl I 51T 2E' corarctctanl m.[de mare /A OhrS shb ..... ' �V y. \ B rncrcvcrprocl'Fvicercrc- w I,v,wovndwo[er nsta Y P � P GNvs ,,,�„� TEST HOLE DATA THNGLE DATA nAFA� D % ,�(J, ............._..,r ..� ..�"' .: Ie rcgw+'wW r g w++w mr snr a":mw a 514°-590'E d _. .... .._�.�-..w�,.' c 3c v _ DATA NA eo ao c Ifi-r>rc Lw, 150,00' . r4 m« get ardM *+Amrww: +-cn�+zB ,Fw,�c.�. ,a,. "".'T.*:v ,y 1955LAURELAVENUE nr Y y a t h me k V.G 'wrwnc na uwA SOUTH OLD N Y 9 arlvvetlYa+^�^a mdrA IecFC'L^Lk,a.wv.a Y k tPghXiN w+r*ihr tic ppa,Rd v,. ATsc navE eER "' a"rcu,.u,L"m b ���� the cLE r. .E,7 .ALE:B TEST roLE A ,,.. ."...... ........_ ............... ,,,,, ..._..— „ ...__ -� rr..G I!�" :�. .. I.�...,E: 'e � ,... m _,�--_......,- Exl<TWG WATER MA.N�-.,_. _.._._._...:.. _..._�.......__.._...: ?,IRFC EENEAT NN T TRAFFIC 5EAE tNLChh DRAWING TITLE: S:Ab,n Ah"r'4[NC ALL Bm p a e ENI"DG NOTES bo. &. as:eerol 5 M t 'p'.mtl o[e I ,.- ., P bri ___ aPy g g [ _O= --------------- -------------------------------------- _0 ,...,,........._..... .....,....,,-�."....,._..�,.-�_„_.�,,.,.. _Af`ITARY STRIYNRES/3UILDIN6 e p N dtwbnc,rp[y still +D.. �L O 0 TOP <axe rn mp al I a[asu>.a at be as 'ae a ° SOIL L A L) E �, A - N U E eoNNEe-IGN. SITE INFORMATION, SANITARY OLE SUFFCLKgGCLNTY HEALTH DEPA�TMEI T APPROVAL mm sN LOAM 3E OL MN65EPARArnTUOt. RON SITE PLAN ee:a.m n rg Ina am an[dr a<narr E^ Ih-CUD G f ..�. \ICE NO.: - _ 0 oL DI 1RIWT ON BOX ON L M (DRIVEWAYS w A NTAII.A wm- ,.. ,..,e..m.aaa ....,.,,-..... H.�..P.,rE�E ...._... ,.....- _. ... ,,, ... PAGE: ._..,........---..... ........... _,,.���m�m�mm.__.�._..,,.e..._ ..,.�..� .... ..... __�. ,... -...,,,, m---- 5 SP-101.00 d.dkA>a I Q �S F °;, q A a-_ _ �... F �Anc e ,r✓,,.�M `.";. S)PREY All THE INFO—_ NF ITS SITE PLAhL SE O THE /24 1 OF Z SUFFOL{C COUNTY DEPARTMENT OF HEALTH SERVICES a ��L 5AND1 vein'`( �w ARLHITELTO BESTCA710N.LEDGEe a onrE o1/0.. PERMIT FOR APPROVAL F CONSTRUCTION FORA �LLW wan GRAVEL +�. ,PRCP INIFC­A ON H45 OBTAINED FRC� BY: NCVEMB R 6.2023 AND •^^^.,. SINGLE FAMILY FESIDENGE ONLY E ci,N, t 5 t E I iI Rt. F,I ~ r .. sP m P E O Pd.AY. * N +' YOUNG ASSOGIA�S Sol,rM LF 0 PI[ I A C.i.Ya iS'ft JK'.'I ro"""n -0 OSTRANDERI AVENUE M A 024 R-23-1835 RI BR EAD,Nr I9G ¢ ` S. Pn�EF. o O 0t" IA/OWTS APPROVED 2312 R aED F.�irNA AFpF�uAp.., ..—. FOR MAXIMUM OF 6 BEDROOMS �O_ 5 ce�a ,aN O � 0P W Yr .: SITE PLAN M,... EXPIRES THREE YEARS FRC�MDATE OF APPROVAL _ -MAN, ALA.,. SCALE. «ml PO GRAPH C OPEN 5PAGE PARCEL w uj PROPOSED SPLIT RAIL FENCE TO EL.=25.54' BE MAINTAINED BY 5OUTHOLD TOWN co N140 55 IO W 215.�5 Lo r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . / ' P, C o - r r r r r r r r r _ r - r r r REEK pR i�'�' r,, p ?. vm A L r .. . . . . . �OrjG� /� , �50.� (�� Z r . r r . . r . r r r r r . r ! of ��NIiEL°�� !" �� 0 ` I w _ Lo - - - - - - - - - - - - - - - - - - - 4 a rQ N-P�� -0O ,00 PROJECT LOCATION & SCOPE E: oN o o, - - - 50% AREA-OF LOT TO-REMAIN `A5. . r . SITE PLAN & ZONING DATA .� o m :�, o - r - - PER GO\/ENANT- $ 4RE5TRIOTION5. - . - / i r 9� N p ca -DATED 5TH OF MARGH_2O25 . . - - E�°�jRp � \ Q � L 26 . - o r _ _ . �.,.� PEE GENERAL NOTES . . - PROPOSED �ROP� `9 PROP. . . . . . . . r r . . . . . ` . ENERGY TABLE 1.5. POOL 15 NOT PART I POOL POOL . . . . . . . . . . . - . . . . - nn ,, _ 5 N5 �D•W•� _ ry � STRUCTURAL DESIGN CHARTS W OF THIS FILI _ . <E r r / \ry �_00�.00 HOLDOWN, ANCHOR BOLT, P ` r - - - - ` - ry STRAPPING & NAILING DETAILS r - ` r - - - FASTENING SCHEDULE _ 60' REAR YARD 5ET5AGK _ . . . . p C�-QQ�-,QQ FRAMING GRAPHICS BEAM CONNECTION PATTERNS M .�� PROP . . . . . . - - - FIREBLOCKING DETAILS . 0 A- 101 .00 pp������ PROPOSED FOUNDATION PLAN U t SEE DETAIL - - . - - - - - - - - - �•Z' ao�N\ <� i '1/A-402 r . - - / - - - - Joey - 9A FZ0 w PROP. Q 'BURIED. . . _ p✓ - - - } PROP,4NE - /U� LOCATION MAP A- 1 O2 ,00 PROPOSED FIRST FLOOR PLAN \` � I n1 W 1� _`-,_ �I _/ SCALE: NTS W O J I . - _ 28.8'- PROPOSED 1 ,-STORY WD. I �U) _ U I - �n Lu r - r _ FRAME DWELLING w/ BASEMENT I R��1 �T E , /11 O � .00 PROPOSED EXTERIOR ELEVATIONS 13 IL 4 5 ARASE ON SLAB / �J ---------� (4 BEDROOMS) - 3 - F.F. EL.=26.0' - - �l; - r / FROPOSE17 51 NO LE EAM I L`I' RES I I7)ENGE GARAGE SLAB EL.=24.Q' �'-`� /� PROFOSEID I A ON75 A-202 ,00 PROPOSED EXTERIOR ELEVATIONS PROF.I 4' HIGH POOL FENCE r r D.W. I /® r lu R,,0%_1E 7 L;)A7A I _ r r . . . -�,j0 I .0O BUILDING SECTIONS r PROP. STONE 6 - -/- - - - - / + - I I WALKWAY ® GRADE PROJECT / ZONING DATA -�jO2 ,0O TAX MAP # 1000-56-0I-0I.I BUILDING SECTIONS + - O I I PROPOSED r - - / \I O PROP. IA OWTS ASPHALT `/ ` ` ZONING DISTRICT R-50 NON-CONFORMING Iw LOT AREA 0.5 ACRES lu 0- - - __ - - - - - --y. - - - � 50' FRONT YARD r _ _ m �- SUFFOLK COUNTY HD APPR01/AL R-23-1835 3 BEDROOM -�Q I ,®® DESIGN DETAILS (' Ir IN 5E75ACK Ll _ _ � � � PROPOSED PROPOSED aQ HABITABLE GRO55 lu r . SPACE AREA I I tui A-402 .00 DESIGN DETAILS f - - - - - to I . r - - - - / FIRST FLOOR AREA 3,210.0 S.F. 3,763 S.F. z I� 10 0 w �' r ` AREA TOTALS 5,210.05 5, 05 S.F. Lu O cj- 1 O .00 PROPOSED STRUCTURAL PLANS I I SOUTHOLD TOWN CODE 250-201 (A)(1) I I Z LOT 51ZE / AREA IN ALLOABLE TOTAL _ . _ . - - - - - . . . r . . - - i i - - - - - - - / TOWER EXCESS OF 50,000 36,"5.0 S.F. 6,5�(5.0 S.F. WGFA GFA a I I r (d) LOTS CONTAINING UP TO 5,100 S.F. G- I O 2 .Q Q o !n I I r . . _ 51�.23 40,000 S.F. MAX. _J PROPOSED STRUCTURAL PLANS I . r . r _ r � � _ . . . / ALLOW?,BLE S.F. / PLUS 7.5% OF EXCESS LOT AREA 4,550.0 S.F. 4g4.6 S.F. 4,544.6 S.F. 3,763 PROJECT: . . . . . . . I I . . . OVER 50,o00 ` I I r _ _ _ ._ 150.00� - LAUREL AVENUE EL.=24. EL.=25.Q5 , b b LOT OO\�ERAOE 5- 05 .00 PROPOSED STRUCTURAL PLANS LOT 3 38' SOUTHOLD TOWN GORE 250-14 DE50RI-7I0N (FOOTPRINT) AREA 90 LOT COVERAGE E;XI5TIN5 WATER MAIN TOTAL LOT AREA 36,5g5.0 S.F. � .00 DWV/ WATER SUPPLY RISER 1955 LAUREL AVENUE ---------------- 7INO .N ------IN ---------------------------------------------------------- L A U L AVENUE PROPOSED DWELLING 4,266.0 S.F. 11.7% GAS RISER SOUTHOLD, N.Y. 971 �j PROPOSED INGROUND POOL 500.0 S.F. 2.2% DRAWING TITLE: TOTAL AREA OF ALL STRUCTURES 5066.0 S.F. 13.&% PROJECT LOCATION & SCOPE MAXIMUM LOT COVERAGE ALLOWED: 20%' SITE PLAN & ZONING DATA cJ' I TE PLAN ZONIN5 REGULATIONS MAIN BUILDING SCALE: I" = IS'-0" 50UTHOLM TOWN CODE 280-14 4 TOWN BOARD REGULATIONS PAGE: PROPOSED COMPLIES 00 OO CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING ■ RESTRICTIONS; DECLARATION MADE 5TH DAY OF MAY 2025 AND A5 LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. MIN. FRONT YARD 50.0' '11.0' YES APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT, THE TIME OF -1. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT 15 CLEARED YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED PERMISSIBLE LIMIT, THE AREAS MUST I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A MIN. SIDE YARD 20,0 28.8 YES SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE MIN. COMBINED DATE: 01/19/24 1 OF 16 EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE SIDE YARDS 40.0 52.4 YES CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING IS PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING 15 DISCOVERED, INCLUDING INTERIOR DRAINAGE SYSTEM INSTALLATION NOTES: DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE 51TE 15 RE-VEGETATED MIN. REAR YARD 60.0' 66.0' YES 0 A MINIMUM OF 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 4 THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS SHOWN IN CLEARING CHART (509o' LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT 11 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC LISTED BY THE NEW YORK STATE DEC, AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDCOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A MAXIMUM HEIGHT 55.0' 25.1' YES COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE CONCERN. TH15 PROTOCOL LIMITS THE TIME OF YEAR CLEARING IS AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE IS PROVIDED IN THE AMOUNT IT WOULD SITE LAYOUT NOTES: EDGE OF ALL FOUNDATION WALLS ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. A MINIMUM OF 5' 5EPARATION 15 REQUIRED BETWEEN DRYWELLS 4 ° ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED I. THI5 15 AN ARCHITECT'S SITE PLAN $ IS PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION SUBJECT TO VERIFICATION BY A LICENSED CONCRETE SLABS AND PROPERTY LINES e.- • CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL I.I. ANY CLEARING AT THE SITE S(SHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL LOT CLEARING - 503o MAX. AS PER SOUTHOLD TOWN SURVEYOR. THE INFORMATION NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE BOARD PLANNING APPROVAL REPRESENTED ON THIS SITE PLAN 15 TO THE ARCHITECT'S BEST OF KNOWLEDGE. WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND LOT SIZE 36 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY 5a5.0 S.F. 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: RE [ 7 PROVIDE CORRESPONDENCE FROM THE NEW PORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE W SURVEY DATED NOVEMBER 6, 2023 AND PROPOSED ROOF COVERAGE = 5012 S.F.ITH THESE PROPOSED ASPHALT DRIVEWAY COVERAGE = 2 200 S.F. ' 4` DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) COVENANTS AND THE SUBDIVISION MAP. 503b OF LOT REQUIRED TO REMAIN 15,211.5 S.F. PREPARED BY: f a-b TOTAL IMPERVIOUS COVERAGE _ 1,2-12 S.F. REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION THE i' " , CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER YOUNO AREA OF PROPOSED CLEARING 18,25�i.0 S.F. 400 O A550CIATESER AVENUE 'i2-12 S.F. X 2 RAINFALL EVENT = 1212 G.F. STORAGE REO.D THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE RIVERHEAD, N.Y. II901 (1) &'(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH TOTAL AREA OF LOT TO REMAIN 18,336.0 S.F. (5) 8'(P x 10' DEEP D.W. PROPOSED = 1266.6 G.F. STORAGE PROVIDED NOTES $ SI E(i f I GATI ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AN:;) MASONRY A 3 3RE Y I A7I O NS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THI5 CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 d BETTER (Fb = 515) UNLE55 THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT To6ETHER AT ALL TIME5. IT 15 AL50 THE CONTRAOTOW5 RESPONSIBILITY TO READ ALL NOTE5, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION 5PECIFICATIONS,AND BE FAMILIARIZED WITH THE PLAN5 PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRAGTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF I?. 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE 11 BASE FLOOD ELEVATION INT. INTERIOR Q 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL BLDG. - 1 BUILDING K KIPS (1000 LBS) n I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT LLl APPLICABLE BUILDING DEPARTMENT. PROVIDE SILL 5EAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"x6" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERICAN WOOD 3. SOIL TO HAVE MIN. BEARN6 CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. 5PEG.'s MANUFACTURER'S SPECIFICATIONS IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, A5 J co 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTIN05 TO REST A Mlh. OF 4'-O" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM M 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED .t ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING Q ._ N 5TRUCTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, SOT. BOTTOM MECH. MEGHANIGAL � PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. = O 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL r- 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM r- O AND AUTHORITIES HAVING JURISDICTION,. � -_ 'p RULES SPECIFIED IN 1.1 THROUGH 1.6. UNTIL I TIER OF FRAMING 15 IN PLACE. G.J. CEILING JO15T NAVD88 NORTH AMERIGAN VERTICAL DATUM OF IQ88 �+-+ b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, }' 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTIN05 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWIN65. p C N Z 0 OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW YORK CITY BUILDING CODE .� 1 INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED -I. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED •r) V ._ 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS CONT. CONTINUOUS O.G. ON CENTER � x CV SHALL BE CLARIFIED WITH THE ARGHITE:CT/ENGINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. 6. MIN. HEADER TO BE (2) 2 xl0 UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE p .--, WITH THE WORK. 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR 9. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-005. DBL. DOUBLE OGG. OGCUPANGY 0 O m -Z (D q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE � O -, � 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-Qcf. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 25 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION C CVO C6 UNLE55 APPROVED BY THE ARCHITECT/ENGINEER. DAYS OF 4,000 P.5.1.,U.O.N. Q 0 a O 10. ALL EXTERIOR 5HEATHING SHALL BE NAILED A5 PER FASTENING 50HEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE �. CONTRACTOR TO VERIFY DIMENSION°i OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROV151ONS OF ANSI/ALTO A 190.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO RE5T ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: A55EMBLIE5 U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. EACH PLYWD. PLYWOOD 4. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 ELEV � ELEVATION �P,T. PRE55URE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 3/4" THICKNESS AND OF GDX GRADE. 5TANDARD SPECIFICATION FOR ESTABLI5HING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RE-515TANT TIES - 10.CERTIFICATES, ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PACE 6-003 AND GLUED, U.O.N. 5TRUGTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED GERTIFIGATES, GERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH TTVEK' HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S GORE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER 11. THESE SET OF DRANINC79 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE RE:PRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (I) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. / ` UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. v 12. THE ARCHITECT 15 NOT RETAINED FCR SUPERVISION OF THE WORK AND 15 A5TM P5456 5TANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE lb. NO CONCRETE OR MA50NRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO STL. STEEL EXCEED 8-O AND AT EVERY 8 O". GOVERNING BUILDING CODE,AND ANY ADDITIONAL REQUIREMENTS AS OF 40 F AND FALLING, UNLE55 APPROVED BY ARGHITEOVENOINEER, NO 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT "'I� W 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 1'1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR STALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN 5TANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND I FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLA55 CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 ME51ON DRAWINGS, WHERE EVER APPLICABLE. r 1 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPIN6 APPRE55ED ON PA6E5 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK `.J LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES la. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A L AND ORDINANCES. I8. AT "WET WALL" PARALLEL TO J015E5 FRAME DOUBLE JOIST AS PER GORE. I.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6" ON EACH 51PE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE J015T THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 037 SPECIFICATION FOR 6YP5UM LATH, OR A5TM C701 CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD !^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE "EAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. v COMPLETION OF PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. IF TYPICAL n 1 AS PER PACE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" LL VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW 6RADE. FRPR, FIREPROOF 11 U.O.N. UNLE55 OTHERWISE NOTED Q AR ,HITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER lb STRUCTURAL PANELS: METAL BY REPEATED BRU5HIN6,DIPPING, OR SOAKING UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) SITE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.8.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL ;?m7 IS ATTRIBUTABLE TO BODILY INJURY, SI,�KNE55, D15EA5R OR DEATH OR TO I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR H•D. HOLD DOWN w/ WITH INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT IS SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE MANUFACTURER SUCH A5: HANGERS, NAILS, 5GREW5, FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE LE55 OR USE RESULTING THEREFROM). (B) IS CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, HDR - 1 HEADER WD. WOOD WHOLE OR IN PART BY ANY NEOLICENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITEGT/ENGINEER PRIOR TO PROCEEDING. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARDR 2 (P52) PERFORMANCE STANDARD FOP, EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. GEORGIA PACIFIC 2.OE G-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLAGINC A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. A LI SURE THEY ARE IN ACCORD ACT WITH THE DEVIATIONS 65, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I � I S U L A 7 I O N � F E�, I F S TRA� O� I RE O U I RE�E�\II TS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I� I� I� I `� AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, AUTHORIZATION OF THE ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S lb.5. PARTICLE BOARD: PARTICLE BOARD USED IN 5TRUGTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMEN75 AS SET FORTH IN THE MANUFACTURER'S CODE 6LA55 WINDOWS AND DOORS PROPOSED DES I C N GODS PRESGR I PTI YE VALUE NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMEN51ON5 AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 1. ALL CLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. COMPONENT COMPLIES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE G I TATI ON (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-51XTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 20. CONTRACTOR TO REMOVE d RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH, WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLUL0510 CLEARANCES ARE PROVIDED. WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR A5TM C205 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. MAX. U-VALUE = 0.52 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 3. ALL SLIDING NILA55 DOORS,SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED U-VALUE = 0.25 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLA55, FENESTRATION U-VALUE AIR LEAKAGE = 030 GFM/SF MAX. AIR LEAKAGE = 0.30 GFM/SF YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. lb.5. STRUCTURAL PANEL 51DIN6 STRUCTURAL PANEL 51DIN6 . USED IN UNLE55 OTHERWISE NOTED. PER R402.4.3 d TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOCKING A5 PER NE'W YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (1`15- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. R-25 FOAM SPRAY INSULATION W/ MIN. R-VALUE = 4a 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GORE EVALUATION CEILING R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 YE5 UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CL05ER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE COPYRI6HT PROTECTION ACT OF 1911 NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. 0 (AWGPA), WHICH HAS SEVERE PENALTIES. ENERGY CONSERVATION CONSTRUCTION CODE. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND GONNRGTORS SHALL EXTERIOR (2"x6") WOOD R-14 SPRAY FOAM INSULATION MIN. R-VALUE = 20 (CAVITY) 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. YE5 GENERAL HIND PROTECTION CONNECTION[ NOTES: CONTRACTORS ATTENTION I5 DIRECTED TO THE APPLICABLE DETAILS, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR FRAME WALL R-VALUE (R='1/INCH) W/ R-I I BAIT INSULATION PER TABLE R402.1.2 - CLIMATE ZONE 4 ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 d 6-004. THE FASTENING 5GHED 2.2.1. BOLTS, BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND ULE ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE.CONSTRUCTION;5STIP 10-1141 AND 2015 SEC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDEMIN R-VALUE = I�ALL CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING FLOOR R-VALUE R-50 BATT INSULATION w N I. A CONTINUOUS LOAD PATH BETWEENSCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. PER TABLE R402.1.2 - CLIMATE ZONE 4 YES FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG 5GREW5 OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 0 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL 5Y5TEM (INSTALL A5 PER APPLICABLE DETAILS d MANU. SPEC.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). b. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 COMPLIANCE STATEMENT: v HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN 2. APPROVED CONNECTORS,STANDARD ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUS5 METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDING GODS, SECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN q. ALL WINDOWS TO BE ANSE:R5EN. IF CONTRACTOR 15 TO SUBSTITUTE WITH COMPLIANCE WITH THE 2020 NYS ENERGY GON5ERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL WALL w/STEEL SHIMS d A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, Iw_' EXIST. WALLS d 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EGRESS 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL P05TIN6 ® G.M,U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, STRUCTURAL QUALITY, REQUIREMENTS. o 5HEATHIN6 AND 51DIN6, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.N). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R50 1.7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE 6OVERNIN6 BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENCL05URE5 AND WITHIN STAIRWAYS SHALL BE CLIMATIC $ OEOORAPHIC DE51ON GRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TEMPERED 6LA55. ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG 6 EXTERIOR GLAZING SHALL BE PROTECTED FROM REQUIREMENTS DEBRIS. GROUND SNOW LOAD 25 LB5 RAFTERS EXCEPT WHERE COLLAR TIES OF I"x6" OR 2"x4" LUMBER 15 w/ b" RISE d w/(2) s/4"O BOLTS THROUGH CENTER LINE OF VERTICAL LEGS 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F I66'i STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENT5 OF THE LARGE ALLOWABLE RAFTERS IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6"RISE 4 U.O.N. - ADDITIONAL INFO. I5 FOUND LINE PAGE VERTICAL C SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF A57M EML16 AND ASTM E1556 AS MODIFIED BY 2020 NY5 BG 57RU07URAL MEMBER BASIC WIND SPEED 130 MPH LA U R E L AV E N U E RAFTERS. SECTION 301.2.1.2.1. 6ARAGR DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION LOT 3 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR SHALL MEET THE REQUIREMENTS OF THE 60VERNING BUILDING CODE AN5VDA5MA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATE60RY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I80 MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SEISMIC DESIGN CATEGORY B c A THIGKNE55 OF NOT LE55 THAN J" AND A SPAN OF NOT MORE THAN 5' SHALL I6 WITHIN 4 OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.7. SCREWS: SCREW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 BE PERMITTED AS 6LAZIN6 PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS d PARTITIONS H/I80 I. ALL SLOPED ROOFING SHINGLES SHILL BE GAF-GLA55-A ASPHALT ROOFING WOOD5GREW5 (INCH SERIES). ATTACHED TO THE FRAMINGSURROUNDINC THE OPENING. PANELS SHALL BE WEATHERING SERE 1955 LAUREL AVENUE 8. SILL PLATE TO FOUNDATION ANGHOfZAGR;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS d PLASTERED CEILINGS 1-360 OF J" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE PER THE ANC RGE HOA METHOD SELECTED IN ACCORDANCE WITH TABLE FROST LINE DEPTH 3-O SOUTHOLD, N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES 01= EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE R301.2.I.2. ATTACHMENT HARDWARE SHALL BE PERMANENT BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 'I" IN CONCRETE/MA5ONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE UILDINSISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOL75 SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. d 24" FROM ALL VALLEYS, AND ROOF FLA5HIN6 CONDITIONS. ON THE BUILDING. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS 5PEGIFIED AS 'SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. FLUMBING GENERAL NOTES CONSTRUCTION.ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY SIMPSON MANUFACTURER. SYSTEMS TO NYS PLUMBING GODS AND NYS DEG REGULATIONS. TO 2017 NATIONAL ELECTRIC, GORE, NFPA 70 AND 2020 NEW YORK STATE SPECIFICATIONS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. COMPLETION OF WORK. 6. CORROSION RESISTANT II CAGE ROOFING NAILS AND I6 6AOE 5TAPLE5 ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY 51MPSON 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 7 PERMITTED2: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 57RUG7URAL DESIGN LOADS PAGE: - GENERALLY, VERIFY OR PROVIDE HARD WIRED 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FOOT, SMOKE DETECTORS w/ BATTERY' BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. 6ENERAL TRAP AND WASTE 51ZE5 AS FOLLOWS, UNLESS OTHERWISE NOTED: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - DISH WASHER.........................................211 USE [LIVE LOAD DEAD LOAD -®® A. EACH SLEEPING ROOM 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - KITCHEN SINK........................................2" ■ THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. 6. ALL FA5TENINC CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY EXTERIOR BALCONIES 40 psf I5 psf B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED -- LAVAT ORY...............................................2" AREA IN THE IMMEDIATE VICINITY' OF /TUB THE BEDROOMS (GENERALLY THE HALLWAY) "I. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET........................................................3" ARCHITECT - LAUNDRY .................................................2" PECKS 40 psf 15 psf C. EVERY LEVEL OF DWELLING - FLOOR DRAIN..........................................51, DATE: 01/19/24 2 OF 16 (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) GYPSUM WALL BOARD 8. ALL CONNECTORS 5PEGIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf T5 PER PLAN I. GYPSUM WILL BOARD SYSTEMS SHILL BE OF A TAPE JOINT AND JOINT RINGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH T TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. THROUGH ROOF. GORES AND REFERENCE STANDARD: BEAM HANGER ONLY ALONG WITH 5PECIFICATION5 LISTED ABOVE. 1. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 4211) 10 psf 15 psf MECHANICAL. FUEL GAS: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 7. PROVIDE FROST-PROOF HOSE 5I55 WITH EASILY ACCESSIBLE DRAIN d STATE BUILDIN6 CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DRAIN GOOKS AS REQ'D. H05E 5I55 SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. MEGHAN NY5 MECHANICAL CODE AND FUEL 6A5 CODE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. ROOMS OTHER THAN SLEEPING ROOMS 40 sf 15 sf ,,%7�'„�+1n 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 2• REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF p p ��e'• .n_„�- s ,�s^, 2. ALL MECHANICAL SYSTEMS, APPLIANSE5, d EQUIPMENT SHALL BE LISTED, CI �., a LABELED, d INSTALLED IN AGGORDANGIE w/ MANUFACTURER'S SPEC.'S d COME. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULTERS WITH FOIL FACED WITH BACK FLOW PROTECTION. WOOD FRAMING, AND GONNEGTION TO FOUNDATION - 2018 WOOD FRAME .N 'O.• _ ,, ,X .,) FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST d PAPER ASSOCIATION SLEEPING ROOMS 50 sf 15 psf ft ell. , <..'' IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING p p �,, >,,, ,, EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AFBPA) AMERIGAN WOOD COUNCIL (AWC). �I", („ `•' ,. y 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. •., , z _k CONCRETE PANELS OF 515 THICKNESS MINIMUM. -,s• � SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE STAIRS 40 psf 15 psf c 6 SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM 6 BELOW GRADE TO 24 BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. l� I * TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWhdRR. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 sf -"._;_ % 4. SUPPLY d RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED FOUNDATION WATERPROOFING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE p p �� ,-;11 1. COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. II. NEIGHING AND BORING OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. .� ,` ,� , - TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NEIGHING AND BORING 0= STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC �/' .� .e Fl.,-', d� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND p '" 1, ALL OPENIN65. - 9" R-50 FOR FLAT GEILIN65 NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. �. , h�l, _ DUCTS 3"0 d GREATER, LOCATED IN ATTIC: R-5 - 8.25 R-300 FOR VAULTED AND CATHEDRAL GEILIN65 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION - 3.5 R-13 FOR 2 x4 WALL CONSTRUCTION 12. PER NYE, PG 425.4, A 4 x CLOSET BEND SHALL BE AN ACCEPTABLE CON5ERUGTION CODE. DUCTS UNDER RE LEGATED R ATTIC: R-6 - 5 25" R-21 FOR FLOORS HALL CONSTRUCTION HATER BCLOS T CON CTION. ALL 5TRUGTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE: WITH DUCTS 3"� d GREATER, OTHER PORTION OF BUILDING: R-6 6. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE G-003. WHERE A 3" BEND IB UTILIZED, A 4"x3" FLANGE +� DUCTS UNDER 3 O, OTHER PORTIONS OF BUILDING: R-4.2 RECEIVE THE FIXTURE HORN. ASCE 1-I6 (MINIMUM DESIGN LOADS FOR BUILDIN65 AND OTHER STRUCTURES) HOLDOM DETAILS T` F 1 GAL NA LINO/STRAFF I NO REOU I REMENTS FOR ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEG.'s;MANUFACTURER U I- L- I F T C SHEAR/ 4 LATERAL 1�! N D RESISTANCE NOTE: THIS 5GHEDULE DOES NOT INCLUDE NA I NINO LD WG FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 5-005 FOR STRAPPING AND NAILING REQUIREMENTS, Q ALL STRAPPING TO BE lyq"x 20 GAUGE AND ROUGH OPENING FRAMING REQUIREMENTS) 0 -- "SIMPSON" EQUIVALENT - G520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE Lu FUSE IO6 NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (5GHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cu FASTENER SPEC. FASTENER co HOEDOWN ' HOEDOWN 'B' CONNECTION A /�` /�^ DESCRIPTION AND QUANTITY SPADING Q U) FOR NEW b EXIST. NA I L I NO OR D � FOUNDATIONS ROOF I$ GE I L I NG FRAMING ? rn AT RAFTER TO RIDGE N O I.DIM's ARE ALL MIN.k's BASED ON USE OF ONLY A Ibd (D ENDWALL "-- CONNECTION: COMMON NAIL w/o PREBORED HOLES. i r- ENDWALL ,."-""" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER z 2 Q (5) 2x FULL (5) 2x FULL CORNER STUD 2.WOOD 15 ASSUMED TO BE Dr,#2 d STR. IN DRY USE � CV HEIGHT STUD\ HEIGHT 57UD ONNECTED TO FOR STRAP - 3 a cl* COMMON R.R. 2, SERVICE d •CIS \\ CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST CC U CONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C G x � CV TRANSFER SHEAR "SIMPSON" HDQa \�Y (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER (PAGE-NAIL) SEE PAGE 6-003 EACH LAP O O O a--� C9 HOEDOWN ANCHOR ® 2-I6d COMMON FOR ROOF SLOPES UNDER 5:12 WITH • • • • HOLES,SET NEW MEMBER, m *z; 2-I6d COMMON LOCATIONS NOTED NAILS ® 6" O.G. b ROOF SPANS OF 24 OR GREATER, • • • • • • ate-J O a-J L0 / 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS ® 6 O.G. b ON PLANS 10" O.G. IF BLOGKE USE 4 8 d COMMON NAILS ® EA. .,�j`/ • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) 9-I6d COMMON EACH LAP c O c� O' O.G. IF BLOCKED CORNER POST """�.," END OF STRAP. TIES 54 • • 5.SEE SECTION 6 FOR ANY REOT TO CLINCH THE NAILS(TO Q 0 CL G O CORNER P05T �- T16HTLY BOND THE END OF THE NAIL TO A 410 AN6LE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PA6E 6-003 PER TIE SIMPSON H006 "~• ,"�� THE ABOVE ASSUMES A RAFTER 6RAPHIG BELOW) HOLDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE ND5 COMMENTARY BLOGKIN6 TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED a OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS t SPIKES b TABLE ON PLAN5 FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END • FC0NNr=cT1ON BI 1$ B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING CONNECTION: ""'" 70 HOEDOWN INSTALLATION OPTIONS: . "ter, • "^"" FOR NEW P. GONG. FOUND.'s r"'" 0 ° FOR STRAP - 3 5 d* COMMON NAILS a EA. E32 TOP PLATE TO TOP PLATE (PAGE-NAIL) 2-I6d COMMON ' PER FOOT HOLII CAST IN PLACE w/"1/8"� THREADED ROD r"'°� • . END OF STRAP. . • U r•'""" TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE ," WHEN IN TOWN OF 15LIF OR NAILING • ^ ` FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.s •-...• • • so I W Va"41 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO HOB GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMP50N" SET(HIGH STRENGTH EPDXY ---� BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. ADHESIVE), b FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 51MP50N #H2A (OR EQUAL) RAFTER TIE "� (HIGH STRENGTH ACRYLIC ADHESIVE) �� ""�. , HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID b CAST IN PLACE HOLDOWN - ' w/"1/a"m THREADED ROD CONNECTION " ""--"-" „M FOR G.J. TO R.R. - ct 16 d COMMON NAILS REOUIREMENT5 FOR """-....,,„•• BOTTOM PLATE TO FLOOR JOIST, BAND J015T, RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) 2-I6d COMMON 1-2 PER FOOT APPLICABLE) FOR EA. PLATE TO STUD ABOVE b OR BELOW HOEDOWN 'G' HOEDOWN 'D' 2 I6d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAMING < •(�� FOR NEW b EXIST. FOUNDATIONS FOR NEWLY POURED GONNEG � G TION GI 2 I JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-ad COMMON PER J015T n 1 FOUNDATION ® ONE STORY ONLY (5) 2x FULL. ENDWALL BRIDGING TO J015T (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD ONNECTED TO I H BLOCKING TO JOIST (TOE-NAIL) 2-56 COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS • BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I6d COMMON HE)I&HT STUD '"��" . G2 -- - "- TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. b ^"`"" TOP PLATE: (TOE-NAIL) ON PLANS 10" O.G. IF BLOCKED G I - tt FOR STRAP - 3 a d* COMMON LEDGER STRIP TO BE (PAGE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST ° i NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-6d COMMON PER JOIST N FOR EA. PLATE TO STUD ABOVE b OR 2-I6d G N `�� ° BELOW - 2 16 d COMMON NAILS BAND J015T TO J015T (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® O.C. "•• BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT • ROOF SHEATHING a d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" 5T 14 CONNECTION DI s D2 Soup BLOCKING PERIMETER EDGE ZONE a ad COMMON b" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONr„Z • EA.BAY GABLE ENDWALL RAKE OR RAKE TRU55 w/ ad COMMON 4" O.G. UP TO 9" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s. ....-•••^"""'° HOEDOWN CAST IN PLA iGE w/-t/8"O THREADED ROD •"""°�"�""" • • AT STUD TO FLOOR ASSEMBLY TO SILL GE i L I NG SHEATHING FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s • • va"iD THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "5IMP50'V" SET (HI6H STRENGTH EPDXY 0 V2" MIN. --"--"- GYPSUM WALLBOARD 5d COOLERS "1" EDGE / 10" FIELD ADHESIVE), b FOR TENIP.'s O°F-40°F USE "SIMPSON" AT ROM (H16H STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER ° ° FOR STRAP - 3 8 d• COMMON NAILS a EA. I SPECIFIED ON 'r ° • END OF STRAP (WRAP STRAP UNDER SILL PLJ WALL SHEATHING FOR EXIST. /NEW G.M.U. (C NC, BLOCK) TYP. FOUND. NOTE • FILL TOP 2 COURSES °iOLID b CAST IN PLACE HOEDOWN o ° FOR EA. PLATE TO STUD ABOVE b OR BELOW - w/'7/a"O THREADED ROD d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS T' EDGE / 10" FIELD N Q FLOOR CONNECTION W/ # PT4 SIMP50N (OR "•"•-.".".. E STRAP w/(E h NA I L I N0/57RAFF I NO C W I NDOJ�I/DOOR +DEADER `' STANDARD/ALTERNATE ...•"~ 8d NAILS• EA. ND EQUAL) ® PLATFORM TO SILL PLATES "". OF EA.STRAP TO Lu Lu EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) n ALTERNATE USE 0 SIMPSON H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 WFGM,TABLE 3.1,P. I54);WHEN 5TRAPP O CONNECTION E " „ REQUIRES OVER 14 NAILS, USE SIMPSON 05I6 STRAPPING (OR EQUAL). "~""""" " I E LE55: 10 COMMON b EDGE / 12 FIELD E - NUMBER OF SILL STUD5-ON FLAT (DOES NOT APPLY TO DOOR5) (20I6 WFGM, TABLE 5.255,P. al) " • 6REA7ER THAN I : IOd COMMON b" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (201a WFGM,TABLE 3.23G,P. 2,4 ; ALTERNATE AS PER TABLE 3.23D,P. 2a3) "" � • 1 - NAILING REQUIREMENTS ARE BASED ON WALL 5HEATHIN6 NAILED 6" O.G. AT THE PANEL EDGE. w A D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. 51DE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHIN6 NAILING IS REDUCED. Q (201a WFGM,TABLE 3.1, P. laq) 4 PLATE(S) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM,TABLE 3.22F,P. 255) a a SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF I6d NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE a a cd SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.b,P. 191) ",,,.. e a ° <a - W W HEN ALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B `•.., r a E " "` FOR STRAP - 3 8 d COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED To BE REDUCED TO 1-16P NAIL PER FOOT. - FOR ROOF SHEATHING WITHIN 4OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 FA57ENI NO 5GHEDULE B may" " """"". ,""� d a a a a END OF STRAP (WRAP STRAP UNDER SILL FL.) ON EACH LAU R E L AVE N U E a° SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS �""`"""..," "� o g' FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. LOT 3 (IN AGGORDANGE W W ITH OOD FRAME CONSTRUCTION MANUAL 20115 EDITION) 2 I6 d COMMON NAILS A NOTATION S_ I GNAGE FOR TRUSS TYFE, PRE-ENO I NEERED ROUGH P` B G D E F 6 WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1955 LAUREL AVENUE 2'-0" 5 1 1 1 1 I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 2 2 2 Si�L C, I NO O TOfiL. T GABLE ENDWALL A LOCATION LIKELY To BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" q I 3 3 3 3 BRACING/STRAPPING AUTHORITY HAVING JUR15DICTION: DRAWING TITLE: (5) - REQUIRES SILL PLATES 01= 2"x6" (MIN.) FOR RAKES 12"OR TOP PLATE BLOCKING 2 LESS PROVIDE OWN, ANCHOR BOLT, 8'-0° 12 2 3 4 4 4 }-- SPLICE —} TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK ® BLocKIN6® 12"O.C. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I 4'-O" O.G. TO ACHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V' TO INDICATE FOR WIND - EXPOSURES BbG - FOR WIND - EXPOSURES BQG - 10'-O" 14 2 4 5 5 5 ALL OTHER GA5E5 ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O" I6 2 5 6 6 6 BUILDING MINIMUM SPLICE 1°" BUILDING MINIMUM SPLICE'=,4 THE NYS BC. DIMENSION (FT) LENGTH (FT.) DIMEN51ON (FT.) LENGTH (FT) TYP. STRAP w/(5, PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-O" 2'-0"/2'-6" 12'-O" 3'-O" OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-O" 3'-0"/3'-a" 16'-O" 4'-O" ATTIC PRE-ENGINEERED WOOD, OR TIMBERG-003m00 _ :,; ANG�+OR BOLT 5FEC, 1 F 1 GAT O 5 CONSTRUCTION AS FOLLOWS: " = FLOOR FRAMING, INCLUDING 20'-0" 4'-0"/5'-0" 20'-0" 5'-0" BLOCKING 2 BAYS GIRDERS 4 BEAMS 6'-12' SPECIFICATION (2015 WFGM TABLES 3.2A B 3.25, P. 15'7-160) 24'-O" 4'-O"/5'-0" 24'-O" 6'-0" BACK ® 4'-0" o.c. - "R" = ROOF FRAMING CORNER sa° — CONDITION FOR ALL STRUCTURES: - "FR" = FLOOR ROOF FRAMING DATE: 01/19/24 3 OF 16 ANCHOR BOLTS ® 3q" O.G. 2b'-O" 5'-O"/6'-3" 28'—O" '7'-0" 32'-0" V-011/"1'-6" 52'-0" iv SECOND FLOOR T NOTES: 1.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENGTHS,THE NAIL SPAGIN6 SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 40'-0" II'-O" IN. "1" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS I. M _. N QUI EN ER OF NAILS . �. . .PROVIDE A E VAL T NUMB N L " END w/ 3" SQUARE WASHERS AND END NUT SETUP; 2.TABULATED SPLICE LEN6TH5 ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O BACK® 4'-O" O.G. e CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. b FILL IN EXPOSURE B TYP. STRAP w/(5) TOP TWO COURSES 50LIM ad NAILS EA. END �_ �, 1_ II ,_ 1, ,I 1_ I, 3.TABULATED SPLICE LEN6TH5 ARE BASED ON 6 FOOT WALL 60 O 12 O /15 O b0-O I6 O OF EA. STRAP &« '' „. ` 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY Well FIRST FLOOR �� 1 PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALL5 FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE '70-O 14-O '10-O I -O NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR a �e 3 FROM ENDS AND CORNERS (TB WO a CORNERS) W WALL- 1.125 ANOHOR BOLTS ARE BE u (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT „ „ 1� " REFLECTIVE �»r Ia WALL- I.2s _ REFLECTIVE �t to (SEE DIAGRAM TO LEFT) BLOCKING 2 BAYS II'WALL- 1.5"15 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.C. RED PANTONE WHITE F �°" 4. COORDINATE W HOLDOYJN LOCATIONS 12'WALL- IS FOR 10'-0"WALL #181 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAMINO O RAPH I GS GONT I NUOUS BUILT-UP C I RDERS 3 OR MORE SUPPORT5 (THAT EXCEED FRAMING STANDARDS, IT IS REO'D FOR FRAMER TO HAVE A - F I REBL_OGK NC FOR PLATFORM WOOD FRAM I NC WORKING KNOWLEDOE OF THE AMERICAN WOOD COUNCIL [AWG] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER De. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.)AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BE/TWEE � 1/6 WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION IE ION DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE 5U=PORTS, JOINT5 ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES O NON-LOAD BEARING WALL OFFSET FROM SUPPORT IA (2)ROWS IOd NAILS• 12"O.C. MAX.52" P LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPING. Lwu cu THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST —� STUDS STUD B (3)ROWS 10d NAILS• 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. ' SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE Q :t (V (2)ROW5 1/2" 41 BOLTS a 12"O.G.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE c L0 /SUBFLOOR G DEL.• ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. b7 50LE PLATE BUILT UP 61RDER ?I MAX.32" D (2)ROWS I/2" O BOLTS m Ib"O.G. SOLE PLATE TWO IP EGE GIRDER5 ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE O J015T SERVES AS FIRE5TOPPIN6. >- (D (2)ROWS I/2" �BOLTS• 24"O.G. 51DE WITH IOd NAILS, TWO NEAR EACH END OF +-+ E L z � BETWEEN 1/6 EACH PIECE, OTHERS 5TA55ERED WITH A DISTANCE 5 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING O CV O F (2)ROWS 5-5/8"TRU55LOGK SCREWS• 12"O.G. 6 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. I SCREWED ON(1)SIDE OF MEMBER LINE; OR 6IRDER5 ARE TO BE NAILED FROM EACH CCC-0 G (2)ROWS 5-5/8"T55LOCK REWS• I6"O.G. 51DE W/ IOd NAIL5, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE 5OLE c RU SC G X O (V 50REPIED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32" AND 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN O O O 4 (2)ROWS B-8/8"TRU55LOGK 5GREW5 a 24"O.C. JOISTS SERVE AS FIRESTOPPING. m H p BETWEEN NAILS IN A HORIZONTAL LINE. O +-+ .— JOIST SCREWED ON(1)SIDE OF MEMBER a-J MAXIMUM OFFSET (�ROWS 5"TRU55LOCK 5CREW5 m 12"O.G. THREE-PIECE "f. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND O N O CO J BUILT UP GIRDER MAX.B2' THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH,d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. Q '— a MATCHED SIZE OF BLOCKING (2)ROWS 5"TRUSSLOGK SCREWS m I6"O.C. 4 UNDER NON-LOAD BEARING FIRESTOP LO AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS 57A66ERED w/ A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. L SCREP ED ON B TH SIDE OF MEMBER O.G. 1/T4OF A6 THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO r STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED OABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 8"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN 'B'WHEN 10"OR LARGER FRAMIN6 SHALL BE FIRE5TOPPED AT THE BOTTOM WITH STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SOLE PLATE GABLE END P FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR 2 x4" AL 5Ruous MASONRY PIERS, NAILED TO WOOD POSTS OR LATERAL BRACE® b'O.G. TRUSS THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING BOLTED TO STEEL COLUMNS. BAND AND CHIMNEY. THE 5PAGE ABOVE THE FIRE-5TOPPIN6 SHALL BE U JOIST 2) lod NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G.J. AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACK W S OF THE INTERIOR FINISH. PLASTER GEILIN6 ON 10) 8d NAIL_ N O PATTERNS FOR S 1 D E L_O A D Ez D BEAMS (i e . FLUSH BEAM 5) -LOCATIONS RECUIRUN6 FIRE5TOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES,WILL SERVE AS 1 AS FIRESTOPPIN6. 'T, m NAILS FIRE- FIRE_ WOOD FIRESTOPPIN6 FIRESTOPPINB FASTENING RECOMMENDATIONS FOR SID STOPPING STOPPIN6 FIRE- FIRE' 50LEE-LOADED, STOPPING 5TOPPING MULTIPLE-PIECE MEMBERS r , JOIST * 5d COOLER NAILS a 10"O.G. NAILED' I BOLTED' V'I' N ldi v �� �: VERTICAL x4 BLOCK NAILED O A.BRACE " AL j� 2 BL NA L T E 1 �BLOGKIN6 2 Rows Ibd D ROWS Ibd s ROwsK' 2 RowsX,' 2 Rows15 w/(4) lod NAILS COMMON COMMON DOLTS 2a• BOLTS BOLTS FIRESTOPPINB WHEN O 12"O.G. OG.STSZZ:; p •12"O.G. •b"O.G. COVERING 19 APPLIED 20 o.STRAP TO UNDERSIDE or- STUD 9 �� u JOISTS WO T ROWS 12 O.G. THREE RO O.G.6YPSUM BOA Hlg 12 Q DOUBLE PLATE M 5d COOLER NAILS 0 10" O.G. (lo)Sd NAIL5 BEAM SELECTION w/ STD. NAILING a " LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 nn 11 Amik NOTE: ENDWALL STUDS AS NOTED IN NOTES -I d 5 " o p s ALTERNATE W JOIST SHALL BE LOCATED DIRECTLY o " DENOTES ALT.FOR USE OF DRYWALL 5CREW5 NONCOMBUSTIBLE LOCATION um OVER STUDS, UNLESS TOP PLATE 15 4"a EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM EDGES 50LE WOOD FIRESTOPPIN6 OF 61RDER Q DE516NED TO CARRY THE LOAD SGREW5#6 - ty4"TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION 6VIIIIIIIIIIIIIIIIIII 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STA66ERED TWO ROWS 6"O.G. FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER.USE wA5HER5 UNDER HEAD AND NUT. o 0 0 0 0 0 0 0 o OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". O O O O 0 O O O O 2"SPACE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. 1551 \ 331 b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 7 STD,NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: w/ \ \STRAPPING 4 6d NAILS T•2 ROWS OF Ibd COMMON NAILS(12"O.GJ FOR DEPTHS 12"OR LESS LOCATIONS FIRESTOPPIN6 LOCATION 9 a EA. END o R.R. 6.5 ROHS OF I6d COMMON NAILS(12"04)FOR DEPTHS OF 14',Ib' 1 lb". LOCATION IO FULL WIDTH 2" BLOGKIN ZO F- lu 0 GONSTRUGTI ON DETA I L_S NI ND LOAD PA7H GONNEGTI ON Dr_TA I L_S TOP PLATE DRILL 2"0 INTO ROOF NOT TO SCALE R STRAPPING INSTL. INTERSECTION DETAIL DECK FOEXIST. OR NEW NEW R.R.SET w/ R.R.BELOW 7 UPPER TOP PLA17E LAPS 4 IOd NTINUOUS LONER TOE NAIL NOTED CONT. BLOCKING TOP PLATE SPIKED TO R.R.'5 01 ALIGN NEW d EX. R.R.AS 5HOWN K I NG STUDS 01 PLAN VIEW NOTE. SIMILAR a 'SHED' WOOD J015 WOOD JOI ROOF,R.R. IN LINE GRI PPLE STUD BLOCK I NO JOIST HANOE HEADER C ENERAL REQUIREMENTS FOR GENERAL REQUIREMENTS FOR W INSTALLATION OF GLI1'40HED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS � JACK STUDS WOOD GIRDER WOOD JOIST MAIN MEMBER W O J W i lo• �O" � Q �^ JOIST FRAMINO OVER WOOD OIRDER JOIST FRAMINO FLUSH WITH GIRDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS/ aIAIM.X D APPROX. 50° w/ THE MAIN MEMBER # STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, LA U R E L AV E N U E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, 5TRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A cqO° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT 3 MEMBER, FOR THIS APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. AVOID SPLITT ,NO MORE THAN 2 TOE NAILS SHALL BE TO IN EAINSID O A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 1955 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"x&" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIS TOP PLATE SOUTHOLD, N.Y. 11971 GH I M. CHASE SEGURI NO © 57D. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS 000 NOTE: FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'6 TO R/L SIDES w/STRAPPING TO RIL 51DE5) N Y O PAGE: TOP PLATE ® 0 �,M WIND RES 1 STANT CONSTRUCT 1 ON CONNECTORS zI CHIM. CHASE WALL � d° U " o CONNECTION LOCATION: PART NUMBER: NOTES: G-004mOO R I DOE-TO-RAFTERS 0520 ® 21 " APPLY TO EACH PAIR OF RAFTERS CL z ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 01/19/24 4 OF 16 ROOF p Q� z 0 RAFTER-TO-PLATE H8 or H23 APPLY TO EACH RAFTER z O REO'D BLOCKING a PLATE-TO-WALL STUD G520 18" APPLY TO EACH WALL STUD TO ALIGN W/STRAPPING d 1-9 ® EA. LEVEL ABOVE w N . THE FIRST FL. ®z< 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 56" APPLY TO EACH WALL STUr . .DA ® HEADER-TO-JACK STUD C520 © 12' FLoowCL6. APP Y TO EACH JA 'L H GK STUD T—M CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 5575I6 APPLY TO EACH 51PENALL END " WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE C520 SIDE �IIEW PLAN VIEW (USE WITH 5" 5OUARE WASHERS) �'� � ,� `� USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS 70 ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 5EE 51TE PLAN FOR PROPANE TANK NEW PARTIAL HEIGHT LOCATION - EXISTING TO BE DEMc�L15HED WOOD FRAME (L.O. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Lu NEW WOOD FRAME (L.O. NEW FOUNDATION WALL o i D ( / LU co STL. WHEN APPLICABLE) - f; p M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL o �- I O u') WOOD FRAME (L.G. 5-rL. POST FOR 4" WALLS 0') WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALLS), U.O.N. - } 0 NEW 2-HR FIRE RATED I '�, _ WOOD FRAME (L.G. STL. O O N z 0 '� u) WHEN APPLICABLE X � N 4 I p 4- 1 �OUNDP.TIONPL?�N1�lOTES - - - - - - - - - - - - - - - - - - - - O O- 0 Opp Z C4 a--+ Ln A5 PER COVENANTS $ RE5TRIC p:TIONS DATED 5TH ° • O d O OF MARGH2O23: - - - - - - - - - - - - - - - - - - cu I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO 3 ° ELECTRIC, 6A5, TELEPHONE, GABLE AND WATER, MUST BE LOCATED UNDERGROUND 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, EXCEPT TH05E WITH SPILL, OVERFILL AND I i BURIED PROPANE LINE CORROSION PROTECTION REQUIREMENTS IN PLACE PROVIDE (1) NEW FURNACES: O I. UNIT BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE 5-TON UNIT FOR I5T FLOOR "ZONE I" r€ "ZONE UNIT LOCATED3.VENT HALLBASEMENT I r 4.F.A.I. THROUH WALL V ' ` 5. INSTALL AS PER MANU. SPECS. I : Q NEW MECH. AREA: O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s O • aaaaaaaa� 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 506.1 ' aac- 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES clo REQUIRED PER NYS MG 504. N 4.IF APPLICABLE, DISCONNECT, REROUTE, d RECONNECT _ _ _ EQUIPMENT TO EXIST. PIPIN6ASfZEQ.'D. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I dJ0 TYPICAL MECHANICAL AREA NOTES: .7 , r . aaaaaa_ 1. FOR HP. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY _�O2 �, L t "DUROGK" (OR EQUAL) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I• - � ® ° 2. FOR PC. FR. WALLS - PROVIDE (1) LAYER OF 5/6" - - �p n 1 TYPE "X" GYP. BD. UL U3o5 (OMIT ON GONG. WALLS) • ; _ '� " ,' : I O I O I tt m W 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. I I ( L - L L - L Q SPEC.'s AND AS PER NY5 MECH. ,AND FUEL OAS CODE - - - - - - - - - - - - - - - - - 4. WHEN EXI5T.,MECH. EQUIP. SHALL BE VERIFIED THAT I PROPOSED PATIO ABOVE IT GONFORM5 TO NY5 MECH. AND FUEL 6A5 CODE 5. COMB. AIR VOLUME AS PER MAN!'). SPEG.'s - PROVIDE :• , I intam ROR 6. MAINTAIN SH I TA N ORTPROVIDE URNAKE FROM A EI 50ILER ELECTRICAL EMERGENCY SHUT OFF SWITCH -1. FOR 6AS SERVICE, PROVIDE OAS, SHUT OFF SWITCH = I I 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER 7 ' r - 7 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I of CLEARANCES AS PER CODE Q. PROVIDE 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT 3 . CONNECT TO SANITARY SYSTEM AS PER NY5 I I O ° • - PLUMBINSS CODE 10•APPLIANCES JOINED THROUGH A COMMON NATURAL L - -1 ` - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J ' DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL 40 SECTIONS OF 2020 NY5 RG 0242T. J I L UNDER-FLOOR AREA VENTS I I 2 O3 NEW VENT w/MIN. I S.F. NET VENTILATION OPENIN6 PER 2020 IRG R405; INSTALL AS PER MANU. SPECIE, WITHIN 9 A-4o A-4ol V-O" OF BUILDIN6 CORNERS I FREEZE PROOF HOSE BIB: f O4 FASTENED w/MASONRY ANCHORS (PRECISE `� I UNDER-FLOOR LOCATION T.B.D. IN FIELD - CONSUL'T w/OWNER) 25'-10" Q _ VENTILATION - - - - - - - - - - - - - - - - - - - - - - - - - - ELECTRICAL PANEL: F -� O NEW 200 AMP ELECTRICAL PANEL LOCATION; I I FLOOR . ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. •� AREA BURIED PROPANE TANK: I- % REQ. S.F. PROV. r - - - - - - - - - - - - - - - - - - - - - - O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK I _ 3. INSTALL MIN.2.INSTALL AS PER 10'-0"PROM DWELLING, SANITARY $ STORM I QD .3 S.P. 33.0 S.F. I m WATER STRUCTURES, I$ BURIED UTILITY LINES;REFER TO I PROPOSED BASEMENT 51T'E PLAN FOR INSTALLATION LOCATION. I UNFINISHED;UNCONDITIONED SPAGE� I � ° OWATER HEATER I "1'-0" CLO. I • I NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. HGHT. PROPANE WATER HEATER(OR APPROVED EQUAL). I. VENT THROUGH WALL. 2.F.A.I. THROUGH WALL. I I _ 3.INSTALL PER MANU. SPEC.'S - '« - - w DOOR NOTE: I l o l I I o l l I o I o I I o O6 I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT L - J I L - J - J L - J _ I ►� ON PLANS BY 'JELD-WEN' (OR EQUAL). L 3 4 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). A_4O2 I z 3 INDICATENOTE t;)OE5 NOT PROPO ED;SEE DES NAT ONS, $ DOOR SCHEDULE. �- ® ® 4.PLACE DOORS 4 MIN. FROM PERPENDICULAR I R= ►� • PROPOSED 6ARAOE SLAB� (tV w HALL5. INSTALL AS,S, Hp Q P6.PROVIDE (2) 2'RIOAHDRNU PU.ON. I I m '1. SEE PASSE 0-003 FOR ALL OTHER FRAMING I I PROJECT: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WINDOW NOTE: I- - O I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN I 6 I I LA U R E L AV E N U E CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). •°'' INSTALL AS PER MANU. SPEC.'S. LI uzl 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; LOT 3 SEE DESIGNATIONS r€ WINDOW 50HEDULE. ° 3. FOR SUBSTITUTION5, 5EE NOTE #q IN "6LASS WINDOWS -g AND DOORS" ON PAGE 0-002. I I 00 Q 4.ALL CASEMENT WINDOWS TO HAVE ST'RAI614T ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: I I 1955 LAUREL AVENUE 61 FOR ALL 5WN61N6,SLTIDI PANELS OF IN0, 4 BIFOL DOORS I I I I - I SOUTHOLD N.Y. 11971 6.2. WITHIN 195" OF F.F. I II-5 I I I m 6.5. WITHIN 24" OF A DOOR - 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES DRAWING TITLE: b.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 - - - - - - - - - - - - - - - - - - - - - - -1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND VENT I - J -PROPOSED STONE PORCH ABOVE WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM - - - - - - - - - - - I PROPOSED FOUNDATION PLAN (2) 2NIO" HEADER U.O.N. F.A.I. 6.NINDON FALL PROTECTION SHALL. BE NY5 R312.2 FOR OPERABLE WINDOWS PROVIDED HE IC7HTS LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN"72" I I '1 6 I I 5 3 ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDIN6 EXTERIOR. I - - - - - - - - - - - - - - - - - - - - -� EGRESS NOTE 2 IN COMPLIANCE WITH NEW YORK STATE BUILDIN6 I - I r GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF - L - - - - - - - - - - - - - - - - - - - - - - - - PAGE: EORE55SHALLBEFOLLOWED: - - - - - - - - - - - - - - - - - - - - - r t, r •, r 7 r �1 NET CLEAR OPENINO........... 5.'1 S.F. ` ' r� L .J L J t J NET CLEAR HF16HT............... 24" MINIMUM L - NETGLEARWIDTH................. 20 MINIMUM - - - - - - - - - - - - - - - - - - - - - - - 1O„ 3 - - - - - - - - - - - - - - - - - - _ - - - - - - - - - J I I'-T" 13'-3" 21'-6" 23'-3" 16'-7" DATE: 01/19/24 5 OF 16 Q SEPTIC CONNECTION D D i O N u AWATER SERVICE LINE ELECTRIC SERVICE LINE ``��i` Q•p. ° + F OFOSE17 FOUNDATION PLAN SCALE: 1/4" = 1'-0" Diz- SEE FADE A-501 FOR DOOR Sr--,,HEr�)ULE / O I NATURAL(HABITABLE PACE) ON '� 1J FLOOR AREA 52-T S.F. D _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT p OCL WOOD FRAME (L.G. 5TL. S.F. REO. S.F. PROV. - Q WHEN APPLICABLE) EXISTING TO REMAIN LI6HTINcS;MIN. $% � NEW FOUNDATION WALL OF FLOOR AREA 26.2 S.F. 100.6 S.F. Lu NEW WOOD FRAME (L.G. W STL. WHEN APPLICABLE) VENTILATION;MIN. 13.1 S.F. ba.5 S.F. 'j cu 4% OF FLOOR AREA m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL < cu WOOD FRAME (L.G. STL. POST FOR 4" WALLS 23 p" WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL 33'_q„ 24'-5" O d7 r- II'-II" r- O RATED POST FOR 6" WALL5), U.O.N. A A A - }; 0 WOOD FRAME (L.G. 5TL. O N z 0 WHEN APPLICABLE) 13 p •� � NATURAL LIGHT S VENTILATION o X 4 N FLOOR PLAN NOTES r- O O 4- (HABITABLE C4 SPACE) 0 ' -r- O m z DOOR NOTE. A/G CONDENSERS: I _ _ _ _ _ _ N 4 (V � O I. INSTALL NEW INTERIOR DOORS WHEN GALLEL'OUT II I. PROVIDE(I)NLW 4-TON A/G CONDENSER BY"RHEEM" N C O O cz ON PLANS BY QELD-WE:N'(OR EQUAL/. OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 NATURAL LIGHT VENTILATION FLOOR AREA q77 S.F. Q d O 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.INSTALL AS PER MANUFACTURER SPECS. (HABITABLE SPACE) ON PLANS BY THERMATRU','ANDE RSEW(OR EQUAL). 5.INSTALL UPON LEVEL GROUND 4 PROVIDE&ROUND 5.NOTE DOES NOT INDICATE EACH NEW DOOR SURFACE(GONG.PAD OR OTHER)w/WEIGHT RATING S.F. REG. S.F. PROV. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF 4.PLACE DOORS 4"MIN.FROM PERPENDIGULAft CONDENSER. FLOOR AREA 24$ S.F. L16HTING;MIN. $% WALLS,U.O.N. 4.AL^lAY5 LOCATE CONDENSER 10'MIN.FROM ANY GAS 75.2 S.F. 159.0 S.F. WALK-IN 5.INSTALL AS PER MANU 5PEG.'s APPLIANCE,AND AT LEAST 5'FROM WINDOWS/DOORS OF FLOOR AREA b.PROVIDE(2)2NIO'HDR.,U.O.N. WHENEVER POSSIBLE. S.F. REG. S.F. PROV. BEDROOM I G78 s T W ?.SEE PATE AROUND FOR ALL OTHER FRAMING 4% OF VENTILATION;FLOOR MINAREA 39.1 S.F. -I-16.2 S.F. 1O5 ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N. 321 S.F. LIGHTING;MIN. $% STAIR 4 RAILING NOTE: OF FLOOR AREA I"Ib S.F. 36.3 S.F. O I. ALL NEW STAIRS SHALL HAVE MAX.6-1/4"RI 4 MIN.IO" 12 ELECTRICAL METER: Tr-RISERS SHALL BE CLOSED INSTALL NEW ELEC.METER AS PER NYS MECH.CODE,1 VENTILATION;MIN. 2. GREATEST RISER HEIGHT IN A FLITHT OF STAIRS SHALL UTILITY CO.STANDARDS e�e� S.F. 15.1 S.F. T- NOT EXCEED THE SMALLEST BY MORE THAN 1", 4% OF FLOOR AREA S. HEADROOM IN STAIRWAYS SHALL BE AT LEAST W-8', 15 NEW 45X5"ALUM.DOWNSPOUT(1YP)WHITE 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.1. BE=TVEN CLEAR HEIGHT 4 HANDRAILS,56"MIN. 4 i 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE, 51.5"MIN. NEW LAUNDRY GLOSEVROOM: d J I I • - 45. BELOW HANDRAIL,RAILS ON BOTH SIDES: 2T"MIN. 14 I. NEW WASH/DRY HOOK UP S. HANDRAILS 5HALL BE PROVIDED ON NOT L_55 THAN 2.COORDINATE LAUND.ROOM 1 DOOR DIM.'s 21'-10" 33'-21, ONE SIDE OF EACH FL16HT OF STAIRS CON'fAININ&FOUR w/SIZE OF EQUIP. V/ OR MORE RISERS,SHA AND WHERE SHOWN ON PLANS. 5.PROVIDE HOOK UPS AS REQ'5 PER MANU, b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-IN WALKING SURFACES LOCATED MORE THAN'50"ABOVE FINISHED FLOOR OR GRADE,4 WHERE SHOWN ON PLANS. DRYER EXHAUST NOTE: T. 42"HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO I. DUCT SHALL TERMINATE TO EXTERIOR A A / \ ALLOW PASSAGE OF A 4"OP SPHERE;56'HIGH 2.DUCT SHALL TERMINATE MIN.5'-0'FROM ANY HANDRAIL t SPINDLE SPACING NOT TO ALLOW OPENINGS " " , „ „ „ PA55ASE OF A 4"4 SPHERE. 5.DUCT SIZE AS PER MANU. 3-'i 5-l0 3-6 I- 3-� 15 m 8. 6RIPPABLE RAIL AS PER CODE. 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER 104 - q. RAILING t TREADS TO BE WOOD 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO I I-I I I 3 r CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM ® SHALL BE LIMITED TO SINGLE LEN6TH5,NOT TO - COVERED WOOD TREADS,RISERS 4 TOPRAIL 4 SP1110LES EXCEED 6 FEET AND SHALL BE LISTED AND LABELED PORCH 5'-10° I IQ rn IN ACCORDANCE WITH UL 2156A. O vJ 4 28a.5 s.F. N 6„ to-4 6.EXHAUST DUCTS SHALL BE MIN O.OI6"THK RI61D SMOKE DETECTOR/CO DETECTOR NOTE L. METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I 113 I m 1 � ^ O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNING IN THE DIRECTION OF AIR FLOW.EXHAUST ' - WALK IN v, SMOKE/CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL ;N (CLOSET HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREWS �p 4'-O" 5a S.F. 0 th _ n 1 2.INTERCONNECTION BETWEEN NFJN/ EXISTIN6 DEVICES -E.MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - v/ SHALL NOT BE REQUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION.THE �I" Q" \J ARE NOT INTERCONNECTED,A5 PER NY5 R51.4.4. MAX LENGTH OF THE DUCT SHALL BE REDUCED 23 WALK-IN 5.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND FEET FOR EACH 45°BEND AND 5 FEET FOR EACH q0° (� G H 6 PER GENERAL ELECTRICAL NOTES ON PATE 6-002. BEND.THE MAX.LENGTH QF THE EXHAUST DUCT DOES CLOSET 7 4.SMOKE/CO DETECTORS TO MAINTAIN 5'MIN. NOT INCLUDE THE TRANSITION DUCT. I 55 S.F. HORIZONTAL SEPARATION FROM SUPPLYIPMURN DUCT5 O 4 OPENINTS TO BATHROOMS w/SHOWER OR TUB. BATHROOM I 5.INSTALL ALL AS PER MANU.SPEG.'s THERMOSTAT: _ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IS I. PROVIDE THERMOSTAT FOR(I)ZONES: (11 DW 162 S.F. IN COMPLIANCE WITH LOCAL CODE -ZONE I:FIRST FLOOR d WINDOW NOTE: -ZONE 2: MASTER BEDROOM 2. H.O.TO 5ELECT MODEL;INSTALL AS PER 6:_bn 4i_pu If I2O O I. ALL NEW WINDOWS 1 DOORS SHALL BE ANDEERSEN MANUP,SPECS BEDROOM 2 CASEMENT,DOUBLE-HUNG,OR&LOINS(AS Tk�TED). 246 S.F. - - INSTALL AS PER MANU.SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DE516NATIONS 4 WINDOW SCHEDULE. 16 NEW SAS FIREPLACE INSERT.CONNECT AS PER MUDROOM 5.FOR SUBSTITUTIONS,SEE NOTE" IN"&LASS WINDOWS MANUFACTURER'S SPECIFICATIONS AND NY5 STATE AND DOORS"ON PAGE 6-002. MECHANICAL CODE,PROVIDE ALL NECESSARY 2_� 4.ALL CASEMENT WINDOWS TO HAVE 5TRAICHT ARM HINGE. VENTING. T 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH b.IN 6.6E_I RAL,TEMP.6LI SHALL O PROVIDED. ZoJ O -I b.l. FOR ALL SKYLIGHTS d OPERABLE PANELS OF IRRIGATION.LAND5GAPIN6 AND FERTILIZER 2'O \\ - - 123 I _ 6.2. NTHSNINNI 5"OFtF.F,4 BIFOLD DOORS VENT DRYER i RESTRICTIONS AS PER COVENANTS d RESTRICTIONS 6.5. WITHIN 24"OF A DOOR DATED 5TH MARCH 2O23; 1,_pn g THROUGH ROOF N Q 6.4. WITHIN STAIRWAYS t WITHIN IRE OF A.LANDING 1. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT bS. WITHIN TUB/SHOWER ENCLOSURES 6.6, SEE AL50 GENERAL NOTES ON PAGE 6-002 OVER-WATERING Qo I ?.SEE PAGE 6-005 FOR FRAMIN6 ELE MENTS AROUND 2.THE USE OF SYNTHETIC FERTILIZERS,HERBICIDES OR tt KITCHEN - PESTICIDES IS PROHIBITED /� - 2"12 S.F. DINING ROOM WINDOWS(TYP.FOR N. U.O.N.;PROVIDE AT A MINIMUM O / l O) 5.THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE / � (� (2J 2"xl0"HEADER U.O.N. 112 T 2q0 S.F. ff I REQUIRED IN L.ANDSGAPIN6 „ fV 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER !n NYS R512.2 FOR OPERABLE WINDOWS WITH 5 LL HEIGHTS 4.THE USE OF FERTILIZER PRODUCTS CONTAINING NITROGEN,PHOSPHORUS OR POTASSIUM 15 PROHIBITED Q 5 I O - - - - - - - - - - LE55 THAN 24"ABOVE F.F.,THAT ARE MORE THAN'T2' BETWEEN NOVEMBER I AND APRIL I ,- PANTRY - - - ABOVE GRADE IO THE ADJACENT SURFACE AT THE 5.ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE m ( 5T S.F. 2I'-"1" BUILDING EXTERIOR. NITROGEN 15 NO MORE THAN 20%OF THE TOTAL q EORE55 NOTE. NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS L BATHROOM 2 T IN COMPLIANCE WITH NEW YORK STATE BUILDIN:5 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE q0 S.F. X- T7CODE,SECTION R5102.I;THE FOLLOWING MEAWS OF FEET IN ANY ONE APPLICATION,WITH A CUMULATIV E&RESS 5HALL BE FOLLOWED: APPLICATION OF NO MORE THAN 2 POUNDS PER I,000SQUARE FEET PER YEAR 15 PERMITTED _ -b"NET CLEAR OPENING...........5.T S.F. T.THE USE OF LAWN E�RTILIZER CONTAININT PHOSPHOROUS r NET CLEAR NE16HT...............24"MINIMUM IS FROHIE3ITE D UNLESS ESTABLI5HIN6 A NEW LANW OR A - io - - - - - - - - - - - - - - - - - - - - - - - - - - - - NET CLEAR WIDTH........... 20"MINIMUM SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE59ENOUGH PHOSPHORUS �� III 2'-'1" ILTYPIGAL BATHROOM NOTE: 6.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS C1061. WALL BOARD SURFACES SHALL BE IMMEDIATELY PICKED UPI.I. II LL B T ROOMS RESISTANT GYPSUM BOARD IN -O "1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS ANDURROUNDS ' V U3 12. . MEN2.1. NEW TILE FINISH(H.O.TO SELECT)UPON22. CONCRETE MUD-SET(SLOPE 1/b"PER FOOT �p \ Q ZTOWARDS DRAIN)UPON I _ - Io7Q Z L - - - - -2.5. WATER PROOF MEMBRANE TO COVER SHOWEER '� - FLOOR,WRAP DRAIN 4 ATLEAST Ib'UP WALL5 HIGH EFFICIENCY LAMPS: O F- - 7 L - - - - - \ w NEW EXHAUST FAN SHALL BE INSTALLED WHERE qo%OF THE PERMANENTLY NTLY INSTALLED NEW LIGHTING 5 m q 109 3'-b" 3'-6" OVENTILATION IS NOT MET BY MEANS OF NATURAL FIXTURES SHALL CONTAIN ONLY H16H-EFFICACY LAMPS, R� E� _ 2 G R A AGE CIRCULATION THROUGH WINDOWS OR DOORS TO AS PER 2020 NYS EGG R404.1 L ATHROOM 3 b b' 6' E j 51 5'F' N O OUTDOOR SPACES AS PER NY$MECH.CODE SECTION FOYER .�.r 405.52.5;INSTALL AS PER MANU.SPECS a 81 S.F. GL. m J HOT WATER PIPING INSULATION: _ _ _ _ _ _ _ _ _ _ ry U NEW PLUMBING FIXTURE5: MECHANICAL SYSTEM PIPING AND HOT WATER PIPING _ _✓" 4'-10" 3'-b" 84 S.F. - - T OT ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. `BALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN SEE ALSO PLUMBING GENERAL NOTES ON PATE:0-002. R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG , WALK-IN (n R405.4 t R4055: m G 05E / NEW FLOOR, . I5 S.F. I / OD I. NEW PLYWOOD SUBFLOOR BENEATH(GLUE 4 SCREW; I• FLUIDSMECHA 105*CAL SYSTEM 11(R4 CAPABLE OF CARRYING _ - � Lil FLUIDS>l05°F OR C55°F(R4o5.4)SCREN 13 I`I 3 / \ / Q INTERIOR. 2.OF SHEATHING b"O.G.i 12"O.G.O 2. PIPING 1"AND LARGER IN NOMINAL DIAMETER / _ O 5. PIPING SERVING MORE THAN(1)DWFJ.LINC UNIT \ I j 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE I6 � 2.NEW FINISHED FLOOR PER H.O.SELECTION O 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 115 114 , I 5 d ONEW TILE FLOOR: - - - - - - -- q I. NEW TILE FINISH(H.O.TO SELECT)UPON MANIFOLD (� 4 GREAT R OM 2.ONE LAYER THINSET(LEVELED PROPERLY)UPON b. PIPING LOCATED UNDER A FLOOR SLAB 101 415 S.F. \ PROJECT: 1. BURIED PIPING PARLOR Q \ 5.NEN DUROGK GEMENTBOARD(OR EQUAL)UPON 6. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS 4.NEW E"PLYWOOD SUBFSHEA HI BENEATH(CLUE i SGREVU; OTHER THAN DEMAND RECIRCULATION SYSTEMS. I- \ \ LA U R E L AV E N U E 5GRFJ^J PERIMETER OF SHEATHING 6"O.G.0 12"O.G. 1 � - - - -� INTERIOR. SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: - - - - - N 10 NEW ATTIC AGGE55-PULL DOWN STAIR: FILL INTERIOR WALLS d FLOOR WITH INSULATION TO $ K / / 1 m L- - - - - - \ LOT 3 I. MIN.550 M CAPACITY PROVIDE A SOUND TRANSMI5510N GLA55(STG)FOR 2.SIZE TO FIT MECH.EQUIP.THRU OPENING(MIN.22'x50) AIR-BORNE N015E OF NOT LE55 50 AS MEASURED IN 5.DEL.FRAMIN6 WHEN NEW OPENING ACCORDANCE WITH ASTM E q0. 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE:R-4q Ttj INSULATION ABOVE w/WD,FR.(OR EQ)BAFFLE OR BEDROOM 55 I / RETAINER TO PREVENT INSULATION FROM ETETERIN6 236 S.F. 12'-p" y2 y2 1955 LAUREL AVENUE DWELLING WHEN OPENED,AS PER NYS EGG R.4022.4 � I i � , ,� , , , i� � �� (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE I p , 4-I0 6-q' b-�I 4-3 THERMAL ENVELOPE OF BUILDING). d - 6 5.INSTALL AS PER MANU.SPEc,'a 6.CONSULT H.O.FOR PRECISE LOCATION OF AC:GES5. I 4'-4y2" A-3y2" `� 4'-4" COVERED 1 $ $ SOUTHOLD, N.Y. 11971 PORCH - 15R DRAWING TITLE: - - - - - - - - PROPOSED FIRST FLOOR PLAN 3 2„ 3,_3y2 3'_3y2„ A A A A - 22'-2" A A A Q PAGE:2-7" 5'-O"�I�-3'-3y2"�3'-3y2"�5'-O„ O„ 10'-O" 3,_2„ a,_O„ 1,_ 23'-4" 23'-3" A-1.02mOO NATURAL LIGHT 4 VENTILATION (HABITABLE SPACE) D )>-L FLOOR AREA 236 S.F. DATE: 01/19 24 6 OF 16 /S.F. REQ. S.F. PROV. w N LIGHTING;MIN. 8% � OF FLOOR AREA 15A S.F. 46.$ S.F. VENTILATION;MIN. q.4, S.F. 4% OF FLOOR AREA `k q <�ul PROFOSEI7 FIRST FLOOR PLAN <�u SCALE: 115" = I'-O" 'a 5,165 S.F. O ROSS AREA; 5,210 S.F. HAE31 TAE3LE SEE FADE A-501 FOR BOOR SGHE�UL Lu Lu cz cy) STONE CHIMNEY WITH COPPER CAP c\1 u') o (D z r- 0 c\j 0 Lr) PROPOSED RIDGE HEk,HT 2 x O c\j -—-—-— —-—-—-—- —-—-—-—-—-—-—-—-—-—-—-—-—-— M -Z (D ELEV. +25.2 0 4-J c\1 Lr) co < I ]A 7 —12r. 12 77 2 - -0 .................. c) ----------------- — PROPOSE TOP PLATE —----- -—-—-—-—-—-—-—-—------- Ll c ELEV. +10 hl 11 1 h 11 11 0 c =Imlw� ILLILIL —D U) I T= -ULLLL I LLLLL]LJ L i L Lil Aft LuiuLu - j LLi I -i LLI L LLW (D LLL 111 _LL _L LLI -1 1 LELL III 1 11 LZ PROPOSED FIRST FLOOR LL L H ILI -------------------— IL A— LL I 1 11 111 1 1 LLL I ELEV. +0.5' A I AD A A A A ILIL_L 1 11 (A ILL L i dill 11 LILL� -LiLi-j]L IL 0_0 11111 Hill 11 111111 Illi 11 1111 1-I ) AVERAGE GRADE -1 -1 ILI T I I I T 11 11441 11F.F. 11111 Til 111TH 1IT11 iIli ELEV. +0.0' -E:.A!5T ELEVATION (FRONT) 5r,ALE: 114" = V-0" ELEVATION NOTF-5 STONE CHIMNEY WITH COPPER CAP OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION SHINGLES z TYPICAL SIDING: w O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 12 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION MAIBEC CEDAR SHAKE STUCCO; WHITE NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO -------- PROJECT: .................... LAURELAVENUE SEE ALSO NOTE a PLAN. LOCATE VENT WITHIN ROOF SOFFIT. G) NEW BATHROOM EXHAUST FAN VENT: NEW AIC, CONPEN5ER ON CONC. PAD OR OTHER LOT 3 APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PEP,MAI`4U. 1955 LAUREL AVENUE SPEC.'SIN FULL CONFORMANCE N/VENTING CLEARANCES F;ZEOUIREI:) PER Nr5 MC 504. SEE AL50 NOTE a FLOOR PLANS. NEW MECHANICAL UNIT FRESH AIR INTAKE: 11 111 1 11 Hill INSTALL AS PER MANU. 5FEC.'5 dL ■ ■ ■ ❑ ❑ ❑ ❑ -DRAWING TITLE: ■ NEW 4" SEAMLESS OUTTERS 4 DOWNSPOUTS;O ALUMINUM, NHITE PROPOSED EXTERIOR ELEVATIONS J-1 tL I UL I I u 111L 11 ALL EXTERIOR LIGHTING SHALL COMPLY WITH TOWN COPE REQUIREMENTS PURSUANT TO 5OUTHOLP TOWN CODE CHAPTER 1'72 LIGHTING, LLLU� OUTPOOR, CURRENTLY OR 1S MAY BE AMENDED iLd 7= ❑ 177 El F=� ID PAGE: - I IlIld Will 111 111 111 � � 00 ODaOA-201m00 DATE: 01/19/24 7 OF 16 ,e,:�fzrE D w I 10L �A NORTH ELEVATION (fib IOHT sce) 5CALE: 1/4" = I'-a" d STONE CHIMNEY WITH COPPER GAP Q 0 W W co J m CV 0 in O _ � O CL co -Y d' - - -- _____- - - ------ ----- 00 C9 ------- --- - --- - -- - - --- - --- - - - _ Q ro— _ c 1/2 - --- --- -- - - - - - - ---- - - — _ -- -- - -- ----- -- - - - - - — - Li iL 0) it L - A o A A A A Q I I l02 I I � 1111. . F.F. NEST ELEVATION (REAR) 50ALE: 1/4'' = P-O" ELEVATION NOTE5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION STONE CHIMNEY WITH COPPER GAP IA ASPHALT COMPOSITION SHINGLES N H z TYPICAL 51MINO: 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 0 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL 5E-EGTION V BEFORE INSTALLATION ® MAIBEG CEDAR SHAKE — W 2B STUCCO; WHITE - O NEW CLOSED BLUESTONE P. GONG. STAIR PATIO -- - --J — — _= _--__-- = ----_ --- — PROJECT: EW BATHROOM EXHAUST AN VENT: -------=----_= -- -_:-- -------------_--_----_--- --- -__ - --_`—__——_ -- —--_ -- --_ -- - - — ---  -_--- -- -- - --- --_-_ r - - -_ - - -� LAU NIIE 4 LOCATE VENT WITHIN ROOF 50 FIT —=---- — — -- --- --__ ____ --____-- ---_ -- --_-- -_ - .---- -_` --- --,. �+ SEE AL50 NOTE ® PLAN. NEW A/G CONDENSER ON GONG. PAD OR OTHER "�- �- — ._ ----- -- _ -- -- — — - LOT 3 — _ 5 APPROVED GROUND SURFACE (SEE FLOORPLAN NOTES) - _ W MECHANICAL UNIT DIREST VENT: - _ - - ----- _ -- - : : 7 INSTALL MECHANICAL UNIT DIRECT VENT As PER MANu. _- _- _- __- __v _._ 1955 LAUREL AVENUE SPEC.'S IN FULL CONFORMANCE W VENTING _-- —__--:.:-- — -_ ._ — UIRED PER NY5 MG 504.CLEARANCES RE a SOUTHOLD N.Y. 11971 SEE AL50 NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: O INSTALL AS PER MANU. SPEC.'S -- -- - - -- - - ----- - ��� -- i - = = = -= _—_—�__ -_- -- -- -- — --- ----- -- -- ---- -- - DRAWING TITLE: — - ---- -- ---- ----- --- - - — --- -- --- — - -- -- - - ONEw 4" SEAMLESS GUTTERS $ DOWNSPOUTS; -- -- ------ --- — - =-- ---- --- -- --- — -- --- - --= _= — ---- --_ - PROPOSED EXTERIOR ELEVATIONS ALUMINUM, WHITE ALL EXTERIOR LIGHTING SHALL COMPLY WITHIIITII Ill 4 TOWN CODE REQUIREMENTS PURSUANT TO SOUTHOLD TOWN CODE CHAPTER I'72 LIGHTING, OUTDOOR, CURRENTLY OR A5 MAY BE Ll -I AMENDED I ILULLII PAGE: a iL il-ILL �-LLL LA-202mOO Q J I I LTL�ffiiti-IL Ios II 12.I DATE: 01/19/24 8 OF 16 F.F. O MIN. F III III I 5 � me AEI SOUTH ELEVATION (LEFT SC)E) 50ALE: 1/4" = 1'-0" I BUILDIN5 SECTION NOTES NEW ROOFING NOTE (TYF a- O I. INSTALL NEW ASPHALT 51-IN6LE5. 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 0 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS R W OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER J 4.1/2" COX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REG'D) 2 Q ++ (\J (b.PROVIDE RIDGE VENT (A5 REQ'D) Lr) 'I. FLASH ALL VALLEYS M 5.INSTALL DRIP EDGE AS R.EO'D a. INSTALL ALL AS PER MANU. 5PEC.'s (D 2 TYPICAL ROOF 8 GE I L L NS GONSTRUGTI ON Z : .L • NEW ROOFING AS NOTED _ _ __ _ _ - N O O • 1/2" COX PLYWD SHEATHING (BLOGKIN6 0 ALL PLYWD .� , 0 'r---' 5EAM5) _ _ X D (V • R.R., G.J., 3 C.T. AS NOTED ON PLANS (6 SPANS OVER 0 0 a-+ 8' INSTALL "X" BRID61N6 0 CENTER OF SPAN,U.O.N) -c 0 m "Z r- • PROVIDE R-25 SPRAY FOAM INSULATION W/R-21 BATT - 4J N Ln INSULATION 0 O O cu • PROVIDE 2" THK. SPRAY FOAM INSULATION 0 EAVES Q NEW EXTERIOR WALL CONSTRUCTION (TYP.): O • "TYVEK" HOUSE WRAP VENTED) (OR EQUAL) UPON _ • 1/2" COX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD 5EAM5) UPON • 2"xb" STUDS ® 16" O.G. vv DBL. TOP PLATE • PROVIDE R-14 SPRAY FOAM INSULATION (R=7/INCH) W/ R-II BATT INSULATION • 5/5" THK. GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYPI 5 3 4O 1. INSTALL NEW SIDING PER H.0 SELECTION 4 2."TYVEK" HOUSE WRAP (OR. EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ° 0 v INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR GONSTR:UGTION: 4J W O I. FIN15H FLOORING TO SELECT 5 2. 5/4" T66 COX PLYWD. 5UBFLOOR GLUED d SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL • WDR. 'X' BRACE ® MIDSPAN BEDROOM 2 BATHROOM 2 R1.•j'. GL. BEDROOM 3 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 6 / 1 FOUNDATION, AND BETWEI°N GARAGE $ 2ND FLOOR) v 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS A-401 BASEMENT MECH. ROOM SEC71 ON I -I/A-501 SCALE: 1/4" = 1'-0" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES;INSTALL AS PER MANU.SFEG.'s. SEE PAGE "6-005"FOR NAILIN6 d STRAPPING DETAILS. *" SEE DOOR SCHEDULE FOR ALL CLASS DOORS FROM SAME MANUFACTURER •* FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER WINDOW CHART EGRESS ROU6Ff OPENING WINDOW DIMENSION CLEAR LIGHT VENT TA6 TYPE MODEL.# OPENING TEMP.p PROV. PROV, CONNECTION 'A' A5 _ WIDTH REOV. 20" PER PER WIDTH [ HEIGHT WIDTH HEIGHT HE16HT REOV.24 UNIT UNIT PER PAGE 6-005 OPEN RWV. 5.1 S.F. NEW RIDGE (I4)A CASEMENT 2'-II 5'-4 12.6 15.1 12b 1 (5)B CASEMENT GXI4[ 4'-5�" S'-O 4'-4�'" 2'-1 6.6 (5)G CASEMENT GWI2[ V-4 5.25 5.4 Sb (5)D TRANSOM ABI[ 3'-O�" 2'-O 2'-II 1.4 4Z �[ (12) E TRANSOM ARm[ 3'-O}" P-5 2'-II I'-5" 1.4 (I) F PICTURE AXNU51 51 6'-O�" 2'-II �" b'-0�" 3'-O�" 3.0 14.? I2 2 Lu (5)6 CASEMENT 4'-0 2'-'1 1" 4'-0' 'i.I 81 (1)H PICTURE P40'O 4'-0 4--0" 2'-II 9.4 9.4 - - - L)j -J 2 (2) I AWNING A51[ 5'-O 2'-O 4'-II �" 2'-0�" 2.5 ?.5 2.5 (5)J CASEMENT 12.0 12.6 12.0 (2) K 51DELI6HT H (2)L CASEMENT 4'-0 0 DOOR SCHEDULE DOOR IE MATERIAL " I LA U R E L AV E N U E TA6 DESCRIPTION I�IANUFAGTURER p NT6 NOTES 3 WIDTH HEIGHT (q WI-FI-GLOSINB I I LOT 3 FIR5T FLOOR 4 _ 101 SWING THERMA TRU 3'-b" 8' • 3 m I I 1955 LAUREL AVENUE 102 SLIDER [ ANDERSEN 12'-0" 8' 4 SOUTHOLD N.Y. 11971 105 SLIDER ANDERSEN 5'-0" 8' • f 104 SWING [[ THERMATRU 105 I I DRAWING TITLE: 106 GARAGE DOOR [ THERMATRU 11'-0" Q'-0" • 5 I I BUILDING SECTIONS 10"7 DOUBLE SWING [ JELDWEN 2'-6' 8'-0" • KITCHEN FOYER 108 IOQ SHINS [ JELDWEN 110 5WINS [ JELDWEN PAGE: III SWING [ JELDWEN 112 SHINS [� JELDWEN 2'-4" 8'-0" • II I[ IF A 303m. . 00 115 SHINS [ JELDPEN 2'-4" 114 SHIN 6 [ JELDWEN 2'-4" 115 SHINS JEL DATE: 01/19/24 9 OF 16 DWEN 2'-4" 8'-0' I • 116 SHINS [ JELDWEN 2'-6" 8'-O" • I��I f II'T SHINS [ JELDWEN 2'-4" 8'-0" • [��__�____JJJ 118 5WIN6 [ JELDI^!EN 2'-4" 8'-0" • [� BASEMENT 114 5WIN6 [[ JELDIOIEN 2'-4" 8'-0" • [� 1 Ap 120 SHIN JEDWEN IF a 121 5WIN6 [ THERMATRU 2'-8" 8'-0" [[ S G T I O I `► 2-2/ - O I p �. 122 SHINS [ JELMN 2'-b" 8'-0" • [� - ` L� SCALE: 1/4" E* 12°S SHINS JELDVEN S'-O" 8'-0" • [� +1 ` 001 SHINS THERMATRU 3'-O" 8'-0" • `�� ti, b 002 SHINS [ THERMATRU 3'-O" 8'-0" • �[ 00.2 [ SHINS [ THERMATRU 5'-0" E3'-0" L ® [ BUILDING 5ECTION NOTE5 ONEW ROOFING NOTE (TYPZ �- I. INSTALL NEW ASPHALT 5H'NOLE5. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 0 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W OVER 5.INSTALL 15 # BUILDING FELT N.O.N) OVER J O 4.1/2" GDX PLYHOOD 5HEA7'HIN6 (BLOCK ALL SEAMS) M 5. GAP SHINGLE OVER RIDOI° $ HIPS (AS REO'D) Q t (�J 6.PROVIDE RIDGE VENT(A5 REOV) �i �c Ln 'i. FLASH ALL VALLEYS (3) 8.INSTALL DRIP EDGE AS REO'D O 9. INSTALL ALL AS PER MANU. SPEG.'s — O >: C9 O2 TYPICAL ROOF $ CEILINGS CONSTRUCTION: Z 0 • NEW ROOFING AS NOTED d N • 1/2" GDX PLYHD SHEATHING LOCKING ® ALL PLYWD 2 X N SEAMS) O O 4-+• R.R., G.J., 8 C.T. AS NOTED ON PLANS (® SPANS OVER O� O 00 � �& INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) • PROVIDE R-25 SPRAY FOAM INSULATION W/R-21 BATT + N coLf) INSULATION Q O a 2 O • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES NEW EXTERIOR HALL CONSTRUCTION (TYP.): Og "TYVEK" HOUSE WRAP (VEINED) (OR EQUAL) UPON • 1/2" GDX PLYHD. 5HEATHIN6 (BLOCKIN(9 ® ALL PLYWD SEAMS) UPON • 2"x6" STUD5 ® I6" O.G. w/DBL. TOP PLATE • PROVIDE R-14 SPRAY FOAM INSULATION (R="/INCH) W/ R-11 BAIT INSULATION • 5/5" THK. 6YPSUM BD. WALL FINISH NEW 51 D I NC NOTE (TYP.): O I. INSTALL NEW 51DINO PER 14.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL A5 PER MAN'J. SPEC.'S r , 4.PROVIDE ALL NECESSARY TRIM FOR PROPER v INSTALLATION D 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: 4J W O I. FIN15H FLOORING TO SELECT 2. 5/4" T46 GDX PLYWD. 503FLOOR GLUED $ SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 1 -+- 'X' BRACE ® MIDSPAN 4. MIN. R-50 BAIT INSULATION (BETWEEN FIRST FLOOR 3 ' 1 12 FOUNDATION, AND BETHEE:N 6ARAOE $ 2ND FLOOR) v 5. 2" THK. SPRAY FOAM AT ELMO. PERIMETER RIM JOISTS 5 1/2 2 I 2 Q n� W 12 7 2 i � � 3 5 Q U FEI FE-11 Fill m 4 0o ao 4 0 0 5 GARAGE MUDROOM HALK-IN BEDROOM I CLOBET Y p• H 2 Z �i A-401 Lu ly V BASEMENT LLI PROJECT: SECTION 5-3/A-502 LAUREL AVENUE SCALE: 1/4" I'-O" LOT 3 1955 LAUREL AVENUE SOUTHOLD, N.Y. 11971 DRAWING TITLE: BUILDING SECTIONS PAGE: A-302mOO DATE: 01/19/24 10 OF 16 a fit` �r, PROVIDE 57RAPFIN6 4 NAILING AS PER CONNECTIONS 'D' 4 'E' IN CL "TYPICAL NAILING/STRAPPING Q REGUIREMEN75 FOR UPLIFT, SHEAR, 4 LATERAL RESISTANCE" PROVIDE 3" (MIN) GONG. COVER � ON PACE C-005 ® EA. JOIST / OF ALL REBAR WITHIN P. GONG, LLI STUD (A5 APPLICABLE) FOUND. WALLS 4 P. GONG. F76'5. LLI cu J PROVIDE INSULATION M HEADER AS NEW 2"x4" (BELOW STUD) 4 1. SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES Q +-+ (\j SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.'s; PER ENERGY TABLE 2"x6" (BELOW F.J.) P.T. SILL •— FLANS AND NOT PROJECTING MORE THAN 4v2" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON b7 PITCHED METAL 57AIRHAY;SEE HANDRAIL 6RIF SIZES ADJACENT COFFER TERMITE SHIELD O .— 'JOIST HANGER BY FLOOR SYSTEM AS NEW 5/8"4' HOOKED ANCHOR — w � O 51MFSON' OR EOUA: NOTED ON PLAN BOL75 w/ 3" 5OUAR z E WASHER 4 \— — FIRST FINISHED FLOOR OND6U003 FOR STUD HALL 4 INDICATED® a O (V Oi \ 48" O.G. FOR F.J. PLATE L0 .Y c X :3 (V z l` O O 4- i r- J GADE -� O m •a--'R O ll'2" MIN. SPACE BETWEEN \ -J N O C6 L0 I, WALL AND HANDRAIL \ f II — I I I Q O d 2 O -- 5/4" FINE RISER \ t-2_ G .,. le- s/4" FINE TREAD STANDARDS FOR O RI FFASLE HAND RAIL SCALE: N75 I — - loll *t p GROSS 5E07I0N I 0 MIN. \ a)z HANDRAIL I I" ROUNDED N051N6 4 CLEARANCE CIRCULAR NON—CIRCULAR w/Y4" RADIUS W (NOT INCLUDED IN #6 HOOKED VERT. I� r , N TREAD DIMENSION) II/ 4ii_(0 n ,.I/ REBAR ® 25" O.G. — - `J • V2n '/V4'1-2'1 PER1- 2Y4" — - (D MM� MIN. METER MAX. ° i W N I I .X. ° +J F ASPHALTIC DAMP lu PROOFING TO EXTERIOR v� V ffII — m II (3) 2"xl2" STRINGERS ® w/ R-21 F. GONG. FOUND. WALL ij ° — z • INSULATION, IF UNDERSIDE 15 FACING t (MIN. 4,000 P51) I. — Y. 5T0RA6E/NON-HA5ITAL SPACE ° ° II#4 HOR. CONT. REBAR ® cl�I _ Y2 GYP. BD. _ TOP,MIDDLE THIRDS, 4 I� ° STORtiOE UNDER BOTTOM OF WALL (4 TOTAL) (WHEN A,FFL I GALBE) I - II< — of F. GONG. CONT. FTC. � �I ° (MIN. 4,000 PSI) I 4" P. GONG. SLAB �I — ° I 6"x6"-IOxI0 W.W.M. BETWEEN CENTER 4 UPPER I OF SLAB I — - I SECURED IN PLACE DURING POUR Ij _ TREATED 2"xl2" SILL FOR CONTACT w/GONG. (IF APPLICABLE) - BASEMENT I 6 MIL POLY MOISTURE RETARDI .6ERI ° 4" GRAVEL BASE ° (5) I5 HOR. CONT.I REBAR �00' MPACTI FILL PRO\/. GLEAN 777777 INTERIOR MOOD 5TA I R DETA I L A-4ol.00 _ ,_ 2 FOUNDATION l�lAL•L DETAIL SCALE: 5/4„ — I O A-401.00 SCALE: 5/4" = 1'-0" 01 2'-0" LAP (TYP.) to I I II w I I 0 I ------------ II I d -----— 77- TYP. ROOFING (SEE —————— ——rtl— SE(:TION NOTES)S) / I I II NOTE:- w TYP. ROOF CONSTRUCTION Q�•/ #5 REBAR (TYP) Q I I I I. IF FINISH MASONRY USED (SUCH AS ~ (SEE SECTION N017ES) J I I BLUESTONE) - MASON TO ADJUST / #5 BENT I I I HOHT OF LANDING A5 REOV TO La I 'SIMPSON' H2.5A / / REBAR (TYP) O I ( I ACCOUNT FOR FINISH MASONRY PROJECT: RAFTER TIE'- N I 2. ALL HORZ.SURFACES SHALL BE PITCHED m 1:4b AWAY FROM BUILDING 5. FOR SLA55 AWTTIN6 FRAMING, INSTALL LA U R E L AV E N U E COPPER FLASHING FROM 12"ABOVE AND T J ADJACENT TO SLAB, BED ALL FLASHING 0 /� IN ASPHALTIC MASTIC 4' P.GONG.SLAB L w/bx6 10/10 MM G.J. AS PER PLAN I STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED I STAIR WIDTH = 4'-0" �(TYP.) FILL FASCIA BOARDRADE PROPOSED NEW AREA= bo S.F.sF 1955 LAUREL AVENUE 60 5 Ft. X 0.1-7= 5.5 REBAR BENT TO ° --Q^-• -_ BEAM AS PER PLAN/ CORNER CONNECTION 55/3�1= 2.1 VERT. FT. OF 2' DIA RING REO. SLAB AS SHOWN ={=___-_�__�. `t PRE-FAB. RAILING w/ REOUIREMENTS SOUTHOLD, N.Y. 11971 PROVIDE (1) 2' PIA. X V-O" DEEP STORM y a \ \ \ z AS PER PLAN. RAIL SHALL HAVE WATER LEACHING SYSTEM •'i //\//\//\// CAPACITY TO RESIST 200 LB5 OF LATERAL LOAD. MATERIALS SHALL "SIMPSON" PG64 NEH "SIMPSON" LU526 yy° /� //\// BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: i DIPPED 6ALV., EPDXY PAINTED STL., (FOR 3 PLY BM) GALVANIZED JOIST y� 6� 'SIMPSON" BG52-2/4 01 i• °•/ �/ \/ / EPDXY PAINTED WROUGHT IRON. - HANCER (I) #4 REBAR ® EA. / ti / / / / / � DESIGN DETAILS (FOR 2 PLY BM) #5 REBAR (TYP) 2'-0" LAP STEP;3" GVR® ENDS C \/\ \/\/\/\/\/ 1 BEND REBAR (TYP) //\\//\\//\\//\\//\\//\\//\\// PER RAIL MANU• TO SLAB ATTACHMENT AS -------I-- -i --� --------- 10' °a °�� \�\\�\\ \\�\\�\\�\\�\\�\\�\\/ ALL P. GONG. SHALL 4 P. GONG.SLAB w/ LANDING I tIN• a• /� //\/\// /COMPACTED /\//\//\// O BE 4,000 PSI (MIN.) 6"xb"-10/10 W.W.M.UPON ------- y \ \ \ \ \ z COMPACTED FILL ----- I I'r ` X \//j//j///// " j!L j "/j//j//j//j/// p (1) #4 REBAR it • \\ \\ PAGE: -----_-- =-- 1---} -------- mQ °• '; \ \\#4RE\BAR® 10\�\\/�\� //\\�\\�\\� ZO CONT. w II• \/%\/j\ II 4" P. GONG.SLAB w/ 2"x4" r '�� /\/\ \'O.C. (MIN. 3) \/\/\/\/\/\/ / \ \ \ 6"xb"-10/10 W.W.M. KEYWAY ° ' �i'�� \ \ \ \ \ \ \ \ \ _ #5 REBAR ® 56" O.G. /\ I \/\/\/ \/\/\/\/\/\ It x // // P.T. POST A5 =____ __=�y�——) I——————— UPON COMPACTED FILL \�\�\�\Y \j\j\�\�\\ - O •' \ \ ■ PER PLAN I I I——— 4" DRAIN CONNECTED //// /\ /\/\ GRADE Il r \/\/\/ �� I // / COMPACTED OO TO EXIST.MAIN LINE ✓ii�° �' // // // // // // // // // // // // // // \\ \\ FILL \/\\\\\/ 5" THK. P. / // // GONG. WALL III \ \ \ \ \ \ \ SHALL BE\ ALL P. GONG. \/\/\/ I DATE: 01 li #5 BE _ li //�//\��\//�//�//�//�//�//�/ 4A00 P51 (MIN) \//\//\// #5 BENT REBAR DATE: /19/24 11 OF 16 REBAR (TYP) #4 REBAR CONT. ® 10 O.G. (MIN. 3) J°\\ \\/ \/\\/\\/\\/\\/\\/\\/ /\\/\\/ O.G. I�IL° iv // // z I Il \ \ (I) #4 REBAR GONT. 9I \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ (1) #4 REBAR I \/\/\/\/\/\/\/\/\/\/\/\/ _ CONT. ® BOTTOM POSTB N #5 BENT REBAR ® 12 O.G. I I \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// I POST BASE PER I I I I " O I \ \ I I I I�• \\/\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j\\j 1e" HIDE x 12" DEEP 11 POST SIZE 8" THK. P. GONG. HALL-- I . // // // // // // // // // // // // // // // // // P. GONG. FT6. \ \\ \\ F9 ,•�, (1) #4 REBAR CONT. 11 .. \//cJ 0(5) 5 HOR. ' film. IS" WIDE x 12" DEEP ••° \//%//j//j\//j\//j\//\\//\\//\\//\\//\\//\\//\\//\\//\\//\\// REBAR °•, C P. GONG. FT6. \\ \\ \\ \\ \\ \\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/ � "' .✓ STONE PATIO AS PER PLAN a 'T' CONNECTION " " 3" 2) #5 HOR. REBAR "e GO\/F_RED FORGH DETAIL o �` R A-401.00 SCALE: 514" = 1'-0" rzXT R I OR M SORRY ST, I R D T I EXTERIOR MASONRY D DECK ETAIL F� �• RE5AR OVERLAP DETA I L A-401.00 � _ � 11 A-4C 1) 50ALE: 5/4" A-401.00 SCALE: 3/4 — I —O SCALE: 5/4" = 1'-0" PROVIDE BEAM SPLICE p_ CENTERED ABOVE COL. Q WHEN NOTED ON PLANS 0 Lu (4) 3/8" H.D.G. LAG Lu c6 BOL75 (PREDRILLED) M FLOOR SYSTEM AS Q 4-J (V NOTED ON PLAN 'C Lr) _ NEW STL. GAP PL. 'A', 'B', — — — — — — � — — OR 'G' (PER BEAM GONFI&) FLOOR WOOD BEAM � .— O / O WELDED TO COL.;SEE GAP AS NOTED ON PLAN (.0 \ / FL. DETAILS i z .— NEW 3-1/2" O.D. SCH 40 0 C (U 0 3/8" THK. PL. NEW BASE PLATE 'A' HOT DIP &ALV. STL. COL. d '� I 5/8" THK. H.D. WELDED TO COL.;SEE (ASTM AI23) AS PER >1 , U n /4 GALV. PL. BASE PL. DETABOLT06R STEELL (OR EQUAL)FOUND. PLAN BY IMS O O 0 /4 PROVIDE GOD JOINT NEW 4" P. � C\j� m .4-J � CAP PLATE 'A' AT GONG. SEAMS (TYP.) GONG. SLAB C 0 O co Q a � O FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER •. ° . II °I ' ' a 1 .d _ 4" GRAVEL BASE ° NEW (2) #5 HOR. PROVIDE BEAM SPLICE —8 ii REBAR UPON (2) #5 CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG NEW 18"xl8"xl2„ HOR. REBAR (4 TOTAL) WHEN NOTED ON PLANS DEEP P. GONG. PAD �J — — — — — — — BOLTS (PREDRILLED) FT6. (MIN. 4,000 P51) S>SHPfESILED FILL V • — CD 4_j m PERMAGAST COLUMN AS PER PLANS; INSTALL AS O \\� -f- O PER MANU. SPECIFICATIONS 5/8" THK. PL. 1�4 y411 5/8" THK.7H.p.GALV. PL STEEL COLUMN, FOOT 1 NO DETAIL III • - A _ � �� CAP PLATE B -402.0 SCALE: 5/4„ - I -O n 1 - AM W POST BASE PER MANU. U. VJ SPECIFICATIONS FOR CONNECTION OF 5TL. COL. TO (5) I-5/4" WIDE Q LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE P5L FLOOR _ 4" GONG. SLAB 1i ZZ FINISHED a a I ° n ORADE PROVIDE BEAM SPLICE CENTERED ABOVE COL. (4) 5/8" H.D.G. LAG WHEN NOTED ON PLANS BOL75 (PREDRILLED) FLOOR SYSTEM AS &BADE // /\/ BAOKFILL _ — — — — — — NOTED ON PLAN �� OR 'G' (PER BEAM GONFI&J FLOOR WOOD BEAM a ° \// \� EVERY 6OMPACTED — — — — — O f \� I/2 WEL EDNEN T O GL. OL.;5EIE CAP AP PL. 'A' 'B', AS NOTED ON PLAN /�/ EXTEND FOUND. WALL 4 FT6. AT I PL. DETAILS j NEH 3-1/2" O.D. 5GH 40 COL. PER FOUND. PLAN;PROVIDE — — — — — — // O NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. ADDITIONAL (2) #5 VERT. REBAR O WELDED TO COL.;SEE (ASTM AI23) AS PER z \ \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS d (1) #5 HOR. REBAR IN BOLTING — — — — — 44" MAX. SILL a \\/ \�j/\\� ENLARGED FT6. 3/8" THK. PL. I ii I li TNE4 (PR EQUAL) HEIGHT AS - \\ \/\\ 4 5/8 THK. H.D. PROVIDE GOLD JOINT GONG. SLAB PER CODE I ° / GAL\/. PL. AT GONG. SEAMS (TYP) °a EXTERIOR MASONRY DECK CAP PLATE 'Ci' • . d .d • �I . ° a. ° ° OUND. WALL 8 FT6. AS PER 8 DETAIL X/A-XXX FOR CONNECTION OF 5TL. COL. TO (5) I-5/4" WIDE LVL •wd d ___J LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL •• ° BASEMENT LUMBER OR 5.25" WIDE 1-5L, AS WELL AS (2) I-514" WIDE FLOOR LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 4" &RAVEL BASE °I I •I I NEW (5) #5 HOR. REBAR UPON (5) #5 NEW 24"x24"AZ' HOR. REBAR (6 TOTAL) DEEP P. GONG. PAD COMPACTED FILL FT6. (MIN. 4,000 PSI) -- — - - Z w EO RESS Val I NDON NELL DETAIL 2 PERMACAST COLUMN DETAIL STEEL COLUMN CAP SASE PLATE DETAILS 0 U A 402.2g SCALE: NTS A-402.0 A-402.0 SCALE: 5/4" = 1'-O" SCALE: 5" = 1'-0" a 0 STEEL COLUMN FOOTI NO DETAIL PROJECT: REINFORCED CONCRETE A-402.0 SCALE: 3/4" = I'-O" 8 THICK � O S A5 LAUREL AVENUE LOT 3 O RASS SHOULDER AREA (T)'P.) 24 DIAMETER CAST IRON OR DEFINED SURFACE GO\/ER I N ET ORATE FRAME 1955 LAUREL AVENUE FLOOR SYSTEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN OR G (PER BEAM GONFI&J NEW 5TL. GAP N1 'B', FLOOR WOOD BEAM DRAWING TITLE: SEE CAP AS NOTED ON PLAN WELDED TO GOPL�. DETAILS DESIGN DETAILS NEW 3-1/2" O.D. 5GH 40 NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. -I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑JE] WELDED TO COL.;5EE (ASTM AI23) A5 PER BASE PL. DETAILS FOR FOUND.BOLTIN& STEELL (ORAEOUAL)N BY IMS NEW 4" P. PROVIDE GOLD JOINT GONG. SLABAT GONG. SEAMS (TYPJ PAGE: LU CL ❑ III= , d • °.. �, �� ® . ®® I • d jf d°IL _ °• ° °4 GRAVEL BASE DATE: 01 19 24 ° :YC-COMPACTED FILL � � 12 OF 16 �y PRECAST GONG. NEW 3O"x3O"xIV' e I ^ DEEP P. GONG. PAD \ " �,� NEW (4) 05 HOR. �1 O ROUND LEACH I NO R I NO. SEE REBAR UPON (4) #5 FT6. (MIN. 4p00 P51) HOB. REBAR (8 TOTAL) WATER CALCULATIONS ON -- S 1 TE PLAN FOR REO'D EFFECTI\/E DEPTH 2 -O DIAMETER AS 2 -all MIN. PER SITE PLAN MIN. GLEAN SAND I$ ORA\/EL FILL _ DRYhIELL DETAIL w, ,�d' Q•6 k P A-402.0 _ ( STEEL COLUMN 4 FOOT I NO DETA I L SCALE: I/2„ - I O A-402.0 SCALE: 5/4" = 1'-0" l5E NEf;P-,AL 5'%-rI " 50L <E I _ EXISTING NEW PARTIAL HE16HT TO BE DEMOLISHED W QOOD FRAME (L.6. 5TL. WHEN APPLICABLE) EXISTING TO REMAIN Q NEW WOOD FRAME (L.6. NEW FOUNDATION WALL Lu STL. WHEN APPLICABLE) N C7 NEW I-HP: FIRE RATED ElMIN. (2) 2"x4" 5TRUCTURAL Q CV WOOD FRAME (L.6. 5TL. PO5T FOR 4" WALL5 Lo WHEN APPLICABLE) (MIN. (2) 2"x(b" STRUCTURAL F05T FOR 6" WALL5), U.O.N. O NEW 2-H11Z FIRE RATED • (,Q WOOD FIRAME (L.6. 5TL. Z '- WHEN APPLICABLE) CL X (V O 4-+ O Om •ZC9 POST 4 COLUMN DE516NATIONS: 4-J U) STRUCTURAL PLAN P�OTES POSTS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O 0 c6 SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY 4B 4B Q d O OSUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENT5. ° ABOVE INDICATED POSTS/BEAMS. OSTACKED POST/COLUMN: 0'� - - - - - - - - - - - - - - - - •-, - - -I n1 2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH I (I) 2 x4 POST BI (U 2 xb POST W POST OR COLUMN ON FLOOR BELOW/ABOVE. � � I •'' `✓ INTERIOR LOAD BEARING WALL (ABOVE): (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY _,__�� UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. �""i (5) 2 x4 POST B5 (5) 2 xb POST HOLDOWN (IST TO 2ND FLOOR): HOLDOWN 'A' AS PER PAGE 6-005 (4) 2"x4" POST �---a (4) 2"xb" POST :. SG �+ •�- OHOLDOWN (FOUNDATION TO 1ST FLOOR): 4B HOLDOWN 'B' AS PER PAGE 6-005 "`(J (5) 2"x4" P05T BS (5) 2"x9" POST NEW REINFORCED P. GONG. SLAB v 5B I. NEW 4" THK. P. GONG. SLAB w/WxW-10/10 W.W.M. UPON O in 0 2. 6 MIL POLY VAPOR BARRIER UPON 5-1/2" O.D. SGH 40 5-1/2" O.D. 5GH 40 in 5. 4" (MIN) GRAVEL BASE ---® 5TL. COL. (ASTM �'� 5TL. COL (A5TM A125) BY 51M5 AI25) BY SIMS ® _ 6B 'D 4 DEEP P. GONG. PAD FOOTING AS PER STEEL (OR EQ.) STEEL (OR EQ) I r ` DETAIL 2/A-401. ; + I v 7A STRUCTURAL PERMAGAST COLUMN (8,000 LBS): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: ( I • =' O STRUCTURAL SQUARE PERMAGAST COLUMN 5,000 LBS LOAD BEARING CAPACI--Y. BEAM w/ MIN. PLACEMENT SHALL ENSURE CONCENTR I BE I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ RG LOADING OF FOUNDATIONS BY AN ANGLE OF 45• PROJECTED OUTWARD AND - _ _ _ _ _ _ _ _ _ _ _ _ _ O COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMAGAST COLUMN FOOTING (PAD FT6.) 7B PERMAGAST COLUMN UPON 12"4) P. GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION qB 6B 6B Q L �• L ,J• t,. 12 12 UPON 24"x24"x12" DEEP P. GONG. FCOTIN6 AS PER SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � DETAIL 6 A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 1A 1A - (5) 1.� "xI1.5.7r, 2.0E LVL DRP. GIRDER ' ENCOUNTERED. I •, •, `• , .. ,. .. 'IB 'IB I - - +- - - ---�-9 -�- - - �• m 8G 24"xl2" DEEP P. GONG. CONTINUOUS 1=OOTIN6 - - - - - - - - - - - - - - - - AS PER DETAILS 5/A-401 d q/A-401 (TYP) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I _ I L J L J TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 8 4. ALL FOUNDATION WORK SHALL BE 4p00 P51 POURED CONCRETE AT 13 I 'f'-6" '-4" -7'-6" O REO.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE d 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED ( O CARBON STEEL A5TMA615 GRADE 60. NAM FOR SLABS DO NOT ram- - Oto TYPICAL P. GONG. FOOTING 1^IALL CONSTRUCTION: NEED TO BE EPDXY COATED. d? I SG • 2 xb P.T. BILL P E w LAT / COPPER TERMITE SHIELD $ = SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. ' • ANCHOR BOLTS AS PER PAGE 6-005 6 SU.�ALL BE STAG EKED.SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ( 12 _ 12 L - - - - - 101- - - - _ - - - - - - - - - - - - - - - - - - - - - 45 4B • P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® (5) I.-75"xI l 8'i5" IOE LVL DRP. 6IRDE ;. •,, y f U BASEMENT, DETAIL 8/A-401 ® CRAWL5PACE, d DETAIL T, PROVIDE MECHANICAL DEVICES TO HOLD STEEL s HARDWARE IN I E '7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURIN6 4 MAINTAIN REOUIRED CLEARANCES, (�3) I,75"x11.875" 2.OE LVL DRP. 61RD J L - - - _ _ - - - - - - - _ J 0 _ - - - - - - - - - - - - - - - - - - - - - - • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERAOE5, AND PLUMBNE55. - r' • ASPHALTIC MASTIC DAMP PROOMN6 TO EXTERIOR I - • B.O. FOOTING 5'-0" BELOW 6RADE MIN. 8. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT • 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING CONCRETE MIXTURE J FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ONEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 8G II I, MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 45 45 O J O p O 46 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50"9 �p W �p �p � - - - - - - - - - - - - - - - - - - - - - - F- 5.DEL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DEBION MIX SHALL BE BY OTHERS. 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-41 INSULATION ABOVE w/ND. FR. (05. EQ.) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 506. F7- DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE 8E PLACED ON FROZEN GROUND (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I Z THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. 5. INSTALL AS PER MANU. SPEC.s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - - - REMOVE AS REQ'D. Z 12 BEAM POCKET (TYP) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE _ TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. 12 I2 I5 0 PORCHES / PA7105: U I. SEE NOTED DETAILS '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER bB - 6B 6B 6B 2. ALL HORZ. SURFACES SHALL BE PITCHED ® I:48 AWA" AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. - FROM BUILDING I (5� I.-!5 x1I.8'75 2.OE LVL DRP. 61RDE7� (5 I.15 xII.B-f5 2.0E LVL DRP. 61RDEi (5 I.'15"x11 51r?" 2.OE LVL DRP. 61RDE 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE: SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. - - - -I- - - 9 -11 � - - FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLA5HIN6 IN ASPHALTIC MASTIC q. NON-CHLORIDE, NON-CORRO51VE ACCELERANT ADMIXTURES ARE I- J L J �- -� L J L J 4. PORCH / PATIO WALLS OF SEPARATE: POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I I 10'-5" 10'-5" I BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER (A5TM 04g4/04g4M, TYPES G AND E). d TO MAIN FOUND. I I z 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARINe AREAS EXCEED ONE SQUARE INCH. I ,• ( ® I PROJECT: EXTENDED FRAMING TO ROOF RAFTERS: ll. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR REACHED A COMPRE551VE STRENGTH OF 500 FBI. I I r�' ! HEADER(BELOW) TO R.R(ABOVE). i LA U R E L AV E N U E ®12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I 4B 45 LOT 3 Ha- 1 - - - to - - ° I I I I 501L BEARING CAPACITY NOTE: ° - - - :' o I I 1955 LAUREL AVENUE STRUCTURAL DEVON OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TOWS.F. SOUTHOLD, N.Y. 11971 r- - - - - - - - - - - I � ® NW F.J. p W 0I6" O.G. z I 4B 4B G DRAWING TITLE: - - - - - - - - - - - L - - - - - - - - - - - - - - - - - - --- PROPOSED STRUCTURAL PLAN I - - - - - - - - - - - - - - - - - - - - - - - - - - - � (5) L'15"x11.8"t5" OE J IO LVL DRP. 6IRD R - - - - - - - - - - - I I 4B .°9 I a' I I I 4B r 15 ,A I I G to I I PAGE: � ® I B - - - - - - - - - - - - - - - - - - j 45 SG 4 'iB '7A 7A 'IB 7B B 45 II _ TAS-101000 - - - - - - - .r r - - - - - , - - - - - - - - - - - - - - - - - - - - - - - -� L - - - - - - - - - - - - - - - 1-- - ---- - ---- - -_ - - - - - - - - - - - DATE: 01/19/24 13 OF16 PROPOSED FOUNDATION STRUCTURAL PLAN .�� SCALE: 1/4" = I'-O' `v ' Q] M' (P � �5 b 4 (5- ENE AL 5*%-r I�50L 'KEG : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHTWOOD FRAME (L.6. STL. Q EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.C. NEW FOUNDATION WALL LLI 5TL. WHEN APPLICABLE) J (M NEl^1 I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q :L- N WOOD FRAME (L.6. 5TL. P05T FOR 4" WALLS c L0 WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL P05T FOR 6" WALLS), U.O.N. NEVI 2-HR FIRE RATED WOOD FRAME (L.6. 5TL. L- WHE:N APPLICABLE) a ,� � 2: X N O +- 1 L pm •+-� � POST $ COLUMN DESIGNATIONS: a-' L0 STRUCTURAL PLAN NOTES P05TS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED C N O c6 O SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q CI: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACRO55 MULTIPLE SPAN5. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POST5/BEAMS. OSTACKED POST/COLUMN: ---EI (I) 2"x4" POST 0 BI (I) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH VJ POST OR COLUMN ON FLOOR BELOW/ABOVE. \ / INTERIOR LOAD BEARING WALL (ABOVE): (2) 2"x4" POST B2 (2) 2"x6" POST AS INDICATED BY DASHED OU-LINE. \ / ALIGN 5'UD5 OF BEARING WALLS TO LAND DIRECTLY - UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. (3) 2"x4" POST B3 (3) 2"xb" POST HOEDOWN (IST TO 2ND FLOOR): HOLDOWN 'A' AS PER PAGE 6-005 --H (4) 2"x4" P05T B4 (4) 2"x6" P05T HOLDOWN (FOUNDATION TO 15T FLOOR): 4B HOLDOWN 'B' AS PER PAGE 6-005 (5) 2"x4" POST B5 (5) 2"xb" POST I ��® 6 110.G. G OSET I NEW REINFORCED P. GONG. SLAB BEDROOM I S.F. SB I. NEW 4" THK. P. GONG. SLAB W 6"xb"-IO/IO W.W.M. UPON s2,S.F. I ,8 -i ,..lam 2. 6 MIL POLY VAPOR BARRIER UPON 5-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 V V • 5. 4" (MIN.) GRAVEL 5A5E ---® 5TL. COL. (ASTM O---a STL. COL (A5TM AI23) BY SIMS AI23) BY SIMS iV 6B 24 x 400TINO DEEP P. GONG. PAD FOOTING AS PER STEEL (OR EQ.) STEEL (OR EQ) I ® I DETAIL 2/A-40I. U STRUCTURAL PERMAGAST COLUMN (5.000 L55): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 7A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. I - - - - - 6,000 LBS LOAD BEARING CAPACITY. BEAM r - PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT L/ J FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND �D V COLUMN, AS PER MANUFACTURE:_R SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. / x O \ PERMAGAST COLUMN FOOTING (PAD FT6.) _ _ _ _ _ _ / w \ v TB PERMAGAST COLUMN UPON I2"<D P. GONG. SONOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION �- - �� ® J Q UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR (2) 1.-15"xll.a'15" 2.OE LVL DRP. (2) I.TS"xll.8'I5" 2.OE LVL DRP. / \ Q DETAIL b/A-40I. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER HDR. WRAP W/ Ix AZEK TRIM HDR. WRAP W/ Ix AZEK TRIM DEL. G.J. lL ENCOUNTERED. O24"xl2" DEEP P. GONG. CONTINUOUS FOOTING 3: COVERED 8G AS PER DETAILS 8/A-401 4 q/A-401 (TYPJ 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. U O PORCH V V 28q.5 S.F. V UJ O TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT .�pp 0 0 al q REO�I T ENTRY ACCOMMODATE (VERIFYDIM."FIELD)OR CLOSURE 4 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 51 a CODE. I `�xj�mPHE I G SET 5. ALL REINFORCEMENT BAR5 SHALL BE DEFORMED EPDXY COATED I ®} 54 S.F. O O FOOTIN T CARBON STEEL A5TMA6I5 GRADE 60. MM FOR SLABS DO NOT TYPICAL P. GONG. G d WALL CONSTRUCTION: I y y � - - - - lo • 2"xb" P.T. SILL PLATE w/ COPPER TERMITE SHIELD 4 NEED TO BE EPDXY COATED. WALK-IN SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHEL=. b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS G 05ET • ANCHOR BOLTS A5 PER PAc5E 6-005 SHALL BE 5TA66ERED. NEW 2"X5" G.J. 55 S.F. • P. GONG. FOUND. WALL AS PER DETAILS q/A-40I ® ® I6" O.G. I BATHROOM I BASEMENT, DETAIL 5/A-40I ® GRAWLSPACE, 4 DETAIL _-I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN V �j V '1/A-401 ® 5LAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, NEW 2"Xa" C.J. (27 1•"I5" 757S HD 5) I."I5"xll.b'75" 2.0E LVL HDR, • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERACE5, AND PLUMBNE55. 6 16" 0.G, • ASPHALTIC MASTIC DAMP F'ROOFIN6 TO EXTERIOR BEDROOM 2 J N N • B.O. FOOTING V-O" BELOW GRADE MIN. b. CEMENT SHALL CONFORM TO ASTM G-55 FOR STANDARD WEIGHT 246 S.F. - z ® z • I/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE) UD OOM • AIR ENTRAIN P. GONG. FOR'PORCHES /PATIOS STOOPS (WHEN APPLICABLE) GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE o • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - o 0 II NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE O I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. O 2.SIZE TO FIT MECH. EQUIP. TH'RU OPENING (MIN. 22"x309 DEL. G.J. 5.DBL. FRAMING WHEN NEW OPENING,U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. _ O KITCHEN 4.WEATHERSTRIP ACCESS OPE:NIN6 4 PROVIDE R-41 212 S.F DINING ROOM DBL. G.J. O INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL NEW 2 XS„ G.J. - RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. ® Ib" O.G. 2qo S.F. DWELLIN6 WHEN OPENED, AS PER NY5 EGG R402.2.4 - - - - - - - - - - NEW 2"Xa" C. . (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / � PANTRY - - - - - (OMITTHER HL ENVELOPE C BUIVOIES,). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO V 5"I S.F. -- -- -- -- ® I6" O.G. TEMPERATURES WITHIN 10° F OF CONCRETE. 5. INSTALL AS PER MANU. SPEC. o - - - - - - - - - - - - -T 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGESS. ao S.F. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REOV. ® z Z 12 BEAM POCKET (TYP) wz A � _ v / / y E 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE � I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. O O ® u � O 13 0 PORGHE5 / PATIOS: < 0 v I. SEE NOTED DETAILS 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR HIGHER " - 6 2. ALL HORZ. SURFACES SHALL_ BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. ® \ FROM BUILDING O I \ 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. O 0 0 ') \ x FLA5HIN6 FROM I2 ABOVE AND ADJACENT TO SLAB, r BED ALL FLASHING IN ASPHALTIC MASTIC q. NON-CHLORIDE,NON-CORROSIVE ACCELERANT ADMIXTURES ARE 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI =506 - y p � z L _ - - _ - - - _ _ _ _ _ BE DOWELED w/ #5 ® 6" O.0. VERTICAL TO EA. OTHER (A5TM G4g4/G4g4M, TYPES G AND E). _ - \ 0 4 TO MAIN FOUND. F- 7 L - _ _ _ 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL _ G �) I.'i5"xll.b'15` 2.OE LVL DRP. HDR AREAS EXCEED ONE SQUARE INCH. 0 PROJECT: 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING _ O m 51 S.F. - - - - - : BATHROOM 3 L - J F- - I1. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 81 S.F. FOYER / \ O EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS :fl _ _ _ _ _ _ _ _ _ ' I[� `' AI 15 PROVIDE FRAMING EXTENDIN6 FROM WALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 500 PSI. " 64 5.F. / \ I LA V 1 \ L A Y 1 --- HEADER (BELOW) TO R.R(ABOVE). UE 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI 506. GALOSET / \ NEW 2'Xa" C / / / i 15 S.F. LOT 3 tu d� o < ci 0 O / ci GREAT ROOM _ 501L BEARING CAPACITY NOTE: N!D- / 415 S.F. \ "- U) 1955 LAUREL AVENUE STRUCTURAL DESIGN OF FOCTINC75 ASSUMES A SOIL 7 PARLOR K ® 3: ® x BEARING CAPACITY OF 1.0 TON/S.F. 1'72 S.F. z r SOUTHOLD, N.Y. 11971 \ L - - - - - - - - - - - - - -- NEW 2"xa" G.J. 1 ono 7 / I L - \ DRAWING TITLE: � � J5 / - - - - - BEDROOM 3 � / I PROPOSED STRUCTURAL PLAN Ko 2.0E LVL FLSH. HDR. COVERED PORCH H V lL 151T� S.F. `j u- �►L PAGE: L - - - - - - - - -- - ® . ®® Dm " 5,2.0E LVL HDR. WRAP W/ Ix AZEK TRIM DATE: 01/19/24 14 OF 16 PROPOSED FIRST FLOOR STRUCTURAL PLAN F q - . SCALE: 1/4" 1' (__/]- I `tEF�,AL 5 I �5OL I\E I : a _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5%. Q WHEN APPL I GABLE) EXIST�NG TO REMAIN o NEW WOOD FRAME (L.G. NEW FOUNDATION WALL Lu 5TL. WHEN APPLICABLE) .wJ co M NEW I-•HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q •}' CV WOOD FRAME (L.G. STL. P05T FOR 4" WALLS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL5), U.O.N. O NEW 2-HR FIRE RATED }: 0 WOOD FRAME (L.G. 5%. WHEN APPL I GABLE) a •(>3 Y X � (V O 4- 1 O 00m •ZC9 N STRUCTURAL FLAN NOTES P05T 8 COLUMN DESIGNATIONS: 4-+ a-J Ln POSTS b COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED � O O m INGLE SPAN STRUCTURAL ME`.MBER:BE CONTINUOUS A5 FOLLOW5. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q d O S O 51NOLE 5P MEMBER SHALL NOT SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FR OTHER CONSTRUCTION DOCUMENT NOTES R STANDARD ABOVE INDICATED PO5T5/BEAMS. FRAMING REQUIREMENTS. STACKED PO5T/COLUMN:O LOCATE INDICATED P05T OR 001-UMN ABOVE/BENEAT-f (I) 2"x4" POST 8 BI (I) 2"xb" POST O O POST OR COLUMN ON FLOOR BELOW/ABOVE. `fl INTERIOR LOAD BEARING WALL (ABOVE): (2) 2"x4" POST B2 (2) 2"xb" POST x= AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. --� (5) 2"x4" POST B5 (5) 2"xb" POST HOLD OWN (I5T TO 2ND FLOOF0: HOLDOWN 'A' AS PER PAGE 6-005 (4) 2"x4" POST 574 (4) 2"xb" P05T U HOLDOWN (FOUNDATION TO I FLOOR): n ,4B HOLDOWN 'B' AS PER PAGE 6-005 (5) 2"x4" POST $5 (5) 2"xb" POST W NEW REINFORCED P. GONG. 5LA5 ..�J 5B I. NEW 4" THK. P. GONG. SLAB k4/6"x6"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 5. 4" (MIN) &RAVEL BASE ---� 5TL. COL. (ASTM �� 5TL. COL (A5TM AI25) BY 51M5 AI25) BY 51M5 NEW 2"XIO" R.R. PAD FOOTING STEEL (OR EQ.) STEEL (OR EQ) 6B 24"x24"xI2" DEEP P. GONG. PAD 1=00TIN6 A5 PER DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (6,000 LB5); POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 7P STRUCTURAL SQUARE PERMAGA5'r COLUMN H/MIN. NEW 2"XIO" R.R. 5,000 LES LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERM CAST COLUMN FOOTING (PAD FTC.) a Q 7B PERMAGAST COLUMN UPON 12"4P F. GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION R' V UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 0 dJ 0 ENCOUNTERED. cV N O24"xI2" DEEP P. GONG. CONTINUOUS FOOTING o AS PER DETAILS 6/A-401 a q/A-401 (TYP.) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. Q NEW 2"XIO" R.R. � TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT ® I6" O.G. O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. N DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED TYPICAL P. GONG. FOOTING s WALL CONSTRUCTION: CARBON STEEL A57MA615 GRADE 60. WWM FOR SLABS DO NOT 10 • 2"x6" P.T. SILL PLATE W COPPER TERMITE SHIELD E NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS w • ANCHOR BOLTS AS PER PACE 6-005 SHALL BE 5TA66ERED. NEW 2"XIO" R.R. Q • P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® BASEMENT, DETAIL 8/A-401 ® GRAWLSPAGE, d DETAIL 7, PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN - 7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REOUIRED GLEARANGE5, • P. GONG. FT&. AS PER DETAIL(5) NOTED SEPARATELY COVERA6E5, AND PLUMBNE55. x • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • S.O. FOOTIN6 5'-0" BELOW GRADE MIN. 6. CEMENT SHALL CONFORM TO A5TM G-55 FOR STANDARD WEIGHT • 1/2" EXPANSION JOINT® PERIM=-TER OF SLAB (WHEN CONCRETE. APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / STOOPS (WHEN APPLICABLE) • MA50N TO ACCOUNT FOR FINI°H STONE ON THIN SET CONGETE - GOLD WEATHER POURING $ CONCRETE MIXTURE {� O 0 O O `��p FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) X X I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF II NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. v 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50"9 2 SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. �\Q 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-401 INSULATION ABOVE w/WV. FR. (OR EQ.) BAFFLE OR 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL o RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. STILL NEED TO 51ZE 5. INSTALL AS PER MANU. 5PEG.s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5, IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. Es to REMOVE A5 REQ'D. z 12 BEAM POCKET (TYP.) ui 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE w TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. NEW 2"X6" R.R. - -7 (Y NEW 2 XIO R.R. p 13 0 PORCHES / PAT105: I. SEE NOTED DETAILS 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR H16HER 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. � Q� �� �R w FROM BUILDING _ Q 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC q. NON-CHLORIDE,NON-CORRO51VE ACCELERANT ADMIXTURES ARE (a 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 ��� x _ (3) I."f5" Il.i'15" LVL,�IEADER IW- BE DOWELED w/#5 ® 6" O.G. VERTICAL TO EA. OTHER (ASTM 0414/0414M, TYPES G AND E). d TO MAIN FOUND. o x 0 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL {� cV 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. vP N I �' +'�-. PROJECT: I1. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED Q NEW 2"X6" R.R. �15 EXTENDED FF:AMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWINGO.G. UNTIL CONCRETE HAS w ® 16" O v r w O PROVIDE FRAMING EXTENDIN6 FF OM WALL,BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 500 P51. N ,� �! L�`� LAU R E L AVE N U E HEADER (BELOW) TO R.R(ABOVE). x NEW 2"X6" R.R. > N (V - 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. cV ® 16" O.G. +ii `R W X ® LOT 3 UJ c4 � i >s z NEW 2"XIO" R.R. NEW 2"XIO" R.R. SOIL BEARING CAPACITY NOTE: ® I6" o.G. lu 1955 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL N BEARING CAPACITY OF 1.0 TON/S.F. I SOUTHOLD, N.Y. 11971 r, DRAWING TITLE: fi " PROPOSED STRUCTURAL PLAN � o NEW 2"XIO" R.R. NEW 2"XIO" R.R. ® ® 16" O.G. ® 16" O.G. d� O NEW 2"XIO" R.R. NEW 2"XIO" R.R. X ® PAGE: ® I6" O.G. ® I6" O.G. S-103m00 DATE: 01/19/24 15 OF 16 A FROR=OS 17 ROOF R M O PLAN 50ALE: 1/4" = P-O" s, a Q w w cu J (y) Q +' CV O Lr) 4" FRE5H AIR VENT THROUGH ROOF }: I O O N Z 0 cu � U r-I O X = CV I 0 O O 4-+ I -c C m � r- o I c O O cc O 1 IL NOTE; Q r- ❑ O 1 (3 ALL PLUMBING 4 Q I PROVIDE ABESGO FP200 FIRr I EXPANDING FOAM" (OR EQUAL) FUEL 6A5 WORK SHALL CONFORM Q I AT ALL PENETRATIONS IN FIRE v TO LOCAL 1 RATED WALL5 AND k PLUMBING GORE d n 1 FLOORS/GEILIN6S. PRODUCT Q FUEL 6A5 VJ CONFORMS TO A5TM E 5I4, ASTM E 84, AND UL 14?9 PIFIN6 PENETRATIONS: I. PROVIDE "ABESCO FP200 FIR, EXPANDING FOAM" (OR EQUAL) LAUNDRY C1 BATHROOM PWDR. ROOM BATHROOM ___ 2 __ --r- �-T ---_ BATHROOM AT ALL PENETRATIONS AT WALL5 �J 70 ______ - -r------ 7------ I I I---�------•-1 NOTE: --_r-- I , I I 1 I I t AND FLOORS/CEILINGS. r_�-------T--- -----�--- --- 1 1 I I KITCHEN I NET BAR t I I I I ALL PLUMBING WORK U ■ — I SHALL CONFORM R 2.PRODUCT CONFORMS TO A5TM E I I 1 I I 1 1 I I I t I I 1 1 LOCAL PLUMBING GORE 814,ASTM E 84, AND UL 14'iQ (X I I 1 1 1 I LIVING ROOM p 2 i I I I 1 1 I I I I I KITCHEN p IL 1 i 2:1 2"� 2 1 2"1 2 1 i 12 12 2::I 2 1 2 1 j GLEAN OUT pr (- I 12" 1 1 1 1 2„ 1 1 1 3" 1 2" 1 2" AS REOV 0 GAS FIREPLACE I I I I I 1 1 1 � (i 1 1 1 I I PROVIDE F.A.I. I I , oil 1 " " 1 I I- " I- " I5HOWE VERIFY 51ZE 2 1- 5HOWER 1 1- 1 1- 15HOWER 1- 1- IKA5HE�R I VN 1 TUB RANGE w/MANU. G.O. 2 3: 5" 3:: 2 5" 211 - - vJ G.O. 4" 4" HOUSE MAIN DRAIN G.O. Q .411 TO SEPTIC N SYSTEM m m PROPOSED BURIED 1,0000 FURN. / PROPANE TANK * AIR HAND FLUMBINO RISER - r7)RA I N / NA5TE / NEAT 50ALE: NT5 CAS RISER — SL)FFLY 5GALE: NTS z w O >U W NOTE: ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBING CODE Q O HOT LEGEND PROJECT: U SUPPLY TER LAURELAVENUE �,•-•,-„� GOLD WATER LOT 3 SUPPLY PROVIDE "ABE500 FP200 FIR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE LAUNDRY CL. BATHROOM PWDR. ROOM BATHROOM KITCHEN WET BAR RATED WALLS AND 1955 LAUREL AVENUE FLOORS/GEILIN65. PRODUCT CONFORMS TO A5TM E 5I4, SOUTHOLD, N.Y. 11971 ASTM E 54, AND UL 14-71 O u� z 1 O.� n�I� pU� ryz III ' V -III i'I x-1 . -III I_v v H -I 0 -�lII°•I -Q II°I'_ N-q I°�II N-q I !v INTERIOR SHUT-OFF DRAWING TITLE: FOR HOSE BIB Q l qa Qi i� l i� qa PLUMBING RISER D IA NEK FREEZE PROOF HOSE 515 GRAMSi 3: IIm ix Im I 4 GAS RISER DIAGRAM110 A) .0 TI $ T d) w/VACUUM BREAK FASTENED I i. I I I ry I ! !�SHOER Q Q I(V %v w PIPE FASTENERS (PRECISEj LOCATION T.B.D. IN FIELD - L---- =--- 1x = �I ! � 31 I z ASHR LL= ------- ------ ----- ----- ------ CONSULT W OWNER) - - ---- ------- - -- - 1 i- - PAGE: I 1 i 1 i P-101moo 1 _.._.._.._.._.._.._j TO STREET � rWATER MAIN m DATE: 01/19/24 16 OF 16 0 N FLUMSINO R15ER - SUPFLY 5GALE: NTS