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Home My WebLink About50629-Z TOWN OF SOUTHOLD yt BUILDING DEPARTMENT TOWN CLERK'S OFFICE n SOUTHOLD, NY n uk, 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#: 50629 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: 2215 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot# 55.-6-36.2 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 a �r trot TOWN OF SOUTHOLD—BUILDING DEPARTMENT i . Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 https://www.sotitlioldtowiimiy.gLov Date Rgcei4d APPLICATION FOR BUILDING PERMIT r kq For Office Use Only r , PERMIT NO. C56 Building Inspector• a„. O1 w rw r 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: 22\45 LQcuq.E;L' A-leNOE, Sou�►016 CLOT 2) Phone#:516-946-235 :1 Ernail:dmarra02@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 J Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com i CONTRACTOR INFORMATION: Name: t?) l•� L.l.C1 Mailing Address: Op� 1�2 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? *Yes ❑No 1 PROPERTY INFORMATION \\ Existing use of property: V �� Intended use of property: Sin �mi 1-j Qom. Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to Q this property?)<Yes El No IF YES, PROVIDE A COPY. Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm waiter Issues as provided by Chapter 256 of the Town Code. APPLICATION 15 HEREBY rIIIiADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): L( -1 (-& 'U eE VlAuthorized Agent ❑Owner Signature of Applicant: Date: 1512 STATE OF NEW YORK) SS: COILINiTY OF PO! ( u Ay,\� being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the PC�iF Q-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 knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith, BARBARA H. TANDY X Sworn before me this Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk County S day of� u -N , 2001 Notary Public PROPERTYT 1 TI (Where the applicant is not the owner) I, J`feLa r residing at rS� do hereby authorize %�&L,4VQ— to apply on , my behalf to the of Southold Building Department for approval as described herein, 1 4azq, Owner's Signature Date T//i.D &rw Print Owner4 Name 2 Generated by REScheck-Web Software C�(J Compliance Certificate Project 2215 Laurel Ave (Lot 2) 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: 12.3%Better Than Code 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. Envelope Assemblies Gross Area Cavity Cont. Prop. Prop. Perimeter Ceiling: Flat Ceiling or Scissor Truss 3,316 49.0 0.0 0.026 0.026 86 86 Wall-East(front):Wood Frame, 16" o.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" o.c. 800 25.0 010 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: 2215 Laurel Ave (Lot 2) Report date: 01/18/24 Data filename: Page 1 of 2 Compliance Statement. The proposed building design described here is t with the building plans, specifications, and other calculations submitted with the permit application.The proposed buil "; signed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the rnandato d in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater � 6 18-JAN-2024 Name-Title 51g re 2214 , Date C7ITi Vic? Project Title: 2215 Laurel Ave (Lot 2) Report date: 01/18/24 Data filename: Page 2 of 2 OFFICE LOCATION: k: MAILING ADDRESS: Town Hall Annex r" P.O.Box 1179 54375 State Route 25 a Southold, NY ]1971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765-1935 Southold, NY www.southoldtownny.gov PA 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 CC#: C23-15817 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 0 pu_'R_X� VINCENT PULEO SEAL RE`,CIRDED fiber of pages CLERK OF 51JFFOLIs 000Hd y !_ D0001.5200 This document Will be public P :122 record.Please remove all Social Security Numbers prior to recording, Deed/Mortgage Instrument Deed/ ortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20. 00 2. Additional Tax SubTotal TP-584 Spec./Assn. 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. 5, 00_0_ Transfer Tax Affidavit QP 0 ♦ Mansion Tax The property covered by this mortgage is Cert lVJ or will he Improved by a one or two 15. 00 4 . a 0 family dwelling only. NYS Surcharge Sub Total 5 cTl a 11 YES orNO Other Grand Total If NO,see appropriate tax clause on page q ofthis instrument. "a " �aaf-'004 5 Community Preservation Fund 4 Dist p00 507 .. Real Prop 7767 Consideration Amount$ TaxServic � Jill CAgency PF Tax Due $ Verificati 04 fwMAY Improved 6 Sati,,f tionzfORschang s C I RLG I NOwyowners Mailing Address Vacant Land FINNEGAN LAW,P.C. T TD Martin D.Finnegan,Esq. PO Box 1452 TD, 13250 Main Road Mattituck,NY 11952 TD Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk Mic 0, 8 Suffolk County Recording Endorsement Page This page forms part of the attached COVENANT made by: (SPECIFY TYPE 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. Doer F GQVEDIANTa AND RESTRIC' N S DECLARATION made this.�ft clay of MIA _,20Z 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 Clerk,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 60%;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°l0 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 comers 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 COUNTY OF Gia*1 ? u SS:. On thisal day of Au ,in the year 204,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 &4urw ,County of JARREo cooaeg WNLOCH Not Public Notary�'U iC Statet � South,carrr�Pna y C�++r M''5510ra XPIres A 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,200.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,305.9 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. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.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. 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). w ddEwYORK De,partr�uer�t gat 51 TA OF aaraaiwrauour N�nw�ironrnentel conservation I1 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, 0 j C-4 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(0�Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec,ny gov 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 septentrionalis),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 endangeredithreatened 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 Regulations please contact the Regional Wildlife Manager at (631) 444-0310. Sincerely, 4uz , ) Mar MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File 'W fbe(aftwatent0 4*YOUR 0 entafl Conservation C NYSIF New York State Insurance Rant! PO Box 66699,Albany, NY 12206 1 11 ysif.c®m CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 0 9M A R A A A 881819063 AMP BUILD LLCIn PO BOX 1523. 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 12579 146-8 109020 10/11/2023 TO 10/11/2024 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./ ".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 STATE 'SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 (MMIDD/Y(YY) �'► CERTIFICATE OF LIABILITY INSURANCE 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 Sheila Maher11111 _ Arthur J. Gallagher Risk Management Services, LLC PHONE b16 FAX os2 1 Jericho Plaza � C IL . t) 622 2482 ... trrC Nod 6 745 0 Suite 200 ADIs Sheila r11ahLLI . O1 5.. ...... .... Jericho NY 11573 INSUR5RI:SI AFFORDING COVERAGE .....,... AIC INsu kl (! /MAI2F2DEv of RERA Southwest &General Ins Co 12294 R . INSURED INSURER B. Man-con Development/AMP Build ... ,. ... 137 Glenwood Road IrslJ,lzt. .µ . ..... ... Glenwood Landing NY 11547 ---------- 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. --------- ADDLLVBR"..., ....._. _,...... .......... ._.......... PCYi_�IC'Y EF"�F IPOLr Y E 46*0"... SR 1 LIMITS L'16'R f TYPE OF INSURANCE I I. POLICY NE1B6p6'ER .:MMIDDlYYYY MMJODIYYYY COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 ' EACH OCCURRENCE 1,000,000 , OCCUR I AMA [-PREMISE I N EO .., _._... CLAIMS-MADE I ne r n) 100000 A 1 X ; E r�� I $ ... ... _ _.� __ _MED EXP{A a "..5 00 GEN'L ..........r .... I � PERSONAL&ADV INJURY 1,000,000 AGGREGATE LIMIT APPLIES PER: - E �GENERAL AGGREGATE i,$2 i00CV 000PRO I _ —f POLICY CT LOC PRODUCTS R "MPPOP AGG �.S 2 000.e.,0 0.0 $ .. ID MOBILE LIABILITY CaaMBIK1E0'SIN5A I`L (Ea ap;4g_r o. ( BODILY INJURY Per person) $ ANY AUTO BODILY INJURY .. B (Per m .---- AUTOS ONLY ......�AUTOS accident)- OWNED SCHEDULED $ HIRED NON-OWNEDa'rR a Cwa4PwY�kGE: $ .,._.I AUTOS ONLY AUTOS ONLY ...p$ •••� 1 occu UM13REXCESS LIALIAB 1 EACH OCCURRENCE — J UMBRELLAL I 1 CLAIMS-MADEI AGGREGATE � R U, 1 $ _- CED RETEN rION S PER WORKERS COMPENSATION Y/N [ I t.... iTATIJTC... __ iI ....... . ... .... ANYPROPRIETOR/PARTNER (M F dER/MEn NH)XCLUDE/p ECUTIVE NIA 1 E L DISEASE PLIDYEI $ ANDEMPLOYERS'LA 1 EL E-"'IC'jSECEAEM. ......,$ ... ......... _,- II yes,describe undsr OESCRHY11ON OF OPERATIONS below � � i E.L.DISEASE-POLICY LIMIT $ { I I i I 4 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. L I 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 South Route 11971 Southold 25 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD Workers' CERTIFICATE OF INSURANCE COVERAGE S.r4T 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) 881819063 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 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" 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 (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 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, 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 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-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"3" 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 _.ra'Y%_4M W62-A':^'C.TL. A o.a. 7AI,Ns A__A "My ,IM..,�' w<.> L, m5....."r✓ e rc-eta e.r-t c o c cv re-[t au a rv-re F.. 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(p, I � AY�6¢ADE � I shall tie[be attached w tM1c Ib-ce ran THC OLLOhING LOTS NIT�� .... .m m *'- I I 'I rkl' UT LI_E PJBL G hATE¢AS Nen-ecnerete prelb>Ica[ee aep[c:ano No emlmm[o tk 5.Trc Depor[rrcn[ab observe M ernb ststem ape-etc rnrevy n '- ✓ L NL nwrre[aw Assedat bra Pumb rd ma MecNan ca picas awrma opera[na cut e. -e " tla� ,,,,,,,,,,,,,, !AFNAO!'Amer car oat brc Stardard for Prei2r'cetcd Opt c - c = PER SG WA: Y pfy8 / ! O Tor A- GCG 2—ero bn_opp eGn c revamahpeo[aa.. 6 mpeLre PL^P wa[prcceo.re.tree rot Ilt ro=.. to rape SGTN^ICGO SE GI - ..":1Ai._..'S O ,",,.m,. ,r.. 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OBTAINED FRO' 51,RJEY D ED rVENBER 6,?O_P AND E w WA:- t d Y l::AT 07 E"w 4�}. 4."�---y, .� PREPARED er Ar SAW B� lea :,v�N, Rt,A rc r T- 4 h � /R YG-Ne ASSOCIATESAT. ,.::��: s` IfYY'WVCtl ! .Lt. .r:1 .ry 3' a r:w N ,`: ¢VE HEAD NDERcAO nUE 11 U"'r Iv.A Iv w d DATE '�AI� 'O2$ I..S, CM Y' I� - �^n�� ws,, '' a:a IA/OWTS, v" .�-E, .. ,:. sec...-....._._ IF n IF'N,, A-,.,-,, „w A. APPROVED,E D�RCLw TEe �r r k0 FOR iA ur�um F' � BEL)R OMS INS5A PER SES E,tPEGTE�SROLND R EL s4 PER.ems wu sb,ec L G¢APHIC SGALC � m PLAN ��9 THREE YEARS ROM'DATE OF APPROVAL —.."_. -.. S.1.TE-.-, ---� ....... —� __ — ......... S�6 2 OPEN SPACE PARCEL 9 Q 0 w PROPOSED SPLIT RAIL FENCE TO J cu ° I BE MAINTAINED BY SOUTHOLD TOWN EL.=26.a3 — EL.=24.86' N14 35 10 W 156.22 Q +- N • • _ - _- r - - _ _ _ _ - - _ _ _ - - - • _ _- - CREED°��/ Py� e / !!=9 'L Co CD - NOP�� -QQ ( •QQ PROJECT LOCATION & SCOPE c x cv p • • / 9� f SITE PLAN & ZONING DATA -c- 0 m 4-J �� ,� , � N � co _ _ _ R-80 ry PROPOSED �PROP� PROP. - - 50% AREA OF •LOT-TO . - - GENERAL NOTES I.G. POOL 15 NOT PART I Pool Pool ;P°N-'i' ENERGY TABLE i- EQUIP. REMAIN AS PER_COVENANT- + ^ 1 OF THIS FILING .. r RESTRICTIONS DATED _ _ �. STRUCTURAL DESIGN CHARTS W "5TF4 OF MAi,CH 2O25 r - - - - - - - - - - - - - - HOEDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS -0 -�� " - - - - FASTENING SCHEDULE U PROP.► - _ • - - - OO' YARD SETBACK . . . . . . . . . . . . •� p -QQQ-,QQ FRAMING GRAPHICS (n W 11 REAR BEAM CONNECTION PATTERNS 4J M SEE DETAIL FIREBLOCKING DETAILS - I 4' HIGH • — 7/A-402 - - - . . . . . POOL U) _ r & - I Q ,QQ PROPOSED FOUNDATION PLAN U r f _ _ . _ - FENCE Re40 LOCATION MAP PROPOSED FIRST FLOOR PLAN - / • - - PROP. . . - � - - - -I nn`` U BURIED I W -1H SCALE: NTS W �4 - - - - - PROPANE N . . _ - r _ _ �y • - - - I\l) u Aim W m � �� -2O ,QQ PROPOSED EXTERIOR ELEVATIONS /. . PROPOSED -STORY WD. I - (L CL - , - - - FRAME DWELL I NO w/ BASEMENT - - - - 3 GARAGE ON SLAB ---------' _ _ fi ROFO5ED S I NO LE FAMILY RES I 1 )ENGE (4 BEDROOMS) - PROPOSF-ID A OWTS A-202 .00 PROPOSED EXTERIOR ELEVATIONS F.F. GARAGE SLAB EL.=24.a' PROP.► - - - - �Dwil FC.,JECT DATA : I •QQ BUILDING SECTIONS 48.6' PROJECT / ZONING DATA TAX MAP # 1000-55-06-56.2 CC7 I I PROP. STONE I - � BUILDING SECTIONS • • (J /- - r • i i ( I WALKWAY ® GRADE - ZONING DISTRICT R-80 NON-GONFORMINC LOT AREA 0.8 ACRES _ r - - �.� - - - - - - - - - - - - - SUFFOLK COUNTY HD APPROVAL R-23-1854 3 BEDROOM PROP. I I 50' FRONT YARD -40 •0O DESIGN DETAILS i I I v SET5AGK - - - �-- FLOOR AREAS PER SOUTHOLD TOWN CODE, SECTION 2&0-207: I v I?v PROPOSED PROPOSED e \ - - - - - 1> I� PROPOSED . W HABITABLE GROSS m . . . . . - - - - - - PROP. PROP. - - - I I v ASPHALT _ . _ . SPACE AREA \ • _ _ _ _ - - - _ - - L.P. L.P. _ _ _ I w I-�, DRIVEWAY - - m FIRST FLOOR AREA 5,210 S.F. 5,765 S.F. O - . - - - - - i� iU A- 402 .00 DESIGN DETAILS _ _ _ _ _ _ ° z Z 2 . - . - - - - - - - - - - - - - ' - • - - - - - - - - - - - - - - - - - - I I w - • - - - _ \J' AREA TOTALS 3 210 S.F. 5,7765 S.F. 0 . . . I 0 I p - - - - - . . . . Lu 0 _ - - - i - _ - - - _ SOUTHOLD TOWN GODS 280-207 (A)(I). . _ _ _ . _ _ _ . _ - �j- I Q ,QQ PROPOSED STRUCTURAL PLANS I I LOT SIZE / AREA IN - - - - - - . . _ . _ I I - - - - - - - - - � 36,1'7-I.O S.F. 6,ITi.O S.F. ALLOWABLE TOTAL _ _ _ • " " _ _ _ " " _ _ " _ " - "" - " _ " " - -_ ( I EXCESS OF 50,000 GFA GFA I I (d) LOTS CONTAINING UP TO 5,100 S.F. i�' 0 _ - - - - • _ - - _ - . - - - . - I I _ - - - - - - LU 40,000 S.F. MAX. cJ_ O2 .00 PROPOSED STRUCTURAL PLANS . . . . . . . I I . . . 311.67 ALLOWABLE S.F. / PLUS I I -I.SY OF EXCESS LOT AREA 4,550.0 S.F. 465.5 S.F. 4,815.5 S.F. 5,765 S.F. PROJECT' . . . _ . . . . - . . - - - - - - - - - - - . _ I I . . . - . . . . OVER 50,000 I I . . _ . .. . .Q _ _ _ _ - _ - - - ��- - - � -�� . - _ e " " LOT COVERAGE LAU R E L AV E N U E 514°35'10"E I I 205.56' cj— Q�j,QQ PROPOSED STRUCTURAL PLANS 7EL.=27.21' b b �F-L2-7-� SOUTHOLD TOWN CODE 2&0-124 (5) LOT 2 DESCRIPTION (FOOTPRINT) AREA 3b LOT COVERAGE TOTAL LOT AREA 56,1--7.0 S.F. DWV/ WATER SUPPLY RISER 2215 LAUREL AVENUE -------------------------EXISTING WATER MAIN _______________ PROPOSED DWELLING 4,266.0 S.F. 11.89b SOUTHOLD, N.Y. 11971 --------------------------------------------------------- GAS RISER L A U R E L A Y E N U E PROPOSED INGROUND POOL 800.0 S.F. 2.2% 6>4 TOTAL AREA OF ALL STRUCTURES 5066.0 S.F. 14.0% DRAWING TITLE: MAXIMUM LOT COVERAGE ALLOWED: 20% PROJECT LOCATION &SCOPE SITE PLAN & ZONING DATA 5 I TE PLAN ZONING REGULATIONS MAIN BUILDING SCALE: 1" = 15'-0 " SOUTHOLD TOWN CODE 4 TOWN BOARD REGULATIONS PAGE: PROPOSED COMPLIES DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION WAS APPROVED THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING MIN. FRONT YARD 50.0' G-00LOO 66.5' YES CLEARING RESTRICTIONS AS PER DEGI_AR , RESTRICTIONS: DECLARATION MADE 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF 7. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT IS CLEARED MIN. SIDE YARD 20.0' 57A, YES YEAR WHEN CLEARING IS PERMITTED MAY BE LIMITED BY THE NYS 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. COMBINED 40,0' 86.5' YES DATE: 01/19/24 1 OF 16 SOUTHOLD TOWN PLANNING BOARD En 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 SIDE YARDS EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 50 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE DRAINAGE SYSTEM INSTALLATION NOTES: CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 5. NO CLEARING OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING IS DISCOVERED, INCLUDING INTERIOR MIN. REAR YARD 60.0' 70.7' YES • A MINIMUM 10' 5EPARATION 15 REQUIRED BETWEEN DRYWELLS 8 DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE SITE IS RE-VEGETATED WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS 5HOWN IN CLEARING CHART (50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT MAXIMUM HEIGHT 55.0' 25.1' YES COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER 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 DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR CLEARING 15 AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE IS PROVIDED IN THE AMOUNT IT WOULD SITE LAYOUT NOTES: 0 A MINIMUM 5' SEPARATION IS REQUIRED BETWEEN DRYWELLS 4 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. 1. THIS IS AN ARCHITECT'S SITE PLAN $ IS PROPERTY LINES ED Apo ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE` PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED LOT CLEARING - 509 MAX. AS PER SOUTHOLD TOWN SUBJECT TO VERIFICATION BY A LICENSED A MINIMUM 20' 5EPARATION IS REQUIRED BETWEEN DRYWELLS AND co PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION BOARD PLANNING APPROVAL SURVEYOR. THE INFORMATION BURIED PROPANE FUEL TANKS. I.I. ANY CLEARING AT THE SITE SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL REPRESENTED ON THIS SITE PLAN IS TO THE NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE ARCHITECT'S BEST OF KNOWLEDGE. 0 SEE ALSO DETAIL '1/A-402. F. WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. LOT 51ZE 56,177.0 S.F. �C r; `' y` ' •~ THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND 7 2. PRIOR TO ANY CLEARING OR GRADIING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON 51TE AND INSPECTED BY 2. INFORMATION WAS OBTAINED FROM SURVEY DATED NOVEMBER 6, 2025 AND DRAINAGE SYSTEM CALCULATIONSE = 5, - PROPOSED DWELLING: PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE 50% OF LOT REQUIRED TO REMAIN 18,088.5 S.F. PROPOSED ROOF COVERAGE = 5,072 S.F. PREPARED BY: PROPOSED ASPHALT DRIVEWAY COVERAGE = 2,200 S.F. rl U( "' L I Aff' l E DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEG) COVENANTS AND THE SUBDIVISION MAP. ��TOTAL IMPERVIOUS COVERAGE _ -1272 S.F. ^ REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE AREA OF PROPOSED CLEARING 18,005.0 S.F. YOUNG ASSOCIATES 7,212 S.F. x 2" RAINFALL EVENT = 1.212 G.F. STORAGE REO.'D F0 CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER 400 OSTRANDER AVENUE N THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE TOTAL AREA OF LOT TO REMAIN 18,172.0 S.F. RIVERHEAD, N.Y. IIa01 (1) 8'(D DRY14ELL PROVIDES 42.22 G.F. PER FT. OF DEPTH (5) 8'(p x 10' DEEP D.W. PROPOSED = 1.266.6 G.F. STORAGE PROVIDED NOTES 4 SPEC I F 1 GAT 1 ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE. AND MASONRY A55RE Y I A7 I O I S IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 5-15) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED To PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTORS RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK EEINO PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5U$-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF a- SPEGIFIGATIONS,AND BE FAMILIARIZED V�IITH THE PLANS PRIOR TO WORK 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. IBFE BASE FLOOD ELEVATION INT. INTERIOR Q 6" MIN. FOUNDATION EXPOSURE. ASENGY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN(SS TO BEAR Oq FIRM, VIRGIN, UNDISTURBED SOIL BLDO. BUILDING �K KIPS (1000 LBS) 0 GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINE7 FROM THE PROVIDE BILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"x6", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARINS CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS LLI APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, A5 J N APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. 1 MAXIMUM M 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TEGO" OR OTHERWISE NOTED Q +� N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, SOT. BOTTOM MEGH. MECHANICAL .O Lr) 5T'RUGTURE/51TE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD 1-JOIST5, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWINGS, U.O.N. O O 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL p 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM _ r- O AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.6. UNTIL 151 TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 Z � } C9 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, i 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWIN65. O O N z O OF THE OWNER/BUILDER COL. COLUMN NYC, BG NEW PORK CITY BUILDING CODE INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED d '� t,n � � 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 6. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR J05 CONDITIONS GOUT. CONTINUOUS O.G. ON CENTER .-- WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. O X N SHALL BE CLARIFIED WITH THE ARCH ITEC•T/EN6INEER BEFORE PROCEEDING 6. MIN. HEADER TO BE (2) 2"XIO" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE O +- 1 WITH THE WORK. BL. DOUBLE OGG. OCCUPANCY O O C0 6RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR Cl.Q ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. O m v__ q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE 4-J a-+ Ln 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE P T REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-aa. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DE510N FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION O N C5 cu UNLESS APPROVED BY THE ARGHITEGT/ENCINEER• DAYS OF 4,000 P.5.1.,U.O.N. Q � a � 0 10. ALL EXTERIOR SHEATHING SHALL BE NAILED A5 PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE 1.BEFORE THE START OF FRAMING CONTRACTOR VERIFY DIMENSIONS ,OF FOUNDATION WITH FLOOR PLANS ON PAGE 6-003. GENERALLY, 5HEATHIN6 IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTC A I �10.1 STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH B ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 8. DRY WELLS AS, REQUIRED BY STATE AND FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN P: LOCAL CODES. EACH APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EA. PLYWD. PLYWOOD WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM V5055 9. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 3/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PACE G-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D I REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR 5HEATHIN6 TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS ASSET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST EXISTING Ri -� RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. 5T'RUGTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) 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. 12. THE ARCHITECT IS NOT RETAINED FOR. SUPERVISION OF THE WORK AND IS ASTM P5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. ESH AIR INTAKE R.R. ROOF R FR AFTER RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' OR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK IS TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO STL. STEEL EXCEED 6'-O" AND AT EVERY 6'-O". 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITECT/EN6INEER. NO m 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT "�"� W 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL G-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED 1'1. NO ADDITIVE5 SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED RUBBISH, WASTE MATERIALS, TOOLS, ETC,, GLEAN CLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL ME51ON STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP OL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. r , 15, THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGE5 6-005. OR THE MANUFACTUR.ER'5 GORE IQ. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A EVALUATION REPORT. F.J. FLOOR J V OISTS THK. THICK c LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES AND ORDINANCES. le,. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJEGTIN6 b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK r I6. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" SPAN. WALLBOARD, ASTM 03-I SPECIFICATION FOR 6YP5UM LATH, OR A57M C7cl CONCRETE SLABS TO HAVE 6xb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr IF �TREAD '^ THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. v COMPLETION R PROJECT. Ict. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS,EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL n 1 AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. lb" WIDE x 6" VJ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED Q ARCHITEOVENGINEER, AND THEIR A&ENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PR.E59URE PRESERVATIVELY TREATED LUMBER IN AN51/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAGES, LOSSE5 AND EXPENSES, INGLUDIN6 AGCORDANGE w/ AWPA C22;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 1.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED 5RU5HIN6,DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.6.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL IS ATTRIBUTABLE T BODILY INJURY, SICKNESS, DISEASE HE DEATH HE TO I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR INJURY 15 OR DESTRUCTION IN TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT I5 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH MANUFACTURER SUCH A5: HANGERS, NAIL5, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM). (B) IS CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, WHOLE OR IN PART BY ANY NE6L16ENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITEOVENOINEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY R.EFERENCE5 TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED BY ANY OF THEM, OR ANYONE: FOR WH05E ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWING5. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT IS 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 MICROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. GEOROIA PACIFIC, 2.OE G-P LAM LVL 1.6.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-STRAND I6. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (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. WEYERHAEU5ER TRUS J015T 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROOKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE I OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. I I`ISULl/�"tTI Oy�I I 4¢ NSTRT I ON ROU I RMNTS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR 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. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, AUTHORIZATION OF THE ARCHITEOVENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL PROPOSED DESIGN CODE PRESCRIPTIVE VALUE $ CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY COMPONENT COMPLIES Icl. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S CODE 6LA55 WINDOWS AND DOORS VALUE CITATION (PER 2020 NY5EG00) NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 1. ALL GLA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2, GLA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER U-VALUE r 0.25 MAX.U-VALUE r 0.52 20. CONTRACTOR TO REMOVE 4 RELOCATE A5 R.EOUIRED ALL EXISTING WORK RAFTER DEPTH, WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA A1a4.1 CELLULOSIC CLEARANCES ARE PROVIDED, FENESTRATION U-VALUE AIR LEAKAGE - 0.50 CFM/5F MAX.AIR LEAKAGE r 0.50 GFM/5F YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR PER R402.4.5 4 TABLE R402.1.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. 3. ALL SLIDING GLA55 DOORS, SKYLIGHTS, AND ANY 6LA55 UNIT INSTALLED ��26 FOAM SPRAY INSULATION W/ MIN.R-VALUE r 4a 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WITHIN 16" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, FC6 R-VALUE 1 BATT INSULATION PER TABLE R402.1.2 -CLIMATE ZONE 4 -] YES 1.6.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN SPEGIFIGATIONS, UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. EXTERIOR(2"xb")WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE r 20(CAVITY) 22. PROVIDE FIREBLOCKIN6 AS PER NEW 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 GLA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH F RAME WALL R-VALUE (R=VINCH) W/R-11 BATT INSULATION PER TABLE R4o2.1.2 -CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AOAIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENT5 AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/6" TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FLOOR R-VALUE P-50 BAIT INSULATION p�RTABL R402.1.2 -CLIMATE ZONE 4 5 UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORK 0 III S NOTCHES AND HOLES SHALL NOT OCCUR IN THE: SAME CRO55-SECTION. COPYRIGHT PROTECTION ACT OF 11010 (AWCPA), WHICH HAS SEVERE PENALTIES. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL ENERGY CONSERVATION CONSTRUCTION CODE. COMPLIANCE STATEMENT: 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7, 6. PROVIDE FLASHING PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF GLA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-003 4 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND to CONSTRUCTION;55TV 10-9l AND 2016 SBC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND 5GREW5 (INCH SERIES). 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z GONSTRUGTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w 1. A CONTINUOUS LOAD PATH BETWEEN I=OOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 2 2.2.2. LA6 SCREWS: LAG SGR.EWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME 5I6.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 5. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLA55 p 2. APPROVED CONNECTORS, ANCHORS AND OTHER FA5TENIN6 DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENT5 OF AN51/TPI I NATIONAL DE516N 01. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH � WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CON5TRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE it 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLA5HIN6. 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 THE WEATHER SUBJECT TO SALT CORROSION IN COASTAL WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFAGTUR.ER'5 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" 4' ANCHOR BOLT5 (4" LONG EXPANSION BOLTS 0 CHARACTERISTICS ARE AS FOLLOW5,BUT NOT LIMITED TO: DE516N PRESSURE, W EXIST. WALLS 4 12" LONG HOOKED BOLTS 0 NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EOR.E55 Q 4. WHER.E WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING 0 G.M.U. WALL SEE PLAN FOR REQUIRED R.EINFORCIN6 (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM ASTM A653, 5TRUGTURAL QUALITY, REQUIREMENTS. p SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED 0 POSTING, U.O.NJ. GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TAELF- R501.7 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 6OV'ERNIN6 BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE CLIMATIC, 4 OEOORAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH 51DE OF OPENING. IN A SHEAR-WALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TEMPERED (SLABS. ALLOWABLE DEFLECTION OF 57RUGTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS 0 STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG O EXTERIOR GLAZING SHALL BE PROTECTED FROM UIREMENTE DEBRIS. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/6" RISE 4 w/ (2) °/4"�' BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 7-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST O. 1. OA AOE AND ASTM E O NI MODIFIED TI 20HA NYS ET 5TRUGTURAL MEMBER BASIC WIND SPEED 150 MPH LAU R EL AVE N U E RAFTERS. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION LOT 2 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AN51/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 3/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/I60 MANUFACTURER'S GODS EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE#11 ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY A THICKNESS OF NOT LESS THAN J" AND A SPAN OF NOT MORE THAN 6' SHALL 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.7. SCREWS: SCR.EW5 SHALL COMPLY WITH AN51/ASME B 15.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS 4 PARTITIONS H/160 1. ALL SLOPED ROOFING 5HINGLE5 SHALL BE GAF-GLA55-A ASPHALT ROOFING WOOD5CREW5 (INCH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WEATHERING SEVERE 2215 LAUREL AVENUE 6. SILL PLATE TO FOUNDATION ANCHOR46E;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. PR.EDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN.BOLT DIAMETER PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FLOORS 4 PLASTERED CEILINGS L/360 FROST LINE DEPTH 3'-0" SOUTHOLD N.Y. 11971 OF J" AND 3"XV'X�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. 5HINGLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7" IN CONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS 5HALL BE LOCATED WITHIN 12 OR CORNERS LINE. 4 24 FROM ALL VALLEYS, AND ROOF FLA5HING CONDITIONS. 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 R.EOUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES ELECTRICAL: CONSTRUCTION. 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 IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY SIMPSON MANUFACTURER. SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. TO 2017 NATIONAL ELECTRIC, CODE, 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 S. NAILING OF ROOFING SHALL BE TO GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5, ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. CONTRACTOR WILL FURNI5H A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. COMPLETION OF WORK. 6. CORRO5ION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" PERMITTED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/6" PER 5TRUGTURAL DES I CAN LOAD5 PAGE: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. - GENERALLY, VERIFY OR PROVIDE HARD WIRED SMOKE DETECTORS w/BATTERY IBAGK-UP IN: 2:12 PITCHES TO 4d2 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAY5 BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: FUSE LIVE LOAD DEAD LOADG-002m00 MANUFACTURER SPEGIFIGATIONS OF THE PRODUCT BEING INSTALLED. - DISH WASHER.........................................2"A. EACH SLEEPING ROOM 8. ASPHALT 5HINGLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - KITCHEN SINK........................................2" THE SEALANT TO UPLIFT FORGES U51NO ASTM D 6361. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY.K........................................2" B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED EXTERIOR BALCONIES 40 psf 15 psf - 5HOWER/TUB..........................................2" AREA IN THE IMMEDIATE VICINITY OF - TOILET.........................................................2 40 sf IS psf THE BEDROOMS (GENERALLY THE HALLWAY) 7. VARIATIONS IN CONNECTOR GONFI6URATION SHALL BE APPROVED BY - LAUNDRY .................................................2" DECKS p p G. EVERY LEVEL OF DWELLING GYPSUM WALL BOARD Y TEMS SHALL BE OF A TAPE JOINT AND JOINT � 6. ALL SYSTEMS TO HAVE ONE: 3 DATE: 01/19/24 2 OF 16 ARCHITECT - FLOOR (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETCJ 6. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I. GYPSUM WALL BOA 5 S LL 3" MAIN VENT STACK AND INCREASED TO 4" HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. THROUGH ROOF. GORES AND REFERENCE STANDARD: I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf MECHANICAL. FUEL 665: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 7. PROVIDE FR05T-PROOF H05E BIBS WITH EASILY ACCESSIBLE DRAIN 4 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 OTHERW15E NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE DRAIN GOOKS AS REOV. H05E: BIBS SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTICS WITH 5TORA6E (MAX CLEAR HOT > 42") 20 psf 15 psf I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. NYE, MECHANICAL CODE AND FUEL 6A5 CODE 3. 5/6", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 2• REFERENCE STANDARD USED FOR ALL WOOD FRAMING,CONNECTIONS OF ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 0, � D R1 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET 1. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME \"O "`"�, A. LABELED, 4 INSTALLED IN AGGORDANGE w/ MANUFACTURER'S, 5PEG.'5 4 CODE. (�; , I ` ` !ac 'e�N IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING FIBERGLASS GATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION SLEEPING ROOMS 30 psf 15 psf �s r e 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AF4PA) AMERIGAN WOOD COUNCIL (ANC). �;� } ,, •' i'`'4 HEALTH DEPARTMENT STANDARDS AND REGULATIONS. h� ;r !;<: ,A. ` SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL CONCRETE PANELS OF 5/6" THICKNESS MINIMUM. 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE STAIRS 40 psf 15 psf � ;. r, m""" SUPPLY TO THE BURNER WHEN THE FLAME: OR PILOT LIGHT 15 EXTINGUI5HED. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION IS REQUIRED SY LOCAL JURISDICTION PRIOR PLUMBING CODE. `�." �, '1 a:� C _, 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED(SE5 SHALL BE ll �-. TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED FOUNDATION WATERPROOFING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE Q ._-t COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. 11. NOTGHIN6 AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. 1. .�," r N TO AN R-VALUE OF AT LEAST (NYS EGG 'R403.3): 3. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHING AND BORING OF 5TRUGTURAL MEMBERS SHALL BE PERMITTED 12 sf FOR ATTIC �/°""ll,"Y � it) 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND - 9" R-50 FOR FLAT CEILINGS NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ROOF LOADING (LIVE = 6ROUND SNOW LOAD) 25 psf 15 psf FOR LATH. mom® DUCTS 3"O 4 GREATER, LOCATED IN ATTIC: R-6 ALL OPENINGS. - 6.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION p �F �v°� DUGT5 UNDER 3"4', LOCATED IN ATTbC: R-6 - 3.5" R-15 FOR 2"X4" WALL CONSTRUCTION 12. PER NYS PG 425.4, A 4"x3"CLOSET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION GORE. DUCTS 4'3' 4 GREATER, OTHER PORTION OF BUILDING: R-b b. FASTEN GYPSUM BOARD A5 PER FASTENING SCHEDULE ON PAGE G-003. - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER 5-4, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASCE 7-I6 (MINIMUM DESIGN LOADS FOR 5UILDIN65 AND OTHER STRUCTURES) HOLDOM DETAILS TYi=1 GAL NA 1 L I NO/STR,AFF 1 NO REOU I REMENTS FOR FA5TENINO SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEC.'S;MANUFACTURER U f=L I F T, SHEAR, LATERAL Jul I N D RE S S TA N G E NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILIN6 FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILIN6 REQUIREMENTS, �- AND ROUGH OPENING FRAMING REQUIREMENTS) Q "ALL STRAPPING TO BE VWx 20 OAUOE" -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILIN6 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE � w _"USE IOd NAILS IF STRAPPINO 15 OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) J cc FASTENER SPEC. FASTENER HOLDOWN 'A' HOLDOWN 'B' OONNEOTION A NA I L I NO OR 1 D DESCRIPTION AND QUANTITY SPAGINO L0 FOR NEW 4 EXIST. FOUNDATIONS AT RAFTER TO RIDGE �� I.DIM's ARE ALL MIN.ks BASED ON USE OF ONLY A I6d ROOF OE I L I NO FRAM I NO 7 0 ' CONNECTION: •tea ENDWALL ENDWALL "" COMMON NAIL w/o PREBORED HOLES. i Z V_ ,•-""""" RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER RAFTER O (5) 2x FULL (5) 2x FULL CORNER STUD . --^'"'""•""" � �^' 2 2.WOOD IS ASSUMED TO BE D,F,k2 d BTR. IN DRY USE a O N HEIGHT STUD HEIGHT STUD rY" '" FOR STRAP - 5 6 d COMMON R.R. Ln � ' ONNEGTED TO 2, SERVICE cu d' CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST T CC L) ONNEGTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL O G x � N TRANSFER SHEAR �ry (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(PAGE-NAIL) SEE PAGE G-005 EACH LAP O O 4- FOP, C4 SIMPSON HDQa ROOF SLOPES UNDER 5:12 WITH • • • • ;fir HOLES,SET NEW MEMBER. O m HOLDOWN ANCHOR ® 2-Ibd COMMON 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER, • • • „ LOCATIONS NOTED NAILS ® 6" O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED N NAILS ® b O.G. 4 USE 4 8 d COMMON NAILS ® EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAIL) q-Ibd COMMON EACH LAP C O O O O" D.G. IF BLOCKED ON PLANS 10 O.G. IF BLOGKE `'•�•,,,,,,.•, Q � d � O CORNER P05T CORNER POST ""' " END OF STRAP. E5 ?H • • 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO T16HTLY BOND THE END OF THE NAIL TO A a0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE �"��`"'"^• GRAPHIC BELOW) "SIMPSON" HDQB THE ABOVE ASSUMES A RAFTER HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINC75 6.DIMENSIONS ARE DERIVED FROM THE NIPS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-5d COMMON EACH END LOCATIONS NOTED ° C OF 24" O.G., INCREASE NAILING BY A GR 410N 12.4-PLACEMENT OF NAILS < SPIKES d TABLE ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-16d COMMON EACH END C ae CONNECTION BI 52 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: CONNECTION: B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON I PER FOOT FOR NEW P. GONG. FOUND.'s ,- r o ° ° FOR STRAP - 5 8 d* COMMON NAILS a EA. "- ^w;"" HOEDOWN CAST IN PLACE w/'1/b"4) THREADED ROD / • END OF STRAP. • • U • e'`� SEE WHEN IN TOWN OF ISLIP OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • ♦ • /� Va"� THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NO'�"� GEOMETRY EXGEED5 THAT PERMITTED IN w CONCRETE w/ "51MP50N" SET (HIGH STREN67H EPDXY --- BI • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. M ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 51MP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH AGRYLIG ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES • FOR TOENAILING - 5 5 d COMMON NAILS "^ " _., FOR EXIST. /NEW G.M.U. (GONG. BLOCK) USE SAME TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN CONNECTION ~"" •.. FOR G.J. TO R.R. - cl 16 d COMMON NAILS BOTTOM PLATE TO FLOOR JOIST BAND JOIST U w/'i/8"O THREADED ROD " -"- • 2-I6d COMMON PER FOOT REQUIREMENTS FOR --- ". I� RAISED C.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOCKING (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW HOLDOWN 'O' HOLDOWN 'D' 2 Ib d COMMON NAILS FOR G.J. TO G.J. - Cl 16 d COMMON NAILS FLOOR FRAMING FOR, NEW 4 EXIST. Q v FOUNDATIONS FOR NEWLY POURED OONNEOTI ON OI 02 • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-ad COMMON PER JOIST AM FO �I ; W (5) 2x FULL ENDWALL UNDATION ® ONE STORY ONLY BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END Q HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR A55EMBLY "SIMPSON" HDQa - • (5) 2x FULL BLOCKING TO SILL or HOLDOWN ANCHOR ® 2-I66 COMMON HEIGHT STUD "" G2 """ " - TO STUD CONNECTION: 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 .--^ "" ° TOP PLATE (TOE-NAIL) ON PLANS C O.G. IF STOCKED O I " FOR STRAP - 5 8 d* COMMON LEDGER STRIP To BEAM (FACE-NAIL) 5-I6d COMMON EACH J015T CORNER POST � NAILS ® EA. END OF STRAP ° JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-ad COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR NAILS ® " O.COMMON ° BELOW - 2 I6 d COMMON NAILS BAND J015T TO J015T (END-NAIL) 5-I6d COMMON PER JO15T Lw �.� BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT ° a ROOF 5HEA7HINO 4. 57RU07URAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a "SIMPSON" 5T D14R CONNECTION DI 4 D2 SOLID PERIMETER EDGE ZONE ° ad COMMON b" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS_ BLOCKING m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s UP TO el" RAKE OVERHANG ,,,."••••"•""' HOLDOWN CAST IN PLACE w/-1/a"4) THREADED ROD "� • AT STUD TO FLOOR A55EMBLY TO SILL GE I L I NO SHEATH I NO FOR EXIST. P. GONG, OR NQ LY CURRIED FOUND.'s .- `' . • 1/5"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLA7E(5) CONNECTION: D2 CONCRETE w/_'51MP5ON" SET (HIGH STRENGTH EPDXY 0 i/2" MIN. -- --- I GYPSUM WALLBOARD 5d COOLERS 7" EDGE /=FIELVI ADHESIVE), 4 FOR T'EMF'.'s O°F-40°F USE "SIMPSON" AT CORNER FOR STRAP - 3 8 d* COMMON NAILS ® EA. (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR ° • END OF STRAP (WRAP STRAP UNDER SILL FL.) FOR EXIST. /NEW G.M.U. (COi IG. BLOCK) SPECIFIED ON D I ° WALL SHEATHING 7YP. FOUND. NOTE • FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN a ° FOR EA, PLATE TO STUD ABOVE 4 OR BELOW - 2 I6 d COMMON NAILS b" EDGE / 12" FIELD w T RE ED RO'D '., ° ° STRUCTURAL PANELS 8d COMMON ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS -I" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 51MP50N (OR _--- STRAP w/(g9 ` . ° bd NAILS® EA.END N LINO/S TRA F P I N O W I N D O Jul/DOOR HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES � -� OF EA.STRAP TO 2 EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) E ALTERNATE USE NOTATION: SIMPSON H2.5A) U CONNECTION E STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2018 WFGM,TABLE 3.-I,P. 189);WHEN STRAPP G I" or LESS: 8d COMMON b" EDGE / 12" FIELD REQUIRES OVER 14 NAILS, USE SIMPSON 0516 5TRAPPIN6 (OR EQUAL). "•-- """�"� B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (201a WFGM, TABLE 5.255,P. QI) " "" " • GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.25C,P. 29 ALTERNATE AS PER TABLE 5.250,P. 2c15) """" • I p` - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. (201a WFGM, TABLE 5.'1, P. Isa) AT STUD TO w —D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING ®STUD TO END OF HEADER EA. SIDE FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING I5 REDUCED. Q E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2018 WFGM,TABLE 5.22F,P. 288) ° PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 5" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER —G F - NUMBER OF I6d NAILS, S a FAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE °° a ° a SHEAR CAPACITIES, NAILIN6 REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR °a ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT' B (DOES NOT APPLY TO DOORS) (201a .a WFGM,TABLE 5 ,P. III) �,"w e e ° a `e ° a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF e FOR STRAP - _5 b d* COMMON NAILS a EA. s NAILS SHALL BE PERMITTED To BE REDUCED TO 1-I6D NAIL PER FOOT. o,•"�� ° as ° END OF STRAP (WRAP STRAP UNDER SILL PL.) - FOR ROOF 5HEATHIN6 WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH LA U R E L AV E N U E FA5TENINO 5GHEDULE B ° e a e SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE —F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ° 9° �""'"""••- ° e FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL Zola EDITIOtll "" 2 16 d COMMON NAILS LOT 2 A NOTATION SIONAOE FOR TRUSS TYPE, PRE—ENOINEERED ROUGH A B G D E F G WOOD, AND/OR TIMBER OONSTRUOTION OPNG THE FOLLOWING 51ONAOE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2215 LAUREL AVENUE 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 Sfi=L G NO OF TOfi SLAT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIt`I.) U.O.N. b'-O" q I 3 3 5 5 BRACING/STRAPPING AUTHORITY HAVING JUR15DICTION: DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, LESS PROVIDE 8'-0" 12 2 5 4 4 4 SPLICE --{ TOP PLATE SPLICE REQUIREMENTS TOP PLATS SPLICE REQUIREMENTS BAYS BACK m 5LOCKIN6. 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL STRAPPING, & NAILING DETAILS LENGTH I 4'-0" O.C. ro AGHEIVE RAKE O.H. BE "1", "II", "1II", "IV', OR "V" TO INDICATE FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BQG - lo'-o" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 BUILDING MINIMUM SPLICE''` BUILDING MINIMUM SPLICE 1-2-,4 THE N1r5 BC. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT.) LENGTH (FT.) TYP. STRAP w/(5) PAGE: 8d NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-6" 12'-0" OF OF EA. STRAP 6" DIAMETER 00, COMPONENTS THAT ARE OF TRUSS TYPE, G /- /- I I6'-o" 5'-0"/5'-9" Ib'-0" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER G-003mOO ANCHOR 5OL7 JFEL/ L/AT1OI` S CON57RUCTION AS FOLLOWS: 20-O 4-O /5-O 20-O 51-oll ` "F" = FLOOR FRAMING, INCLUDING BLOOCKING 2 BAYS " '' GIRDERS � BEAMS 6'-12' SPECIFICATION (2018 WFGM TABLES 3.2A 5.28, P. 157-I60) 24'-O" 4'-0"/5'-0" 24'-0" 6'-O" BACK 0 4'-0' O.G. - "R° = ROOF FRAMING CORNER gq� ^l CONDITION FOR ALL STRUCTURES: - - / / 3 OF 16 "FIR" - FLOOR � ROOF FRAMING DATE: 01 19 24 5/b"O ANCHOR BOLTS a 5a" O.G. 28'-O" 5'-O"/b'-5" 28'-O" 52'-O" 6'-O"P7'-6" 52'-0" a'-O" iv SECOND FLOOR 56-O NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE " ' 56-O q0 N I. MIN. 7 EMBEDMENT INTO CONCRETE BLO CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE " n A. ,• „ LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /IO-O 40-O II-O ' ' .: ate- GKING 2 BAYS •� ♦ PROVIDE AN EQUIVALENT NUMBER OF NAILS w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK ® 4'-0" O.C. „• � "r ., /s d�, END „ 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-O" IO'-0"/12'-6" 50'-O" 15'-O" �'' `° --• CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 8 FILL IN EXPOSURE 5 TYP. STRAP w/(5) `. STROKE TOP TWO COURSES SOLID ad NAILS EA. END T 5.TABULATED SPLICE LEN6TH5 ARE BASED ON b FOOT WALL 60'-0" 12'-0"/15'-O" 60'-0" I6'-O" OF EA. STRAP Aa ' 1_£0 :fl HEIGHTS FOR OTHER WALL HEIGHTS,H,THE TABULATED UNIT fl 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR e LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI6HT5 MULTIPLY THE ABOVE -IO'-o" 14'-O" -i0'-o" W-O" <!`y NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 5. ANCHOR BOLTS ARE TO BE BETWEEN b" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT). 50'-O" I(1-011 80'-0" 22'-0" p', , I• ywa," FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) IO'WALL- 1.25 *.. .1 II'WALL- 1.5-15 BLOCKING 2 BAYS RED PANTONE WHITE THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12 WALL - 1.5 FOR 10'-0"WALL #Ia-I 4.TOP PLATE5 SHALL BE A MINIMUM OF STUD 6RADE MATERIAL 1�1 SCELLANEOUS FRAM I NO O RAPH 1 C5 GONT I NUOUS BUILT-UP C 1 RDERS 3 Oil MORE SUPPORTS I �I I �"'"� � I/� (THAT EXCEED FRAMING STANDARDS, IT 15 REO'D FOR FRAMER TO HAVE A F I RE B L_O G K 1 I O FOR F L A TF O R1� W O O J.� F RA I I O WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN 50HEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [IC:. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN I/b � a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED Q PATTERN GPATTE ION DESCRIPTION �� TOGETHER SIDE BY 51DE ARE CONTINUOUS OVER O BLOCK I NO UNDER LOAD BEARI NO WALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. L NON-LOAD BEARINO WALL OFFSET FROM SUPPORT A (2)ROW5 10d NAILS a 12"O.C. P THE SPAN LENGTH FROM AN INTERMEDIATE LLI CO 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST m STUDS B 0)ROWS IOd NAILS• I2 . TWO ADJOINING JOISTS, NOR MORE STUD 'D �O.C. SUPPORT NO T SERVES AS FIRESLOPPING. ' SUBFLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (2)ROWS I/2" 0 BOLTS* 12"O.G.STA&&ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE p /SUBFLOOR G DBL.m ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPIN6. � 67 SOLE PLATE BUILT UP GIRDER P MAX.32" SOLE PLATE v (2)ROW5 1/2" m BOLTS a 16"O.G. NAILING: TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE p -p r-- O JOIST SERVES A5 FIRE5TOPPIN6. — C4 (2)ROWS I/2" 4'BOLTS m 24"O.G. SIDE WITH IOd NAILS, TWO NEAR EACH END OF ��+ E L � BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING p C (\I z O F (2)ROWS 5-5/6"TRUSSLOCK 5GREW5. 121,O.C. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. '— Ln SCREWW ON(U SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH W G, (2)ROW5 5-5/6"TRU55LOCK 50REW5• 16"O.G. P 51DE W/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE c x :3 N SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD $LOCKING PLACED BETWEEN JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 p O O +� O (2)ROWS 5-5/6"TRUSSLOCK SCREWS• 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRESTOPPIN6. O co JOIST H SCREWED ON(1)SIDE OF MEMBER P a-J MAXIMUM OFFSET (2)Rows 5"TRU55LOGK SCREWS o 12°O.C. THREE-PIECE 1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND p (\.I O f>3 J BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 206 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O JOIST DEPTH, d SCREWED ON BOTH 51DE OF MEMBER P NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVES r NOOOPPIN6. Q �- MATCHED 51ZE OF BLOCKING (2)ROWS 5"TRUSSLOGK SCREWS o Ib"O.C. 4 UNDER NON-LOAD BEARING FIRE5TOPPIN6 AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE BLOCKING 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32 O.G. 5-Np OTHERS STAGGERED w/ A DISTANCE OF NOT MORE DOUBLE PLATE L SC Rows 5" BOTH SIDE SCREWS m 24"O.G. BETWEEN I/6 Q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL SCREWED ON BOTH SIDE OF MEMBER a I/4 OF A THAN 32 BETWEEN NAILS IN A HORIZONTAL LINE. FOUR-PIECE 61DER5 ARE TO BE A55EMLED AS BE ADDED BETWEEN 5TUD5 IN PARTITION ADJACENT TO W GE I L I NO BRAG I NO P STRINGER TO SERVE AS FIRE5TOPPIN6. �✓ CANTILEVERED FLOOR I.BEAMS a HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED �. GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR a CONNECTION PATTERN 'B'WHEN 10"OR LARGER P FRAMING SHALL BE FIRESTOPPED 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 61ROER P, GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH _�_J 70 SUBFLOOR SOLE PLATE Vx4"CONTINUOUS 6ABLE END MASONRY PIERS, NAILED TO WOOD F05TS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRAGS m 6o.c. BOLTED TO STEEL COLUMNS.TRUSS THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE JOIST 2) IOd 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 n 1 �/�C, PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON W M 10) 8d NAIL_ N O f=A TTE RN S F O R S D E L-O A D E D B 7 A M S (i e . FLUSH B F_A I " I✓> -LOCATIONS REGUIRUN6 FIRE5TOPPIN6- NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE AS 1 , W NAILS AS FIRESTOPPIN6. —T FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS � ` JOIST * 5d COOLER NAILS® 10" O.G. ' ' v I NAILED BOLTED M I I N I M I 2"x4" BLOCK NAILED TO EA.BRACE VERTICAL BLOCKING 2 ROWS Ibd 3 ROWS Ibd 2 ROWS Xs" 2 ROW515" 2 ROW515" C y�„ FIRESTOPPIN6 WHEN DOLTg a 24 'II�'' 4 IOd NAILS COMMON COMMON TS T9 w/ L5 BOL BOL( ) • • O.G.gTAB6ERE1� COVERING IS APPLIED 20 ga.STRAP o.c. a I2"o.c. a 12"oG. o b"O.C.oc /r GYPSUM BOARD TWO ROWS 12"O.G. THREE ROWS 12"O.G. J0I5TS < DOUBLE PLATE * (10)8d NAILS " " o " " " TO UNDERSIDE or- STUD (� sd COOLER NAILS ® 10" O.C. BEAM SELECTION w/ STD. NAILING LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 �+ NOTE, ENDWALL STUD AS NOTED IN NOTE5 7 8 5 " e " " o n e e S NONCOMBUSTIBLE ALTERNATE W JOIST SHALL BE LOCATED DIRECTLY *DENOTE5 ALT.FOR USE OF DRYWALL SCREWS FIRESTOPPING LOCATION Q OVER STUDS, UNLESS TOP PLATE: IS 4" o EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2"FROM @D6ES SOLE WOOD FIRESTOPPING OF GIRDER DE516NED TO CARRY THE LOAD SCREWS#6 - 14"TYPE W OR 5 FIRESTOPPIN6 LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER A5 THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"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 WASHERS UNDER HEAD AND NUT. O O O O O O O O O O OVERLAID ROOF 5.5TA66ER EACH ROW OF FA5TENER5 BY 12", p © p 2"SPACE NOT ATTACHMENT ® VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ ® NONCOMBUSTIBLE FIRESTOFFIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 \ APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. \ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED \ � FOR 4"O.G.NAIL SPAGIN6. LOCATION 1 STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS- 5 STRAPPING w/ 'T.2 ROWS OF 16d COMMON NAILS(12"O.G)FOR DEPTHS 12-OR LESS 4 bd NAILS LOCATION 8 PIR@STOPPIN6 LOCATION a ®EA.END a R.R. b.5 ROWS OF Ibd COMMON NAILS 02"OGJ FOR DEPTHS OF 14',16" a Ib'. LOCATION 10 FULL WIDTH 2" BLOCKIN 0 F- GONSTRUGT 1 ON DETAILS I$ WIND LOAD FA7H GONNEGT 1 ON DETAILS TOP PLATE DRILL 2"m INTO ROOF NOT TO SCALE DECK FOR STRAPPING INSTL. NTERSECT 1 ON DETA I L EXIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUIS LOWER TOE NAIL NOTED CONT. 5LOGKIN5 TOP PLATE SPIKED TO R.R.'. ALIGN NEW a EX. R.R. AS SHOWN K I NO STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOTS WQOj� ,,JQI ROOF,R.R. IN LINE CRIPPLE STUD BLOCK I NO JO 1ST HANOE HEADER GENERAL REOU I REMENTS FOR C ENERAL REG2U I REMENTS FOR W INSTALLATION OF OLINIGHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADER —O o WOOD O I RDER JACK STUDS WOOD JOIST � MAIN MEMBER W JOIST FRAM I NO OVER WOOD OI RDER JOIST FRAM I NO FLUSH W 1 TH OI RDER/HEADER 71'P I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBE aAI-1.X 5 APPROX. 50• W/THE MAIN MEMBER $ STARTED APPROX. Xs 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, 5TRAI&HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q0° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT 2 MEMBER, FOR TH15 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 5. ILS SHALL BE INSTALLED TALLED IN ITT AINSIDE OF RAFTER OR CEI AVOID SPL , NO MORE THAN 2 TOEILLIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS IN EA. 51DE WHEN FASTENED TO A 2"xb" TOP PLATE. BOTTOM PLAT BOTTO FLAT 2215 LAUREL AVENUE BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIS TOP PLATE SOUTHOLD, N.Y. 11971 CHL-1. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE J0157 FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'6 TO R/L 51MES w/STRAPPING TO R/L SIDES) tD O TOP PLATE ® o Q WIND RES 1 STANT CONSTRUCT ON GONNEGTORS PAGE: ICHIM. CHASE WALL G-004m00 CONNECTION LOCATION: PART NUMBER: OTES: R I DOE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS Xtb lu a ZZ RAFTER-TO-WALL H-1 APPLY TO EACH RAFTER DATE: 01/19/24 4 OF 16 ROOF 0 a z �o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER IN Vj_ • 0 11REOD BLOCK 6Q PLATE-TO-WALL STUD C520 @ 18 Q APPLY TO EACH WALL STUD TO ®LEAN LEVETL AAB01 VE ®z Q a 11 THE FIRST FL. 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56 APPLY TO EACH WALL STUD FLoowcL6. ® O HEADER-TO-JACK 5TUD 0520 @ 12" DSO F APPLY TO EACH JACK STUDTTI CRIPPLE STUD-TO-HEADER H3 �;-•`P ...�: ��` APPLY TO EACH CRIPPLE 57UD SHEAR WALL HOLDDOWN ANCHOR 557B16 APPLY TO EACH SIDEWALL END a WRAP UNDER DOUBLE SILL PLATE t 157. FLOOR-UNDER-SILL PLATE C520 SIDS VIEW FLAN VIEW (USE W 1 TH 311 SQUARE WASHERS) 0 Pa d USE THE FOLLOWING OR APPROVED SIMP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION IN5TRUCTION5 TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0 E N E A L S",�r�5 O L <E**%r ^ 5EE SITE PLAN FOR PROA PANE TANK LOCTION _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. STL. �- -� CL Q � EXISTING TO REMAIN WHEN APPLICABLE) 0� A _ NEW FOUNDATION WALL ( ) W {--I NEW WOOD FRAME (L.6. N o uj J cu m f --� STL. WHEN APPLICABLE) Q � � � a 4- N NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL < 'c to WOOD FRAME (L.6. STL. POST FOR 4" WALLS 6 0') WHEN APPLICABLE) (MIN. (2) 2"x&" STRUCTURAL O !- O POST FOR 6" WALLS), U.O.N. = _0 } 0 WOOD FRAME (L.6. SNEN 2-HR. FIRE! D. LO N z p WHEN APPLICABLE) CL •cOLo �. X CV - - - - - - - - - - - - - - - - - - - - -� 0 O +- 1 „ ' • I 0 0 •ca - - - - - - - - - - - - - - - - - - - -7 I Q or � � 0 I FOUNDATION PLAN NOTES BURIED PROPANE LINE AS PER COVENANTS 6 RESTRICTIONS DATED 5TH ,n OF MARCH 2O25: I I �I W I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO ELECTRIC, GAS, TELEPHONE, GABLE'_ AND WATER, MUST BE LOCATED UNDERGROUND 2. UNDERGROUND STORAGE TANKS A RE PROHIBITED, • • - - - - - - - EXCEPT THOSE WITH SPILL, OVERF'LL AND CORROSION PROTECTION REQUIREMENTS IN PLACE "�J PROVIDE (1) NEW FURNACES: O I. UNIT BY "RHEEM" OR APPROVED EQUAL a a 2.PROVIDE 5-TON UNIT FOR IST FLOOR "ZONE 1" $ "ZONE I n 1 2";UNIT LOCATED IN BASEMENT5.VENT F.A.I. THROU H WAL� L L 4. N ' 5. INSTALL AS PER MANU. SPECS. NEW MEGH. AREA: _ �, O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s � _ ____ _ ____ _ ___ _ _ ___ _ _ _- _ _ ___ _ _ _- _ ( d UJ0 , 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NYS MG 506.1 z 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES 2 REQUIRED PER NYS MC504. - - - - - - - - - - - - - - - - - - - - -402 L r' - - - - - - - - - - - - L 'J - - - - - - - - ® ® 4.IF APPLICABLE, DISCONNECT, REROUTE, RECONNECT - - I I � r - EQUIPMENT TO EXIST. PIPING A5 REQ.V. • ti s „ l `9 o l I o TYPICAL MECHANICAL AREANOMS: I L - J L - J I - LL I. FOR VC. FR. FLOOR - PROVIDE 1/2"GONG. BD. BY I - - - - - - - - - - - - - - - - - - - - - `PROPOSED PATIO ABOVE "DUROCK" (OR EQUAL) 2. FOR HP. FR. WALLS - PROVIDE (1) LAYER OF 5/6" TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) ' 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. I 4 SPEC.'s AND AS PER NYS MECH. AND FUEL OAS GORE I I I A-4ol 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT IT CONFORMS TO NYS MECH. AND FUEL OAS CODE -' 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE ° ( r- - I L - - - - - - - -°- - - - - - - - - - - - - - - - - - - - - - - - O I FRESH AIR INTAKE FROM EXTERIOR. 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I p I " ' '• L - - - _ EMERGENCY SHUT OFF SWITCH I I I •7. FOR GAS SERVICE, PROVIDE CAS SHUT OFF SWITCH L - J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J _ ' • 6. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER CLEARANCES AS PER CODE R&�� L- ' 11. PROVIDE 3" FLOOR DRAIN IF R.EO'D BY EQUIPMENT d CONNECT TO SANITARY SYSTEM A5 PER NYS PLUMBING CODE 10,APPLIANCES JOINED THROUGH A COMMON NATURAL A-� A-4ol DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL SECTIONS OF 2020 NYS RC 62421. ji I •9 UNDER-FLOOR AREA VENTS O3 NEW VENT W MIN. I S.F. NET VENTILATION OPENING PER UNDER-FLOOR 25'-10" I 2020 IRO R405; INSTALL AS PER MANU. SPECS WITHIN _ VENTILATION 4 3'-0" OFBUILDINGCORNERS - - - - - - - - - - - - - - - - - - - - - - - - - FLOOR FREEZE PROOF HOSE BIB: I • • AREA 2696 S.F. I •, O4 FASTENED w/ MASONRY ANCHORS (PRECISE _ % REQ. S.F. PROV. LOCATION T.B.D. IN FIELD - CONSULT W OWNER) I 1- I - - - - - - - - - - - - - - - - - - - ELECTRICAL PANEL: I VENT 55.0 S.F. 5 NEW 200 AMP ELECTRICAL PANEL LOCATION; ALL INSTALLATION AS PER NYS ELECTRICAL CODE. I I PROPOSED BASEMENT L BURIED PROPANE TANK: - - I I UNFINISHED;UNCONDITIONED SPACE� I � • ., bO I. PROVIDE NEW I,000 GALLON BURIED PROPANE TANK ( q'-O" GLG. 2.INSTALL AS PER MAU. SPEC.'5 3.INSTALL MIN. 10' F 0" FROM DWELLING, SANITARY d STORM H6FfT - WATER STRUGTUR.ES, $ BURIED UTILITY LINES;REFER TO SITE PLAN FOR INSTALLATION LOCATION. WATER HEATER O - I l� F F- 7 F w O NEW RHEEM PERFORMANCE HIGH DEMAND 100 CAL. O I HATER HEATER (OR APPROVED EQUAL). I OPROPANE O I. VENT THROUGH WALL. L - J L - J L - J L - .J L - J v 2.F.A.I. THROUGH WALL. 5.INSTALL PER MANU. SPEC.'S 3 g 4 I A-ao2 _ z I DOOR NOTE: O 1. INSTALL NEH ON PLANS BY I JELD-HEN�OR EQUAI�)GALLED OUT i- ® ® PROPOSED 6ARACE SLAB I Q 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). 3 INDICATENOTE POF5 NOT N lq DOOR PR PO ED;5EE DE5AT ON5 $ D IOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR � - � °. ; I PROJECT: WALLS, U.O.N. 5. INSTALL PER MANU s( I LA U R E L AV E N U E 6.PROVIDE (2) 2"xl0" HDR.,., U.O.N.U.O.1. SEE PACE 0-005 FOR ALL OTH •°' " ' 6 LOT 2 ELEMENTS AROUND DOORS (71'PEFOP, ALL)U.O.N. WINDOW NOTE. O I. ALL NEW WINDOWS 3 DOORS SHALL BE ANDERSEN I I � •• I Q CASEMENT, DOUBLE HUNG, OR 6LIDI'N6 (AS NOTED). I OO , , INSTALL AS PER MANU. SPEC.'S. I r l 2 SEEE5I6NATIONS 4 WINII SCHEDULE.DOES NOT DICATE EACH Ilq NDOW PROPOSED; I i I I I ( 2215 LAUREL AVENUE 5.FOR SUBSTITUTIONS, SEE NOTE #q IN "CLASS WINDOWS r AND DOORS" ON PACE 6-002. II-5 I " 3�2" I- - - - - - - - - - - - - - - - - - - - � I SOUTHOLD, N.Y. 11971 4.ALL CASEMENT WINDOWS TO HAVE STRAI6HT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH `Q 003 � - - - - - - - - - - - - J I • • 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: (V *' • 6.1. FOR ALL SKYLIOHTS $ OPERABLE PANELS OF - - - - - - - - - - - - - - - - - - - - - - - 5WIN61N6,SLIDIN6, d BIFOLD DOORS -� �- DRAWING TITLE: 6.2. WITHIN I6" OF F.F. VENT _ _ _ _ - - - _ J PROPOSED STONE PORCH ABOVE _ _ _ _ 6.5. WITHIN 24" OF A DOOR F.A.I. ' PROPOSED FOUNDATION PLAN 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING a O 6.5. WITHIN TUB/SHOWER ENCLOSURES in ( 3 : I 6.6. 5EE AL50 GENERAL NOTES ON PACE 6-002 I I 7 6 5 1. SEE PACE 6-003 FOR FR•AMINC ELEMENTS AROUND WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I I L - - - - - - - - - - - - - - - - - - - -J (2) 2"xIO" HEADER U.O.N. 2 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL EIGHTS PAGE: _ - - - - - - - - - - - ° LESS THAN 24" ABOVE F.F., THAT AIRE MORE THAN-12" L - - - - - - - - - - - - - -� - _ _ _ _ _ _ _ _ _ - - - - - - - J - - - t ABOVE GRADE OR THE ADJACENT 'SURFACE AT THE r. r -I r �lr-,.BUILDING EXTERIOR. '_ f •' 7 I EGRESS NOTE: • L J L J L .J INCOMPLIANCE WITH NEWYORKSTATE'_ BUILDING L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF A-101m00 EOR.E55 SHALL BE FOLLOWED: 2'--1" 14'-I I" -I I'-•i" 13'-3" 21'-6" 23'-3" 16'-III 69_a DATE: 01/19/24 5 OF 16 Q SEPTIC CONNECTION D D O>-L WATER SERVICE LINEA ELECTRIC SERVICE LINE ��+° . FROPOSEr7) FoUNr7)A71 ON FLAN SCALE: 114" = I'-O" SEE fi AOE A-501 FOR N l Nr� )ON D00 SGHE:-�ULE OE NE AL <E* ' : D - NATURAL(HABITABLE PAG)NATION M `I' N FLOOR AREA 32'1 S.F. D NEW PARTIAL HEIGHT p � I w _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. STL. S.F. REG. S.F. PRO\/. p Q WHEN APPLICABLE) EXISTING TO REMAIN LIGHTING;MIN. 8% 0 �--�-=---,•{ NEW FOUNDATION WALL OF FLOOR AREA 26.2 S.F. 100.6 S.F. Lu NEW WOOD FRAME (L.G. h-=- W O STL. WHEN APPLICABLE) VENTILATION;MIN. 13.1 S.F. 641.5 S.F. J 4% OF FLOOR AREA cy) NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL � E IN WOOD FRAME (L.O. STL. P05T FOR 4" WALL5 23 0" WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 33'_q:: 24'-5" b7 O I I'-I I" -O" POST FOR b WALL5), U.O.N. A A A = -0 } NEW 2-HR FIRE RATED +� WOOD FRAME (L.G. STL. LO O N z 0 WHEN APPLICABLE) p \ / �' •C73 � d- J O O � N FLOOR PLAN NOTES NATURAL LIGHT VENTILATION - \ / m , C9 DOOR NOTE: A/G CONDENSERS: (HABITABLE SPACE) 0 I cV Jc O Oj 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE(1)NEW 4-TON A/C CONDENSER BY"R MM' (V \F- C O O ON PLANS BY UELD-WEN'(OR EOUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 NATURAL LIGHT 4 VENTILATION FLOOR AREA cl 1 S.F. Q d 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.INSTALL AS PER MANUFACTURER SPECS. ON PLANS BY'THERMATRu','ANDERSEN,(OR EQUAU. 5.INSTALL UPON LEVEL 6ROUND 4 PROVIDE&ROUND (HABITABLE SPACE) 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 PERPENDICULAR CONDENSER. FLOOR AREA 245 S.F. LIGHTING; MIN. 6% r" WALLS,U.O.N. 4.ALWAYS LOCATE CONDENSER 10'MIN.FROM ANY OAS 5.INSTALL AS PER MANU SPEG.'a APPLIANCE,AND AT LEAST 5'FROM W1NDOW5mooR5 OF FLOOR AREA -18.2 S.F. 15q.0 S.F. I WALK-IN I cV 6.PROVIDE(2)2"xIO"HDR.,U.O.N. WHENEVER POSSIBLE. S.F. REG. S.F. PROV. BEDROOM I CLOSET ?.SEE PAGE 6-005 FOR ALL OTHER FRAMING VENTILATION;MIN. 103 'f8 s.F. ELEMENTS AROUND DOORS(TYP.FOR ALL)U.O.N. LIC7HTIN6;MIN. 8% 14% OF FLOOR AREA 3q.1 S.F. i16.2 S.F. I 371 S.F. STAIR 4 RAILING NOTE. OF FLOOR AREA Iq.B S.F. 36.3 S.F. O2 ELECTRICAL METER: i. ALL NEW STAIRS SHALL HAVE MAX.8-I/4"RI 1 MIN.10" 12 INSTALL NEW ELEC.METER AS PER NY5 MEGH.CODE,4 Tr-RISERS SHALL BE CLOSED VENTILATION;MIN. 1 2. GREATEST RISER HEIGHT IN A FLI6+fT OF STAIRS SHALL UTILITY CO.STANDARDS q,q S.F. 15.1 S.F. t- NOT EXCEED THE SMALLEST BY MORE THAN J". 4% OF FLOOR AREA - 4. STAIRS SHALL HAVE THE 5. HEADROOM IN Y FOLLOWING CLEAR IB WIDTHS: NEW 4S SHALL BE AT LEAST "X5"ALUM.DOWNSPOUT(TYP) WHITE 4.1. BETWEEN CLEAR HE16HT 4 HANDRAILS: 56"MIN. Q i 4.2. BELOW HANDRAIL,RAIL ON ONE SIDE. 51.5"MIN. NEW LAUNDRY GLOSET/ROOM: (� J I I U a 5. ANDRAILS SHABELOW LLBEEIPROV PROVIDED ON NOT LESS THAN L,RAILS ON BOTH Sims. 21" IN. 14 I _ " _ n bn _ " (�V . NEW WASH/DRY HOOK UP ONE SIDE OF EACH FL16HT OF STAIRS CONTAININ6 FOUR 2.COORDINATE LAUND.ROOM 4 DOOR DIM.'s 2I IO 33 2 3 OR MORE RISERS,AND WHERE SHOWN ON PLANS. w/SIZE OF EQUIP. - - - - - - - 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED 5•PROVIDE HOOK UPS AS REQ'S PER MANU. II 15-8 15 8 W 4� WALKING SURFACES LOCATED MORE THAN 50"ABOVE d 1 1 FINISHED FLOOR OR GRADE,4 WHERE SHOWN ON PLANS. DRYER EXHAUST NOTE: \ 0- T 42"HIGH GUARDRAIL 4 SPINDLE SPACIN6 NOT TO I. DUCT SHALL TERMINATE TO EXTERIOR A A ALLOW PASSAGE OF A 4"Q SPHERE;56'H16H 2.DUCT SHALL TERMINATE MIN.V-O'FROM ANY \ I HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW OPENIN65 n n „ , „ I T PASSA6E OF A 4"m SPHERE. 5.DUCT SIZE AS PER MANU. IT-5° b'-5" r 1 6. ORIPPABLE RAIL AS PER CODE. 3-"1 104 -"1 15 4,DUCT SHALL BE EQUIPPED w/A SAGKDRAFT DAMPER q. RAILING d TREADS TO BE WOOD 5.TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION.FLEXIBLE TRANSITION DUCTS USED TO II'T 13 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM _ U ® SHALL BE LIMITED TO 51NISLE LEN&TH5,NOT To - COVERED WOOD TREADS,RISERS 4 TOPRAIL 4 SPINDLES EXCEED b FEET AND SHALL BE LISTED AND LABELED PORCH 5-IO" Ilq IN ACCORDANCE WITH UL 2158A. 0 28q.5 S.F. cV 6:: 10- 6.EXHAUST DUCTS BHA BE MIN OAIb"THK RICO � I • SMOKE DETECTOR/GO DETECTOR NOTES: METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 113 I fn WALK-IN • O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT RUNNIN6 IN THE DIRECTION OF AIR FLOW.EXHAUST - SMOKE/CARBON MONOXIDE COMBINATION DETECTOR DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL u1 CLOSET p HARD WIRED TO EACH OTHER w/BATTERY BACKUP. SCREWSS.F. 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES T MAX.LENGTH SHALL NOT EXCEED 25 FT FROM DRYER - \ ¢� SHALL NOT BE REOUIRED WHERE EXISTING ALARMS LOCATION TO THE WALL OR ROOF TERMINATION.THE q q" ARE NOT INTERCONNECTED,AS PER NYS R514.4. MAX.LENGTH OF THE DUCT SHALL BE REDUCED 2.5 WALK-IN % Q 5.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND FEET FOR EACH 45"BEND AND 5 FEET FOR EACH q0"PER GENERAL ELECTRICAL NOTES ON PACE 6-002. BEND.THE MAX.LENGTH OF THE EXHAUST DUCT DOES CLOSET Q G 4.SMOKE/GO DETECTORS TO MAINTAIN 5'MIN. NOT INCLUDE THE TRANSITION DUCT. I 55 S.F. 8'-b" I \ / I q' HORIZONTAL SEPARATION FROM SUPPLY/RETVRN DUCTS p OPENIN&5 TO BATHROOMS w/5HOWER OR TUE. BATHROOM I 5.INSTALL ALL AS PER MANU.5PEC.'s THERMOSTAT: _ 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR IB I. PROVIDE THERMOSTAT FOR(U ZONES: V1 162 S.F. IN COMPLIANCE WITH LOCAL CODE -ZONE I. FIRST FLOOR d WINDOW NOTE: -ZONE!2. MASTER BEDROOM 2. H.O. F. SELECT MODEL;INSTALL A5 F'ER 120 O4 I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN MANUF.SPECS BEDROOM 2 CASEMENT,DOUBLE-HUNG,OR 6LIDIN6(AS NOTED). 248 S.F. - - INSTALL AS PER MANU.SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS 4 WINDOW SCHEDULE. ib NEW OAS FIREPLACE INSERT.CONNECT AS PER E 151-61 5.FOR SUBSTITUTIONS,SEE NOTE"IN'&LASS WINDOWS MANUFAGTJRER'S SPEGIFIGATIONS AND NYS STATE MUDROOM AND DOORS"ON PAGE 6-002. MECHANICAL CODE;PROVIDE A NECESSARY 6 4.A CASEMENT WINDOWS TO HAVE 5TRAI6HT ARM HINGE. VENTING. 2:_7:• T 5.ALL DOUBLE HUNG WINDOWS TO BE TILT WASH \� ,� b o p b.6.GENERAL,TEMP.OIL.SHALL BE PROVIDED. - \ O i -1 6.1. FOR A SKYLI6HT5 d OPERABLE PANELS OF 2'_0" 123 I _ SWINGING,SLIDING,t BIFOLD DOORS IRRIGATION,LAND50APIN6 AND FERTILIZER � - �° � VENT DRYER 62. WITHIN IB"OF F.F. RESTRICTIONS AS PER COVENANTS 4 RESTRICTIONS - 6.5. WITHIN 24"OF A DOOR DATED 5TH MARCH 2O25. THROUGH ROOF N 4 6.4. WITHIN STAIRWAYS 4 WITHIN 56"OF A LANDING 6.5. WITHIN TUB/5F10;ER ENCLOSURES I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT 6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 OVER-WATERING C I -I.SEE PACE 0-005 FOR FRAMING ELEMENTS AROUND 2.THE USE OF SYNTHETIC FERTILIZERS,HERBICIDES OR KITCHEN O PESTICIDES 15 PROHIBITED 2"12 S.F. 0 DINING ROOM WINDOWS CfYP.FOR ALL)U.O.N.;PROVIDE AT A MINIMUM 3 - 5.THE USE OF NATIVE,LAS DROUGHT-TOLERANT PLANTS AFi£ IN (2)2"xl0"HEADER U.O.N. 112 = i 290 S.F. i 6.WINDOW FALL PROTECTION SHALL BE PROVIDED PER REQUIRED IN LANILIZER R \ -3" -I" " " N NYE)R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS `} T USE FERTILIZER PRODUCTS GONTAININO - \`�v�\ 3-6 IO--1 LESS THAN 24"ABOVE F.F.,THAT ARE MORE THAN'12" NITROGEN,PHOSPHORUS OR POTASSIUM 15 PROHIBITED O 5 PANTRY - - - - - - - - - - - - - - - - ABOVE CRAVE OR THE ADJACENT SURFACE AT THE BETWEEN NOVEMBER I AND APRIL I ; BUILDING EXTERIOR. 5.ONLY ORGANIC.FERTILIZERS WHERE THE WATER-50LUBLE m 21'-l" NITR06EN 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 BUILDING 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE q0 S.F. CODE,SECTION R510.2.1;THE POLLOWIN6 MEANS Oil FEET IN ANY ONE APPLICATION,WITH A CUMULATIV E&RE55 SHALL BE FOLLOWED. APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 b 7 ij / 5QUARE FEET PER YEAR 15 PERMITTED -b" I I'-O" Q J / NET CLEAR OPENINS...........5.1 5.F. '1.THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS fi- NET CLEAR HEIGHT...............24"MINIMUM IS PROHIBITED UNLESS ESTABLI5HIN6 A NEW LAWN OR A 11 - - - - - - - - ' - - - - - - - - - - - - - - - - - - / NET CLEAR WIDTH.................20"MINIMUM SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE N " -� 5'-I" q" q" ..... - ENOU6H PHOSPHORUS NI 111 2'-7° 4u- / O TYPICAL$ATHROOM NOTE: &.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS < O I. VNIAA IN BOARD SURFACES SHALL BE IMMEDIATELY PICKED UP I \ 106 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN „ u 4'-0' _ ALL BATHROOMS - 5-q 101- 12. INSTALL BOARD IN A SHOWERS AND _ �/ / U U I �1 u1 \ 2. SHOWER FLOORS V 7 p 110 ! K k~I �v�J \\ p \ m 2.1. NEW TILE FINISH(H.O.TO SELECT)UPON I IS \ Q< 15 2 2. CONCRETE MUD-SET(SLOPE 1/6'PER FOOT "Y TOWARDS DRAIN)UPON I - I_ - Z L - - - - - - - I- - 2.5. WATER PROOF MEMBRANE TO COVER SHOWER 6 5 10-7 - - - - - FN-• FLOOR,WRAP DRAIN d ATLEAST 16"UP WALLS \ Z HIGH EFFICIENCY LAMPS: Q _ - - - - - - - W NEW EXHAUST FAN SHALL BE INSTALLED WHERE 410%OF THE PERMANENTLY INSTALLED NEW LI&HTIN6 5 3'-b" O VENTILATION 15 NOT MET BY MEANS OF NATURAL FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, R� H _ G R A AGE - tt Q g a "I 51 S.F. � N O CIRCULATION THROUGH WINDOWS OR DOORS TO AS PER 2020 NYS EGG R404.1 ` ^ ATHROOM 5 6 6' 6' `r m ! _ _ OUTDOOR SPACES AS PER NY5 MECH.CODE SECTION �-(v}\\ �- m - - - - v 405.5.2.5;INSTALL AS PER MANU.SPECS q 81 S.F. GL. FOYER - HOT WATER PIPING INSULATION: / \ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 84 S.F. / NEW PLUMBIN6 FIXTURES, MECHANICAL SYSTEM PIPING AND HOT WATER PIPING „ 5n 4'-10" 3'-6" T Oi A NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6.002. R-5 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 ECG I WALK-IN m R405.4 4 R405.5. fA CLOSET NEW FLOOR. I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING O 15 S.F. / w O 1. NEW J"PLYWOOD SUBFLOOR BENEATH(GLUE 4 _laREW); FLUIDS>105"7 OR<55"F(R405.4) SCREW PERIMETER OF SHEATHING 6"O.G. 4 12"O G.b 2. PIPING "AND LARGER IN NOMINAL DIAMETER INTERIOR, 5. PIPING 5ERVIN&MORE THAN(1)DWELLING UNIT _ \ \ 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 115 114 16 \ _ < 1b5 S 2.NEW FINISHED FLOOR PER H.O.SELECTION O ONEW TILE FLOOR: 5. PIPING FROM WATER HEATER TO A DISTRIBUTION - - - - - - ! - q IFOLD I. NEW TILE FINISH(H.O.TO SELECT)UPON 6. P PNN6 OGATED UNDER A FLOOR SLAB O 4 GREAT R OM \ I \ O PROJECT: 2.ONE LAYER THINSET(LEVELED PROPERLY)UPON IOI 415 S.F. 1. BURIED PIPING PARLOR I I \ 5.NEW�"DUROGK GEMENTBOAFtD(OR EQUAL)UPON 8. SUPPLY t RETURN PIPiN6 IN RECIRCULATION SYSTEMS 4.NEW WPLLYYWOOD S PERIMETER B L50HEA HIN6 b" (OL IEI4 SCREW; m OTHER THAN DEMAND RECIRCULATION SYSTEMS. .ry I i2 S.F. - u - INTERIOR. = 3 �2 �'2 2 �'2 \ L _ _ I_ -- J LA U R E L AV E N U E 50UND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: K K 10 I1. MIN.550 M CAPACITY ALL DOWN STAIR, FILL INTERIOR A BOUND TRANSMISSIONTH INSULATION TO CLA55 ST)FOR r I �� - 1 / I m L \ LOT 2 2.SIZE TO -IT MECH.EQUIP.THRU OPENING(MIN.2:!"x50") AIR-BORNE N015E OF NOT LE55 50 AS MEASURED IN 5.DBL.FRAMIN6 WHEN NEW OPENING ACCORDANCE WITH ASTM E q0. v \ 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R--4q INSULATION ABOVE w/WD.FR.(OR EQ)BAFFLE OR BEDROOM 3 RETAINER TO PREVENT INSULATION FROM ENMQRIN6 DWELLING WHEN OPENED,AS PER NOT EGG TRAM .4 4 I `° Y2" ' ° 2" 2 215 LAUREL AV E N U E (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE IWl p I -IO b-q'� b-q 4-3 THERMAL ENVELOPE OF BUILDING). - 5.INSTA AS PER MANU.SSE L - O 4y2" P - Y2"-,�-} 4'-4" COVERED $ S S SOUTHOLD, N.Y. 11971 b.CONSULT H.O.FOR PRECISE LOCATION OF ACCESS. � 4'- 3 PORCH DRAWING TITLE: v \ I I PROPOSED FIRST FLOOR PLAN - - - - - - 7 ,. a � A A A A - 22'-2" A A A 0 PAGE:5'-O" 3'-3y2" 3'-3y2" 5'-O' 24'-0" 23'-4" 23'-3" AR A-102m00 NATURAL LIGHT 4 VENTILATION (HABITABLE SPACE) D D _ FLOOR AREA 236 S.F. DATE: 01 19 24 6/ / OF 16 p S.F. REG. S.F. PROV. D f _ I LIGHTING;MIN. 8% to OF FLOOR AREA 15A S.F. 46b S.F. _ VENTILATION;MIN, q.4 S.F. 40.5 S.F. 4% OF FLOOR AREA y w FROFOSE7) FIRST FLOOR PLAN A ig 5,765 S.F. GROSS AREA; 5,210 HA51 TA5LF- AREA SCALE: I/8" = I'-O" SEE FADE A-501 FOR �OOR SCHEDULE a Q w w co J m STONE CHIMNEY WITH COPPER GAP Q 4-1 N O O -J Z / 5E RIDGE HEIGHT ^-- •CD r- PROPO_ D V ------------ ELEV. +25.2' -- - ---- ----- =._.._..- - - -- -- _ �_ .� p m �4-J ------- -------- ------------------------- -- --- - - -- - / a0 R 2o 12 - Ell --- �-12 -------------------------- — — — - -- — ----- - - -- _ ----- - - -- --- —-- - --- m PROPOSED TOP PLATE - _--- - = - -—-—-—-—-—-—-—-—------- ELEV. ry - - - - - - --- - --- - - --- - ---- - _ -_ -- ---- _-- -- — — - -- -- - • -------- - ------- LIL 4 V W O B iLL $ B Q O o O PROPOSED FIRST FLOOR ---'---------------- ELEV. �-Ob' - I I j I I I 1 11 IL H IT I I I 1 11 1111 11 A A A A A �±LL iLA A A L6==i � ijL iH 101 I I Ll LELLL�Ll�IL-�U-� � I I I U AVERAGE GRADE F.F. ELEV. -�O.O' - J S EAST ELEVATION (FRONT) SCALE: 1/4" = 1'-0" STONE CHIMNEY WITH COPPER GAP uj 11 IV, „ L-L - - - - �- - n - Ll �F-1 Lj — Lu O - - - �2 P LAURELAVENUE - -- -------- ELEVATION NOTES TYPICAL ROOFING: ,-___� _® ---- -- --- - - - - - - --- --- -- - - - --- - _____- -_-_-- - -== -. -- - ----- - - - - --- -- - - - - 7 O I. SEE NOTE AT E3UILDIN6 SECTION FOR MINIMUM CONSTRUCTION STANDARDS �_� - — ------- ---- - -- - - -- - — - --- — - - _. VERIFY FINAL COLOR d MATERIAL SELECTION - - - -_ -;._ --_ - —_--. - --- = - _ -= _-- _---- :-_ -- - —__----_— -- —` -- -- --- ----- -- -- --- - -- --2. H.O. TO Y F L L -- - -= ------- -- -- - - -- - - - - - - - --- 2215 LAUREL AVENUE BEFORE INSTALLATION IA ASPHALT COMPOSITION 5HINGLE5 - - TYPICAL SIDING:, -------- q DRAWING TITLE: 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION PROPOSED EXTERIOR ELEVATIONS BEFORE INSTALLATION LLIL Ll El 0 FF-71 ® MAIBEG CEDAR SHAKE LLLL Fl 2B STUCCO; WHITE Lul e � PAGE: 3O NEW CLOSED BLUESTONE P. GOt`lG. STAIR 4 PATIO ❑ ■ ❑ ❑ ❑ A-201m0o ❑ �❑ ❑ ❑ � � � NEW BATHROOM EXHAUST FAN VENT: LLUL O4 LEGATE VENT WITHIN ROOF SOFFIT. 144 SEE ALSO NOTE ® PLAN. 1 11 ii I I I T F= F.F. NEW A/G CONDENSER ON GONG. PAD OR OTHER O APPROVED GROUND SURFACE (SEE FLOOR DATE: 9/2 7 0 F 16 PLAN NOTES) NEW MEGHANIGAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE w/VE:NTIN& CLEARANCES REQUIRED PER NYS MG 604. SEE ALSO NOTE ® FLOOR PLANS. ec �, ONEW MECHANICAL UNIT FRESH AIR INTAKE: O INSTALL AS PER MANU. SPEC.'S ' ` ONEW 4" SEAMLESS GUTTERS 4 G>OWNSPOUTS; < 01 ALUMINUM, WHITE "� I ; ALL EXTERIOR LIGHTING SHALL COMPLY WITH L - - - �j, '1 "'=6'� TOWN CODE REQUIREMENTS PURSUANT TO 'Qj. ;-4;� �,j SOUTHOLD TOWN CODE CHAPTER 172 LIGHTING,OUTDOOR, CURRENTLY OR AS MAY BE N O R7H E L E VA T 1 O N (R I O H T SI l) ��F s E) AMENDED 50ALE: 1/4" BUILDING SECTION NOTES NEW ROOFING NOTE (TYP): O 1. INSTALL NEW ASPHALT SHIN6LE5. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W OVER Lu 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER .J C6 4.I/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) m 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REOV) 2 Q +-+ (\J 6.PROVIDE RIDGE VENT (AS REO'D) _c LI) -i. FLASH ALL VALLEYS 6.INSTALL DRIP ED6E AS REO'D 41. INSTALL ALL AS PER MANU. 5FEC.'s r- 0 >:: co 2 TYPICAL ROOF 8 CEILING C:ONSTRUGTION: "o O • NEW ROOFING AS NOTED - d O N O Z I • I/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD "O , U SEAMS) C 2 X O (V • R.R., G.J., rE G.T. AS NOTED ON PLANS (a SPANS OVER O 0 O d-+ 8' INSTALL "X" BRIDGING ® c:ENTER OF SPAN,U.O.N) m "Z; C9 • PROVIDE R-25 SPRAY FOAM INSULATION W/R-2I BATT a--+ 0 Ln INSULATION _ _ C co • PROVIDE 2" THK. SPRAY FOAM INSULATION 0 EAVES Q ro R 2 6 NEW EXTERIOR WALL GONSlRUCTION (TYP.): O g - "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON • I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD SEAMS) UPON • 2"xb" STUDS ® 16" O.G. W/DBL. TOP PLATE • PROVIDE R-I4 SPRAY FOAM INSULATION (R=7/INCH) W/ R-II BATT INSULATION • 5/a" THK. 6YP5UM BD. WALL FINISH Q 3 NEW SIDING NOTE (TYP.): 3 O I. INSTALL NEW 51DINO PER H.0 SELECTION t , 2."TYVEK" HOUSE WRAP (OR EQUAL) 4 T 5.INSTALL ALL AS PER MANU. SPEC.'s 4 r , 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ° v INSTALLATION 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL W TYPICAL FLOOR GONSTRUG' Ir oN: 4_j O I. FINISH FLOORING TO SELECT 5 2. 5/4" T46 GDX PLYW17. SUBFL.00R GLUED 4 50REWED 5. F.J. AS NOTED ON PLANS - AT 5PAN5 OVER V IN57ALL WDR. 'X' BRACE a MIDSPAN BEDROOM 2 BOTHROOM 2 RM GL. BEDROOM 3 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR d ' ` FOUNDATION, AND BETWEEN GARAGE $ 2ND FLOOR) v 5. 2" THK. SPRAY FOAM AT 5LD6. PERIMETER RIM JOISTS LLW A 401 BASEMENT MECH, ROOM SECT 1 ON I - I/A-5O 1 SCALE: 1/4" = I'-a" ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES;INSTALL AS PER MANU.SPEG.'s. 5EE PAGE "6-003"FOR NAILING 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 E6RE55 ROUGH OPENING WINDOW DIMENSION CLEAR LIGHT VENT TA6 TYPE MODEL OPENING PROV. CONNECTION 'A' AS WIDTH REOV. 20" PER PER PER PAGE 6-005 WIDTH HEIGHT WIDTH HEIGHT HEIGHT REO'=O'PD 24" UNIT UNIT NEW RIDGE OPEN RE 5.1 S.F. (14)A CASEMENT GXI55 ] 3'-O�" 5'-5 2'-II �" 5'-4 1" 12.6 13.1 126 I (3) B CASEMENT GXI45 ] 4'-5 3'-O 4'-4 J" 5.6 �! q.0 (5)G CASEMENT GWI25 2'-4�" 2'-4�" 2'-4 2'4 5.25 3.q 3.6 (5)D TRANSOM 7 1 ] 3'-O 2'-O 2'-II 2'-0�" 1.4 4_5 (12)E TRANSOM AR31 5'-O�" I'5 �" 2'-II �" I'-5" 1.4 2.-1 Z (1)F PICTURE AXWbI b'-O 2-II 6'-0�' 3'-O�" 3.0 14.? I2 We CASEMENT GXI4 2'-8" 4-O�" 2'-"T�" 4'-O" '1.? 8 (1)H PICTURE P4030 4'-0 3'-0 1" 4'-0" 2'-II q.4 41.4 2 U (2) 1 AWNING A51 5'-0 2'-0 1" 4'-II J" 2'-O J" 2.5 'T.5 2.5 (3)J CASEMENT 12.0 12.6 12.0 (2)K 51DELI6HT FWSLI380 I'-2" 1'-II" ��III LiJ (2)L CASEMENT GWI4 2'-4 b.b 0 DOOR SCHEDULE 4 - - PROJECT: DOOR MATERIAL I LA U R E L AV E N U E TA6 DESCRIPTION MANUFACTURER 0 N RATIINN6 NOTES 3 WIDTH HEIGHT 45 MIN.RATED I SE I LOT 2 � SELF-CLOSING FIRST FLOOR 4 �II� 101 SWING THf:RMA TRU 3'-b" 8' a 3 102 SLIDE ATDERSEN 12'-0" 8� _ 2215 LAUREL AVENUE • - �" 4 I I SOUTHOLD N.Y. 11971 103 SLIDER ��lDERSEN 5'-0" 8' � f 104 SWIN6 THI-RMATRu s'-O" 8'-0" . I I DRAWING TITLE: 105 GARAGE DOOR �'_RMATRU q'-0" q'-O" 106 GARAGE DOOR �THI°RMATRU q'-0" q'-0" • 5 I I BUILDING SECTIONS 1011 DOUBLE 5WIN6 .E_LDWEN 2'-b" 8'-0" . KITCHEN FOYER Ioa 5114IN6 IOq 5WIN6 JI LDl^!EN 110 5WIN6 J1=LDWEN 2'-4" 8'-O" �� - - - III 5WIN6 �J1=LDWEN 2'-b" 8'-0" �� PAGE: A-301m00 115 SWIN6 .Il°LDWEN 2'-4" 8'-O" • LL 3 114 SWIN6 I Jf=LDI^!EN 2'-4" 8'-0" • A�1 A-�1 115 5WI �� DATE: 01/19/24 9 OF 16 N6 J1°LDWEN 2'-4" 8'-0" • II6 5WIN6 ��:LDWE:N 2'-6" S'-0" • I I� 1111 SHIN 6 �I JI°1.D1^!EN 2'-4" 8'-0" • Ilb 5WIN6 LI -°LDWEN 2'-4" 8'-0" • BASEMENT if Ilq 5WIN6 I JlJI=LDWEN 2'-4" 8'-0" �� .. . 120 5WI THERMATRU 2'-a" 8'-0" • �' �' �� 121 5WIN6 ��OOC�00 � SECT I ON 2 2/ 5O I �� ,�. '�9��%. 122 SCALE: 1/4" = I'-O" 5WIN6 �JE.LDWEN 2'-6' 8'-O" i • I 1 125 5WIN6 BASEMENT 001 5WIN6 THE:RMATRU 3'-O" 8'-0" 002 5WIN6 002 5WIN6 �:RMATRU BUILDING SECTION NOTES ONEW ROOFING NOTE (TYP.):_ I. INSTALL NEW ASPHALT SH145LE5. Q 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS W OVER LLI 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER _j co 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REOV) . Q t- CV 6.PROVIDE RIDGE VENT (AS REOV) ai O Ln "7. FLASH ALL VALLEYS b7 6.1N5TALL DRIP EDGE AS REO'D 9. INSTALL ALL AS PER MANU. 5PEC.'s O CC O TYPICAL ROOF 4 CEILING CONSTRUCTION: ,L • NEW ROOFING AS NOTED CL Z o O CV • 1/2" GDX PLYWD 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD .0 Gcu � U SEAMS) O X :3 CV • R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER 0 O O a.-� 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N) O m .7, • PROVIDE R-25 SPRAY FOAM INSULATION W/R-21 BATT O N O Lf7 INSULATION cu • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q 10- O NEW EXTERIOR WALL CONSTRUCTION (TYP.): O • "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPOV • 1/2" GDX PLYWD. 5HEATHIN6 (BLOCKIN6 ® ALL PLYWD 5EAM5) UPON • 2"x6" STUDS ® 16" O.C. w/DBL. TOP PLATE • PROVIDE R-14 SPRAY FOAM INSULATION (R=T/INCH) W/ R-II BAIT INSULATION • 5/8" THK. GYPSUM BD. WALL FIN15H NEW SIDING NOTE (TYP.): O 1. INSTALL NEW 51DINO PER H.O SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL A5 PER MANU. SPEG.'s U _ 4.PROVIDE ALL NECESSARY 'TRIM FOR PROPER INSTALLATION 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL OTYPICAL FLOOR GONSTRUt:.TION: •�—� 5 I. FIN15H FLOORING TO SELECT 2. 5/4" T66 GDX PLYWD. SUBFLOOR GLUED $ SCREWED 5. F.J. AS NOTED ON PLANS - AT 5PAN5 OVER 8' INSTALL 'X' BRACE ® MID5PAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 4 / 1 FOUNDATION, AND BETWEEN 6ARAOE $ 2ND FLOOR) v 5. 2" THK. SPRAY FOAM AT ELD6. PERIMETER RIM JOISTS L_ <Aft Vn 1! W I 12 8 I/2 2 I 2 I 12 7 2 i uA ;�D 3 i 3 - R M m 4 Q 4 O 110 110 Z 5 I � GARAGE MUDROOM WALK-IN BEDROOM I v CLOSET Li.i 2 PROJECT: 4 A-aoi LAURELAVENUE LOT 2 BASEMENT E. 2215 LAUREL AVENUE SOUTHOLD, N.Y. 11971 SF-GT 10N I - I/A-502 DRAWING TITLE: SCALE: 1/4" = P-a" BUILDING SECTIONS PAGE: A-302mOO DATE: 01/19/24 10 OF 16 37405 �0 OF NE`N PROVIDE STRAPPING 4 NAILING AS PER CONNECTIONS 'D' 4 'E' IN "TYPICAL NAILING/STRAPPING Q REQUIREMENTS FOR UPLIFT, SHEAR, * LATERAL RESISTANCE" PROVIDE S" (MIN) GONG. COVER ON PACE 6-003 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. LLI STUD (AS APPLICABLE) FOUND. WALLS $ P. GONG. FTC'5. LLl CD _.J PROVIDE INSULATION NEW 2"x4" (BELOW STUD) 4 M HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES „ Q 4- CV Sf'EGIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. 5PEC.'s; PER ENERGY TABLE 2 A (BELOW F.J.) P.T. SILL 'E L0 PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON m PITCHED METAL STAIRWAY G;SEE HANDRAIL RIP SIZES ADJACENT O COPPER TERMITE SHIELD JOIST HANGER BY FLOOR SYSTEM AS NEW 5/6"0 HOOKED ANCHOR — " .-- 0 '51MPSON' OR EQUAL NOTED ON PLAN BOLTS w/3" SQUARE WASHER E �i IY }' C9 ENDNUT;SPACING A5 INDICATED O N z O \— — FIRST FIN 1 SHED FLOOR ON 6-003 FOR STUD WALL a ® a- -- 48" O.G. FOR F.J. PLATE .O � � "' O O O J GRADE -r O m r- VY MIN. SPACE BETWEEN \ N (:; C0 I WALL AND HANDRAIL \ J I° — I I Q �C�- R 2 O I/ II ' V PINE RISER \ ~ 3r411 e 11° — G 11 — 54" PINE TREAD STANDARDS FOR O RI FFA ALE HAND RAIL °� „IF.. nn 11 SCALE: NTS Ij. - - W lo" x o CROSS SECTION _ MIN. I" ROUNDED NOSING Q�Q HANDRAIL CIRCULAR NON-GIRGULAR it - w " RADIUS `fl Q CLEARANCE I - /Y4 °II ° _ _ 4-1 (NOT INCLUDED IN #6 HOOKED VERT. 'I� r TREAD DIMENSION) 4u_�I/ a REBAR 0 25" O.G. nv,, • lye" IY4,�_2,� iI. — I W MM� MIN. METER MAX. 4-1W 11 ° O NI ASPHALTIC, DAMP PROOFING TO EXTERIOR r l JU m (5) 2"xl2" STRINGERS ® w/R-21 \111116", P. GONG. FOUND. WALL(MIN. 4,000 PSI)v v -r� l INSULATION, IF UNDERSIDE IS PAGING 5TORAOE/NON-HABITAL SPACE #4 HOR. CONT. REBAR ® II — TOP,MIDDLE THIRDS, 6 ° 11 e BOTTOM OF WALL (4 TOTAL) I — Y2" GYP. $D. c. 11 STORA,OE UNDER 11 - (NHEN A�FFL I CA�LSE) o P. GONG. CONT. FTC. � II° '" — Ll (MIN. 4,000 PSI) 4 P. GONG. SLAB II " I 6"x6"-IOxIO W.W.M. BETWEEN CENTER E UPPER � OF SLAB — - TREATED 2"xl2" SILL FOR CONTACT SECURED IN PLACE DURING POUR Ij — w/GONG. (IF APPLICABLE) M 5ASEMEN7 — c_J y 6 MIL POLY 1 a —Q —MOISTURE RETARDER I 4" GRAVEL SASE (5) #5 HOR. CONT'REBAR COMPACTI FILLPROV. CLEAN 2-O INTERIOR, V400D STAIR DETAIL 2 FOUNDATION NALL DETAIL A-401.00 SCALE: 5/4" = I'-a" A-401.00 SCALE: 5/4" 2'-o" LAP (TYP-) N II 0 I it I I II I TYP. ROOFING (SEE / / ------- ---- --�j--- �•�� II II �1 NOTE: - w SECTION NOTES) TYP. ROOF CONSTRUCTION #5 REBAR p I I I l I, IF FINISH MASONRY USED (SUCH AS R (TYP.) ~ (SEE SECTION NOTES) / I I I BLUESTONE) - MASON TO ADJUST g-' OV TO #5 BENT - I I I 1 ACCOUNT FOR FINI HS1 ASONRY SIMP50N H2.5A p I RAFTER TIES / / REBAR (TYP) II I I PROJECT: N 1 I 2. ALL HORZ. SURFACES SHALL BE PITCHED m 1:45 AWAY FROM BUILDING 1 I 5. FOR SLABS ABUTTING FRAMING, INSTALL LA U R E L AV E N U E 1 I COPPER FLASHING FROM 12" ABOVE AND 1 1 I ADJACENT TO SLAB, BED ALL FLASHING 1 ( 1 IN ASPHALTIC MASTIC 4" P.GONG.SLAB LOT 2 G.J. AS PER PLAN I I w/bxb 10/10 KW STAIR DRAINAGE CALCULATIONS: I UPON COMPACTED STAIR WIDTH = 4'-0" (TYP) FILL FASCIA BOARD PROPOSED NEW AREA= 60 5.F. GRADE 2215 LAUREL AVENUE 60 5 Ft. X 0.I'1= 8.5 REBAR BENT TO ° __ ^-• -- _ 8.5/3�1= 2."i VERT. FT. OF 2' DIA RING REQ. SLAB A5 SHOWN = -------- BEAM = PRE-FAB. RAILING w/REQUIREMENTS SOUTHOLD, N.Y. 11971 AS PER PLAN/ CORNER CONNECTION PROVIDE (1) 2' DIA. X V-O" DEEP STORM y a �\ \\ \ AS PER PLAN. RAIL SHALL HAVE WATER LEACHING SYSTEM •i //\//\//\// R CAPACITY TO RE51ST 200 L55 OF \\\\\\/\\\ "cvv LABS ONE OF LOAD. THE FOLOWNG:IALS HOT DRAWING TITLE: "51MPSON" PG64 11 •°. ''• / / / / a DIPPED GALV., EPDXY PAINTED STL., (FOR 3 PLY BM) NEW 51MPSON LU526 i /i / //6 / / GALVANIZED JOIST 6� / / / / "SIMPSON" 5052-2/4 �• i // �� / / /\`/ / EPDXY PAINTED WROUGHT IRON. DESIGN DETAILS HANGER (1) #4 REBAR ® EA. , (FOR 2 PLY BM) #5 REBAR (TYP) 2'-0" LAP STEP;3" GVR ® ENDS c �i • \/\' \/\/\/\/\/ BEND REBAR (TYP) //\\//\\//\\//\\//\\//\\//\\// PER RAIL MANU. TO SLAB ------ I - -I -- -I --------- ° ' '' \/\ \/\/\/\/\/\/\/ NOS 101, '� '° \\ \\ \ \\ \\ \\ \\ \\ \\ ALL P. GONG. SHALL 4" P. GONG.SLAB w/ 3-6 ' . /�i./�i /'� r- b"xb"-10/10 W.W.M.UPON LANDING MIN. ° i, /\\/\\/ COMPACTED /\\/\\/\\/ z $E 4,000 PSI (MIN.) .� --r -- - COMPACTED FILL 1�-------------- ='F— %� \ \ FILL /\ \ \// (U #4 REBAR • .11 ' \ \ -----__ __ ,---;_-----_— x I \ \ PAGE: ----- , e /\ #4 REBAR ® 10"�\/\/ /\/\/\/ Z O 1O d \ \ \ \ \ \ \ CONT. ® TOP 4"P.GONG.SLAB w/ 2"x411 �- b'xb"-lo/10 W.W.M. KEYWAY ° ' ij��s \\ \\ \\O.G. (MIN. 3) \ \\ \\ \\ \\ \\ \ • L, #5 REBAR ® 56" O.G. 1L——II UPON COMPACTED FILL •, � \/ Q x /\\/�\\/�\\ A-401m00 P.T. POST AS ==_=— —==1�--II (I------- ° iy�i \ \ \ \ \ \ \ \ \ \ \ \ \ \ m GRADE Iit / / / PER PLAN I I I 4' DRAIN CONNECTED I // / COMPACTED TO EXIST.MAIN LINE // // // // // // // // // // // // // // \\ \\ FILL \ \ \/\\\\\/ Q 5" THK. P. • {� // // / / GONG. WALL 1 Ib \ \ 1 \\ \\\'�o \\ /d I #5 BENT 11 /\// �' �Q/\//\//\//\//\//\// SHALL BE /\//\// #5 BENT REBAR 1�II '° w/\//\ DATE: 01/19/24 11 OF 16 #4 REBAR CONT. ® 10' O.G. (MIN. 3) 1. \/\\/ \,/\\/\\ \\/\\/\\ 4,000 P51 (MIN) \/\\/\\/ ® 36 O.G. I JI IL o I I j REBAR (rrP) \/ /\/\/\/\/\/\/\/ / iV // // // // // // / / // .. I I \\ \\ I 1 (1) #4 REBAR CONT. 91 \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ (I) #4 REBAR 11 \/\ \ / CONT. ® BOTTOM P05T A I I I #5 BENT REBAR ® 12" O.G. . 11. \ \ /\//\ // - II II. • /\\/\\ POST BASE PER \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ O 1 \/\/ POST SIZE I I 1 Ij , \ \ \ \ \//\//\//\//\//\//\//\//\//\//\// -' 18" HIDE x 12" DEEP //\ 1 8 THK. P. GONG, WALL I \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ P. GONG. FT6. 11 \ \\ \\ \ /\ / 1 (1) #4 REBAR / GONT. 11e.. °, \ \ \ \ \ \ \ \ \ \ / / \ \ \ \ • J� { '"r °* ✓�^ \ 18" WIDE x 12" DEEP • \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ REBAR °°. ,• ` r i'. C P. GONG. FT6. �--• - STONE PATIO AS PER PLAN a ' ' \\/\\/\\/\\/\\/\\/\\/\\/\/\\/\\/\\/\\/\\/\\/\\/ 'T' CONNECTION (2) #5 HOR. REBAR I 1 rY OO\/EREID FOROH DETA 1 L - ,� a A-401.00 SCALE: 5/4" = 1'-O" \ / EXTERIOR MASONRY STAIR DETAIL C EXTERIOR MASONRY DEOfG DETAIL �� • 4 REBAR OVERLAP ERLAP ETA I L A-401.00 _ A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" I'-Oil SCALE: 3/4 - I O = PROVIDE BEAM SPLICE a CENTERED ABOVE COL. Q WHEN NOTED ON PLANS 0 (4) 3/8" H.D.C. LAC Lu co BOLTS (PREDRILLED) — — — — — — — — — — — — — FLOOR SYSTEM AS Q a--� (V NOTED ON PLAN �; 'c L1) ( I - NEW STL. GAP PL. 'A', 'B', w — — — — — — — FLOOR WOOD BEAM — — — — — — OR 'C' (PER BEAM GONFI6J O OO WELDED TO COL.;SEE GAP AS NOTED ON PLAN >: co \ / PL. DETAILS L- z r- NEW 3-I/2" O.D. SGH 40 3/8" THK. PL. NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. a '� � 3/8" THK. H.D. WELDED TO COL.;SEE (ASTM AI23) AS PER U /4 BASE PL. DETAILS FOR FOUND. PLAN BY SIMS O 2: X � CV CALV. PL. BOLTING STEEL (OR EQUAL) O 0 MO 4- 1 II 0 W •Z OAP PLATE 'A' AT GONG. SEAMS (TYP) GONG. SLAB Q 0 a o 0 PROVIDE GOLD JOINT P. -J CV � L0 FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE LYL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER •. d II °II d d W 4 &RAVEL BASE d NEW (2) #5 HOR. PROVIDE BEAM SPLICE 8 REBAR UPON (2) #5 CENTERED ABOVE COL. (4) 3/8" H.D.G. LAC NEW IS"xl8"xl2'l HOR. REBAR (4 TOTAL) WHEN NOTED ON PLANS DEEP P. GONG. PAD — — — — — — — BOLTS (PREDRILLED) FT& EJ&1191PflILED FILL. (MIN. 4,000 PSI) ' 1 v •— - - - - - O -f—I �\\ — - - - - — W �n i 4_j PERMACA5T COLUMN AS PER PLANS; INSTALL AS PER MANU. SPECIFICATIONS 3/8" THK. PL. 1�4 v—-�—)/4 3/8" THK. H.D. CALV. PL. STEEL COLUMN FOOT I NC DETAIL . - OAP PLATE 'B A-402.0 SCALE: 5/4" = I'-Oil vn l, P05T BASE PER MANU. W SPECIFICATIONS FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE Q LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FIN15HEM STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL _ FLOOR 4" GONG. SLAB = FINISHED v a I I°• ul GRD� PROVIDE BEAM SPLICE 8 ff a ��\� CENTERED ABOVE COL. (4) 3/8" H.D.G. LAC WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR SYSTEM AS • �\\�\\ \\ — — — - — — NOTED ON PLAN C GRADE �� \� v \\�\\ OMPAGTOMPACT ED NEW STL. GAP PL. 'A', 'B', EVERY 6" — — — — — \ I OR 'C' (PER BEAM CONFI&.) FLOOR WOOD BEAM — f \ 12 WELDED TO COL.;SEE GAP AS NOTED ON PLAN PL. DETAILS EXTEND FOUND. WALL b FT6. AT — — — �— — — NEW 3-1/2 O.D. SGH 40 COL. PER FOUND. PLAN;PROVIDE \ // O NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. v \� ADDITIONAL (2) #5 VERT. REBAR O _ _ _ _ _ _ _ _ _ WELDED TO COL.;SEE (ASTM AI23) AS PER Z 4 \ \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS / / 44" MAX. SILL � (I) #5 HOR. REBAR IN 3/8" THK. PL. �� BOLTING STEEL (OR EQUAL) \\' \� \\ ENLARGED FT6. ' \ /�\ I I " �C1 3/8H.D." THK. H PROVIDE GOLD JOINT GONG. SLAB HEIGHT AS ° \\�\ \\� /� 15AL\/. FL. AT GONG. SEAMS (TYP) - PER GODS R3I0.2.I GAP PLATE 'G' d ° v° I EXTERIOR MASONRY DECK ,, d �i ° II d • ° m OUND. WALL $ FT6. AS PER d d 8 i DETAIL X/A-XXX FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LYL " a `J L� v .wa d J LUMBER OR (5) .2" WIDE OR (4) 2"x WIDE DIMENSIONAL ••° d - BASEMENT m LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE _ FLOOR LYL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 4" &RAVEL BASE d _°� I •I NEW (5) #5 HOR. REBAR UPON (5) #5 r ° I d a NEW 24"x24"x12" HOR. REBAR ((o TOTAL) DEEP P. GONG. PAD FT6. (MIN. 4,000 PSI) ----"--- COMPACTED FILL Z w EC RESS N I Nr O) N NELL DETAIL 2 PERMACAST COLUMN DETAIL STEEL COLUMN GAP BASE PLATE DETAILS A-402.0 A-402.0 A-402.0 SCALE: 5 = 1 -O SCALE: NTS SCALE: 3/4" = I'-O" �� " w F- Q STEEL COLUMN i$ FOOTING DETAIL PROJECT: A-402.0 SCALE: 3/4" = I'-O" 8" TH I c:,< RE I NFORGED CONCRETE TRAFF INO SLAB LAUREL AVENUE LOT 2 CRASS SHOULDER AREA (T)'P.) 24 DIAMETER CAST IRON OR DEFINED SURFACE GOER INLET CRATE FRAME I 2215 LAUREL AVENUE FLOOR SYSTEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN C NEW STL. GAP 'A', 'B', FLOOR WOOD BEAM DRAWING TITLE: OR G (PER BEAM ONFI&) AS NOTED ON PLAN WELDED TO COL.;SEE GAP PL. DETAILS DESIGN DETAILS I NEW 3-1/2" O.D. SGH 40 ❑ ❑ ❑ ❑ ❑ ❑ ❑ JE NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. Lu WELDED TO COL.;SEE (ASTM AI23) AS PER❑ ❑ ❑ ❑ El 0 ❑ BASE PL. DETAILS FOR FOUND. PLAN BY SIMS Z BOLTING STEEL (OR EQUAL) 1 F7 F71 7 71 7 71 ❑ ❑ ❑ ❑ ❑ ❑ ❑ I- NEW 4" P. PROVIDE GOLD JOINT GONG. SLAB 1Ld _: ❑ _— AT GONG. SEAMS (TYP.) PAGE: ❑ I I I - _ ' • • d OO I I , i . .(`.^/A IW`�\JIIM/n yll\ •• • •• G J• ..�• •• d' 1/^I\•�/lI`✓ •In{-; 4 d 4" GRAVEL BASE d - z GROUND PRECA ST GO NG. \ e II DATE: 01/19/24 12 O _ COMPACTED FILL F 16 NEW 30"x30"x18° NEW (4) #5 HOR.DEEP P. GONG. PADLEACHINC RINC. SEE FT6. (MIN. 4,000 PSI) REBAR UPON (4) #5 HOR. REBAR (8 TOTAL) HATER CALCULATIONS ON SITE PLAN FOR REO'D EFFECTI\/E DEPTH 2'-0 DIAMETER AS 2'-0 1f �1,, MIN. PER SITE PLAN MIN. 1P as z , fi�V o CZ: GLEAN SAND CRAYEL FILL N -� DRNrNELL DETAIL N A-402.0 SCALE: 1/2" = I'-O" 6 STEEL COLUMN FOCTI NC DETAIL A-402.0 SCALE: 3/4" = I'-O" OE ` ERAL 5 I �50L E I d _ EXISTIN15 TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. Q WHEN APPLICABLE) Q EXISTING TO REMAIN -- ---T-I NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w I --I STL. WHEN APPLICABLE) J p w M NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. STL. P05T FOR 4" WALL5 O Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O NEW 2-f-IR FIRE RATED >: (fl WOOD FRAME (L.G. STL. L WHEN APPLICABLE) O C (V z Oi d Lr) ,C C X :3 CV p O O 4- C4 te Om �� P05T 8 COLUMN DESIGNATIONS: a-J a-' Ln STRUCTURAL PLAN NOTES POSTS a COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED C O 0 SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS, NOTE THAT THESE DE5I0NATION5 DO NOT IMPLY 4B 4B Q 2 G O O SUCH MEMBERS ARE NOT NECE55ARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS - - - - - - - - - - - - - - - - - - - - - - - BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE 5PAN5. PROVIDE: SPLICES DIRECTLY FRAMING REQUIREMENTS. ' ABOVE INDICATED POST5/15EAMS. O2 STACKED POST/COLUMN: - AI (1) 2"x4" POST BI (I) 2"x6" P05T - - - - - - - - - - - - - - - - - - -LOCATE I n 1 INDICATED POST OR GOLUM-N ON�LOOR BE:LOIII/ABOVE. BENEATH INTERIOR LOAD BEARING WALL. (ABOVE): (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DAAR 5HED OUTLINE.ALIGN STUDS OF B IN6 HALLS 'O LAND DIRECTLY � UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. �J (3) 2"x4" P05T B3 (5) 2"xb" POST HOLD OWN (IST TO 2ND FLOOR);_ HOEDOWN 'A' AS PER PAGE 0-003 (4) 2"x4" POST �--� (4) 2"xb" POST U • HOLD OWN (FOUNDATION TO IST FLOOR): 4E HOLDOWN 'B' AS PER PAGE 0-003 (5) 2"x4" POST B5 (5) 2"xb" POST NEW REINFORCED P. GONG. SLAB I 4-J 5B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON 2 2. 6 MIL POLY VAPOR BARRIER UPON 3-1/2" O.D. 5GH 40 5-1/2" O.D. 50H 40 p ° -1 in 3. 4" (MIN) GRAVEL BASE ---® 5TL. COL. (ASTM �� STL. COL (ASTM I 0 !P `9 AI23) BY SIMS AI23) BY SIMS •4 + PAD FOOTING STEEL (OR EQ) STEEL (OR EQ) X lu 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER I V DETAIL 2/A-401. z STRUCTURAL PERMAGAST COLUMN (8,000 POURED CONCRETE AND STEEL REINFORCEMENT NOTES: TA STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN.N. •. .. I �' • - 5,000 L55 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 r - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ I 0 O COLUMN, AS PER MANUFACTURER 5F'EGIFIGATION5. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMAGAST COLUMN FOOTING (PAD FT6.) r r iB PERMAGAST COLUMN UPON 12"4) P. GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION 4B I I - - - - - 6B 6B I Q SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR L J• - - - - - - - L .J' - - - - - - - - - - - 12 UPON 24"x24"xl2" DEEP P. GONG. FOOTING AS PER ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER -7A "IA DETAIL 6/A-401. - (3) I.'7 "x11.515" 2.OE LVL DRP. 61RDER r ENCOUNTERED. 0 . r. _ 7B _ _ _.�_ _ mill _ tam 8G 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING ' O _ A5 PER DETAILS 8/A401 d a/A_4C>I (TYP) - - - -3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I I L L L L- - - - - - - ••' TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4p00 F'S1 POURED CONCRETE AT I 13 O REQ.'D TO ACCOMMODATE 6ARAG1° DOOR CLOSURE 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5, ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED ° CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT r- lo TYPICAL P. GONG. FOOTING 8 HALL CONSTRUCTION: NEED TO BE EPDXY COATED. COPPER TERMITE SHIELD 8 SILL SEAL;2 x4 LP.TT.ESILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS 12 X _ 12 IC, 4 • ANCHOR BOLTS AS PER PAGE 6-005 SHALL BE STAGGERED. I z F- (3) L'15"xlL6'i5" �.OE LVL DRP. 61RDE - O - . - - , - - - • - - - -•- - - - - - - - - - - - -.- J I 0 I 4B 4B • P. GONG. FOUND. WALL AS PER DETAILS q/A-401 BASEMENT, DETAIL 8/A-401 ® GfZAWLSPAGE, 8 DETAIL '7, PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 'f/A-401 ® SLAB-ON-GRADE •, � v I PLACE AT TIME NI POURING 6 MAINTAIN REQUIRED CLEARANCES, ; (5) i.'15"A1.6"I5" 2.OE LVL DRP. 61RDEi 4 p • P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY COVERASE5, AND PLUMBNESS. L L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - •tom- I 8 ® • ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR 108 I _ • B.O. FOOTING 5'-0" I�BELOW 6RAE MIN. 6. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT L- - - - -µ! - - •' • EXPANSION N JOINT® PERIMETER OF SLAB (WHEN CONCRETE. } X APPLICABLE) • AIR ENTRAIN P. GONG. FOR PORaHE5 /PATIOS / STOOPS (WHEN APPLICABLE)• MASON TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING 6 CONCRETE MIXTURE FOR HE16HT OF WALL d SLAB (W,HEN APPLICABLE)_ (. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF II NEW ATTIC ACCESS - PULL DO1,4N STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 8G I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR 24 HOUR PERIOD OR MORE. 4� 4B O � 2.SIZE TO FIT MECH. EQUIP. THRUOPENING (MIN. 22"x30") � V Lu ' V 'z - - - - - - - - - - - - - - - - - - - - - - - -� 3.DEL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 4.WEATHERSTRIP ACCESS OPENING 6 PROVIDE R-441 in INSULATION ABOVE w/HD. FR. (O'R EQ.) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE: POURIN6 SHALL In�p tL RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - DWELLING WHEN OPENED, AS PER. NYS EGG R402.2.4 :• X p X ° 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE I '; � luz � ' THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 5. INSTALL AS PER MANU. SPEC.'s TEMPERATURES WITHIN 10 F OF CONCRETE. G 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REQ D. 12 BEAM POCKET (TYP.) REMOVE AS Z," I Lu TYPICAL CLOSED FOUNDATION 6 PERMITTED WHEN N THE USE OF HEAT BLANKETS R ELECTRIC BLANKETS ARE NECESSARY. I 12 12 I I 0 13 ® PORCHES / PATIOS: I. SEE NOTED DETAILS '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER 6B 6B 6B 6B / 6B V 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I r FROM BUILDING (3� I.'i5 x1I.6'15 2.0E LVL DRP. 61RDEFZ (3 I.'T5 x11.8�5 2.OE LVL DRP. 61RDE� - " " 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. _..I_ _ (3 I."15 x11.675 2.OE LVL DRP. 61RDE FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE L L L L L L L L LBED ALL FLA5HIN(S IN L ,n BE DOWELED O H HALLS F SEPARATE MASTIC = I w 4. PORCH /PATIO WALLS OF SEPAIRATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 i 10-3 10-5 I 10-5 10-5 10-5 10-3 O I Q VERTICAL TO EA. OTHER (A57M G444/04a4M, TYPES G AND E). 4 TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL Z AREAS EXCEED ONE SQUARE INCH. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING `fl I ® I PROJECT: EXTENDED FRAMING TO ROOF RAFTERS: 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED In r U TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 15 O u�PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 800 PSI. LAU R E L AVE N U E HEADER (BELOW) TO R.R(ABOVE). 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. 4B 45 ° - z ( I LOT 2 • . i �;� I � � I � I I I L_ - o - - - - - - - -1O SOIL BEARING CAPACITY NOTE: p - � o in I I I 2215 LAUREL AVENUE t- _ STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL � . ' .: �_� • ( SOUTHOLD, N.Y. 11971 BEARING CAPACITY OF 1.0 TON/S.F. I- - - - - - - - - - - -� I ® N W " X5" F• 9 p ® I6" O.G. G f I 4B 4B I DRAWING TITLE: - J - - - - - - - - - - - - - - - - - - -- PROPOSED STRUCTURAL PLAN F- - - - - - - - - - - - J I I I " - (3) I.TS"x11.815" OE - - - - - - - - - - - - - - - - - - - - - - � - - - - - - - - - - - - - - 4B LVL DRP, GIRD R I a I I 4B z 'j ° I 13 I G to PAGE: �� I 7A I B - - - - - - - - - - - - - - - - - - -� 415 4B ® 8G 4 TB -TA 7A ® ■ 1A - - - - - - - - - - - - - - - - - - - - - - - L J L J L .J L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� DATE: 01/19/24 13 OF16 L - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � FROFOSEI� FOUNDATION STRUCTURAL PLAN p�„��,r,� SCALE: I/4" = I'-O" .` • a s,:. ;off OENDRAL 5)�50L <E'�-r : - {-i EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. CL < EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.G. NEW FOUNDATION WALL O W W STL. WHEN APPLICABLE) . I co C7 NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL POST FOR 4" WALLS Q L0 WOOD FRAME (L.G. 5TL. 0� O L0 WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL P05T FOR 6" WALLS), U.O.N. O NEW 2-HR. FIRE RATED •+, >: (9 WOOD FRAME (L.G. STL. WHEN APPLICABLE) 0 .� � 0 X � (V O O O 4- O M -z; P05T 8 COLUMN DESIGNATIONS: � 4-J L0 STRUCTURAL PLAN NOTES P05T5 B COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED C C\i O co SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q a (5 OSUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 57RUCTLJRAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 3 STANDARD ACROSS MULTIPLE SPAN5. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05T5/BEAMS. OSTACKED POST/COLUMN: (I) 2"x4" P05T 0 BI (1) 2"xb" POST - n ' LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. \ / INTERIOR LOAD BEARING WALL �BOVE : (2) 2"x4" P05T 57:2 (2) 2"xb" POST A5 INDICATED BY DASHED OUTLINE. \ / ALIGN 5TUD5 OF BEARING WALL5 TO LAND DIRECTLY - - - - - UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. -- B�� (5) 2"x4" P05T B3 (5) 2"xb" 1-05T t , HOLD OWN (I51 TO 2ND FLOOR): T 4 HOLDOwN 'A' AS PER PACE 6-003 4 (4) 2"x4" P05T 574 (4) 2"xb" P05T I U • - 4B HOEDOWN (FOUNDATION TO 1ST FLOOR IFAL5E 2"xb" R iq WALK-IN HOLDOwN 'B' AS PER PAGE 0-003 (5) 2"x4" PO5T 85 (5) 2"x6" P05T 016,10.0. CLOSET NEW REINFORCED P. GONG ,a S.F. . SLAB BEDROOM I 5B I. NEw 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON I s27 S.F. I ..�J 2. 6 MIL POLY VAPOR BARRIER UPON3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 3. 4" (MIN.) GRAVEL BASE ---� STL. COL. (ASTM 0---� STL. COL (ASTM I ?C AI23) BY 51M5 AI23) BY 51M5 (V OPAD FOOTING STEEL (OR EQ.) STEEL (OR EQ) I ® U 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 1-55): TA STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: - - - V - - - • 8p00 LBS LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 450 PROJECTED OUTWARD AND COLUMN, A5 PER MANUFACTURER SPECIFICATIONS. / O \ ^W` DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. ? OPERMAGAST COLUMN FOOTING (F NP FTC.) 7B PERMAGAST COLUMN UPON 12"4) P. GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION - - - - - - - - - - �❑❑ N ® J� UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR (2) 1.75"x11.675" 2.OE LVL DRP. (2) I.15"x11.675" 2.OE LVL DRP. DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER HDR. WRAP W/ Ix AZEK TRIM HDR. WRAP W/ Ix AZEK TRIM DBL. G.J. ENCOUNTERED. O24"xl2" DEEP P. GONG. CONTINUOUS FOOTING � COVERED SG 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. ? O O AS PER DETAILS 6/A-401 4 q/A-401 (TYP) V uw PORCH V Vud 269.5 5.F. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT 0 M O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE 4 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 GORE. �� x WALK-IN DWELLING ENTRY (VERIFY DIM. IN FIELD) " -J " -J G 05ET O O S. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED ®> 5415.F. 0 TYPICAL P. GONG. 1=OOTING 8 WALL CONSTRUCTION CARBON STEEL A5TMA615 GRADE 60. HAM FOR SLABS DO NOT ®} 10 NEED TO BE EPDXY COATED. WA K-IN 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD $ �_ _ L - - - - 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 G O ET • ANCHOR BOLTS AS PER PACE 6-005 SHALL BE STA66ERED. NEw 2"X5" G.J. 55 S.F. • P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® ® 16" O.G. \ / LBATHROOM I -� BASEMENT, DETAIL 6/A-401 ® CRAV'JLSPACE, $ DETAIL T PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN VA-401 ® SLAB-ON-GRADE (27 1.75"xII.875 PLACE AT TIME OF POURING +S MAINTAIN REQUIRED CLEARANCES, NEW 2"X6" C.J. HD 3) I.'I5"x11.975" 2.0E LVL HDR. �p p O - O • P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY COVERACE5, AND PLUMBNESS. • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR BEDROOM 2 • B.O. FOOTING V-O" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO A5TM 0-33 FOR STANDARD WEIGHT 246 S.P. - J • 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. F 3: a APPLICABLE UDROOM • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / bs S.F. STOOPS (WHEN APPLICABLE) • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE o FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - - Oo Do II NEW ATTIC AGGESS - 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. 2.SIZE TO FIT MECH. EQUIP. THRU OPENIN6 (MIN. 22"x30") DBL. G.J. • 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. -Ea K110HEN O Oo 4.WEATHER57RIP ACCESS OPENING 4 PROVIDE R-4q 2-12 S.F. DINING ROOM DBL. G.J. O INSULATION ABOVE w/ HD. FR. (OR Eo) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL N W 2„X6„ G J. RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. ® I6" O.G. S.P.2ao DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / PANTRY NEw 2""" O.J. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE ® 16,10.0. (- THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO v 57 S.F. -� -- -- -- -- / TEMPERATURES WITHIN 10° F OF CONCRETE. V 5. INSTALL AS PER MANU. SPEC.s BATHROOM R 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOw. I - - - 6.CONSULT H.O. FOP,PRECISE LOCATION OF ACCESS. a0 S.F. 12 BEAM POCKET (TYP) REMOVE AS REQ D. ® x x rx Q V / * Z 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE O ccc- I O / / 0 TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. 13 ® PORCHES / PATIOS: - ! Lu v I. SEE NOTED DETAILS '1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER " \ " 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. _ FROM BUILDING - \ 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, \ r BED ALL FLASHING IN ASPHALTIC MASTIC q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE - \ I 'p 0 \ - w 4. PORCH /PATIO HALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 - - - - - - - - - - -_ z BE DOWELED w/ #5 ® 5" O.G. VERTICAL TO EA. OTHER (ASTM 0414/04414M, TYPES G AND E). k TO MAIN FOUND. F- 7 L - - - - - \ 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL _ G 1.75"x11.675'_2.OE LVL DRP. HDR. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. BATHROOM 3 m s IT S.F. _ - - - - PROJECT: 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 81 S.F.O EXTENDED FRAMING TO ROOF RAFTERS: C� FOYER / \ L - J � / TO REPEATED FREEZING AND THAWING 84 S.F.UNTIL CONCRETE HAS LA U R E L AV E N U E 15 PROVIDE FRAMING EXTENDING FROM HALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 800 P51. " - / r- - - - - - - - - - - - -T -I HEADER (BELOW) TO R.R(ABOVE). WALK-IN \ I / w. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. z CLOSET / I \ NEW 2'X6" G / Q 15 S.F. / \ I LOT 2 J � U � U / \ ll � i w / GREAT ROOM \ I \ SOIL SEARING GAPAGITY NOTE: - - - " 415 S.F. "- 2215 LAUREL AVENUE STRUCTURAL DE51ON OF FOOTIN65 ASSUMES A SOIL X ® PARLOR ® I \ ® I \ SOUTHOLD, N.Y. 11971 BEARING CAPACITY OF 1.0 TON/5.F. I"f2 S.F. / \ \ L - - I- - - - - - -� NEw 2"x6" c.J. �o / I L - \ DRAWING TITLE: BEDROOM 3 / I PROPOSED STRUCTURAL PLAN I 236 S.F. I ®� (: 1.75757 2.OE LVL FLSH. HDR. COVERED PORCH V V u- 15'f S.F. V !L �� PAGE: -J.02u00 L - - - - - - - - - S �(2 5" 18]5" 2.OE LVL DRP. I� " _2,OE LVL PRE_ HDR. WRAP H/ Ix AZEK TRIM DATE: 01/19/24 14 OF 16 �,+. �A FRCFOSF-17 FIRST FLOOR ST-'UGTURAL PLAN � .y - - SCALE: I/4" I'-O" " 'o, OENERAL 5*%rM50L <E� : _ EXISTING 'TO BE DEMOLISHED NEW PARTIAL HEIGHT„�- , , j NOOD FRAME (L.G. 5TL. Q WHEN APPLICABLE) Q EXISTING 'T'O REMAIN ------J NEW WOOD FRAME (L.G. NEW FOUNDATION WALL LU �---I Lu 5TL. WHEN APPLICABLE) J O C7 NEW I-HR FIRE RATED ElMIN. (2) 2"x4" STRUCTURAL Q ' (V WOOD FRAME (L.G. 5TL. P05T FOR 4" WALLS O � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL CT � r- P05T FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED •}, �; (0 WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) LO .co c 2 X :3 N p 00 4-+ O m •Z C9 P05T 8 COLUMN DESIGNATIONS: � 4-1 L) 5TRUGTURAL PLAN NOTES cV Co POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED � CT-)- O SINGLE SPAN STRUCTURAL MEMBER: A5 FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q L 2 O OSUCH MEMBERS ARE NOT NECESSARY EL5EWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENTS. ABOVE INDICATED PO5T5/BEAM5. OSTACKED POST/COLUMN: --�I (1) 2"x4" 1-05T 0 BI (1) 2"xb" P05T O 0 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. `�`fl Ion INTERIOR LOAD BEARING WALL (/450VE : - �J (2) 2"x4" POST B2 (2) 2"x6" P05T AS INDICATED BY DASHED OUTLINE. Wz �e ALIGN 5TUD5 OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. (5) 2"x4" POST B3 (3) 2"xb" P05T lryl +�� J •�-� HOLD OWN (151 TO 2ND FLOG v : T HOLDOWN 'A' AS PER PAGE 6-003 "CJ (4) 2"x4" POST B4 (4) 2"x6" P05T U • - HOLDOWN (FOUNDATION TO 15T FLOOR : n , 4B HOLDOWN 'B' A5 PER PAGE 6-005 (5) 2"x4" P05T B5 (5) 2"xb" P05T W NEW REINFORCED P. GONG. SLAB 4_j W 5B I. NEW 4" THK. P. GONG. SLAB w/b"x6"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5TL. O.D. SGH 40 5-I/2" O.D. SGH 40 3. 4" (MIN.) GRAVEL BASE ---� 5TL. COL. (A5TM O'-'� 5TL. GOY (A5TM AI23) BY 51M5 AI23) BY 51MS NEW 2"XIO" R.R. PAD FOOTING STEEL (OR E0.) STEEL (OR EW ® 16" O.G. bB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER U DETAIL 2/A-401. STRUCTURAL PERMACA51 COLUMN (8,000 LBW: POURED CONCRETE AND STEEL REINFORCEMENT NOTES: STRUCTURAL SQUARE PERMACA5T COLUMN w/MIN. 5,000 LB5 LOAD BEARING CAPACITY. BEAM NEW 2"XIO R.R. • PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ® I6" O.G. COLUMN, AS PER MANUFACTURER SPECIFICATIONS. FOUNDATIONS ANGLE OF 45° PROJECTED OUTWARD AND W DOWNWARD FROM THE THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMACA51 COLUMN FOOTING (P�NI2 FTC.) IY a Q 1B 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION 5:12 5:12 PERMAGAST COLUMN UPON 12 � P. GONG. SONOTUBE 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 ENCOUNTERED.24"xI2" DEEP cV Xry AS PER DETAILS 8 A 401CONTINUOUS44 01 (rYP) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. NEW 2"XIO" R.R. z �, 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 REG.'D TO ACCOMMODATE GARAGE DOOR CLOSURE 4 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE. x DWELLING ENTRY (VERIFY DIM. IN FIELD) iv 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT TYPICAL P. GONG. FOOTING # WALL GONSTRUGTION; q:12 q:12 10 • 2"x6" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 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 • ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE 5TA66ERED. NEW 2"XIO" R.R. Q • P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® ® 16" O.G. BASEMENT, DETAIL 8/A-401 ® GRA{JLSPAGE, 4 DETAIL T, PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN -I/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REOUIRED CLEARANCES, • P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. cV • ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR • B.O. FOOTING V-O" BELOW GRADE MIN. 6. CEMENT 5HALL 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 / p, STOOPS (WHEN APPLICABLE) < • MASON TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE .� O 0 O 0 '1>.. FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) v� X= X= I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF N� c �P 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. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309 5.DEL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE 8Y OTHERS. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-41 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL o INSULATION ABOVE w/HD. FR. (OR E:C�J BAFFLE OR CONFORM TO AGI 306. RETAINER TO PREVENT INSULATION I=ROM ENTERIN6 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. 5� STILL NEED TO 51ZE 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. 11 :12 N REMOVE AS REO'D. Z 12 BEAM POCKET (TYP.) w 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE a TYPICAL OL05EM FOUNDATION PERMITTED WHEN NECESSARY. NEW 2"XS" R.R. - 7 " " � NEW 2 XIO R.R. p 13 ® PORCHES / PATIOS: ° ® I6" O.G. i v v � <,yr c_v ® I6" O.G.1. SEE v 2. ALL NOTED SURFAIGES SHALL BE PITCHED ® 1:48 AWAY AND SHALLL BE WIT RK SHALLBE 10' F OF GONGR TEMPERATURE.A MIN. TEMPERATURE OR HIGHER K k Q ��p o� lu FROM BUILDING \ Q y R 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. 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-CORROSIVE ACCELERANT ADMIXTURES ARE �ry Q 2`12 x 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 �' K t71- Q 02Oil II.�'i5" LVL,�iEADER Q BE DOWELED w/#5 a 5 O.G. VERTICAL TO EA. OTHER (A5TM 04CW04g4M, TYPES G AND E). 0 4 TO MAIN FOUND. o x 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL PA l� iV I 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. v lLl P I � PROJECT: II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED Q NEW 2"Xb" R.R. v ti%o EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS a 016110.0. vluO O L 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR REACHED A COMPRESSIVE STRENGTH OF 500 PSI. N �J f Q x= LAU R E L AV E N U E HEADER (BELOW) TO R.R(ABOVE). x NEW 2"XS" R.R. Zo '� >S cV " 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. '8 x W LOT 2 q:12 10 }S'' z NEW 2"XIO" R.R. NEW 2"XIO" R.R. ® 16" O.G. w <�� 501L BEARING CAPACITY NOTE: ® I6" o.c. o. 2215 LAUREL AVENUE STRUCTURAL DE51ON OF FOOTIN65 ASSUMES A SOIL SOUTHOLD N.Y. 11971 BEARING CAPACITY OF 1.0 TON/S.F. r DRAWING TITLE: PROPOSED STRUCTURAL PLAN � o "- NEW 2"XIO" R.R. NEW 2"XIO" R.R. 01:12 4t:12 ® ® 16" O.G. V da O NEW 2"XIO" R.R. NEW 2"XIO" R.R. cV PAGE: ® 16" O.G. ® 16" O.G. ® S-103m00 DATE: 01/19/24 1.5 OF 16 FFZOF05E�) ROOF FRAMINO PLAN SCALE: 1/4" OF N►N d Q 0 LLI Lu JCD C7 ou O 0 4" FRESH AIR VENT THROUGH ROOF LO O N Z p CLCDLD ' c 2 x N O 4-J i I .L 0 co +-J ILI NO C6 � 1 I tL NOTE: Q cl: � O v I PROVIDE "ABESCO FP200 FR ALL PLUMBING K O k I EXPANDING FOAM" (OR EQUAL) SHALL CONFORM Q I AT ALL PENETRATIONS IN FIRE V TO LOCAL I RATED WALL5 AND k PLUMBING CODE d FLOORS/CEILINGS. PRODUCT Q FUEL GAS CONFORMS TO A5TM E 514, A5TM E 64, AND UL 14-11 PIPING PENETRATIONS: 1. PROVIDE "ABESGO FP200 FR ANDINO FOAM" R EOUAL) LAUNDRY GL. BATHROOM PWDR. ROOM BATHROOM 2 - T- T -_-- BATHROOM ATPALL PENETRATIONS AT KNLLS -�---� _--- --- -- -----I------------ -r--'------ �-------- I I �---�---_---I NOTE: AND FLOORS/GEILIN65. T I I KITCHEN NET BAR I I I I ALL PLUM5IN6 WORK 2.PRODUCT CONFORMS TO ASTM E U _T—— —— —r I I i I I 514, A5TM E 54, AND UL 14-iQ -- I I I I I I SHALL CONFORM TO I I I i 1 I I I LOCAL PLUMBING GORE L.IVING ROOM O 2"I I I „1 I 1, „ 1 111 1, 1 1 KITCHEN O 1 1 2"1 2"i 2 1 2"1 2 1 1 12 12 2111 2 1 2 1 1 1 1 , 1 2„ i 2„ I i I 3"1"' 2" 12,: ASEREO'DAN T 00 GAS FIREPLACE T 1 1 I I 1 I i 1 I i 1 I u I I I I i PROVIDE F.A.I. U c 2" 1- „ i i I- , i I- 15HOWER I- " DW 1_ , i I_ 1 TUB 15HOWE � RANGE SHOWER WASHER VERIFY SIZE w/ MANU. G.O. 2 3 3 3 2 3, 2 G.O. .!<J_^J V J 4" 4" HOUSE CD MAIN DRAIN G.O. Q 411 TO SEPTIC SYSTEM d � m 4 * PROPOSED BURIED 1,0006 3 FURN. / PROPANE TANK AIR HAND FLUME31 NC RISER — I7RA I N / NA5TE / VENT SCALE: NTS CAS RISER - 5Uf=FLY SCALE: NTS z w O U NOTE: ALL PLUMBING WORK SHALL CONFORM TO LOCAL PLUMBIN6 CODE H Q 0 O EGEND WATER HOT PROJECT: v �——___� P d LAURELAVENUE �.._•._..� GOLD WATER LOT 2 SUPPLY PROVIDE "ABESGO FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS IN FIRE LAUNDRY CL. BATHROOM PWDR. ROOM BATHROOM KITCHEN WET BAR RATED WALLS AND 2215 LAUREL AVENUE FLOORS/GEILIN65. PRODUCT CONFORMS TO A57M E 814, SOUTHOLD, N.Y. 11971 ASTM E 54,AND UL 14'19 O DRAWING TITLE: O I I I I I I I INTERIOR SHUT-OFF FOR H05E BIB ~ Q 1 iQ i iQ qa 1 iQ pQ 1 iQ 1 iQ X: 1 1 1 iQga qa PLUMBING RISER DIAGRAMS 4:3 �Q4 I •� v 1 3 O I 1 � v 1 :� I � 1 �� v I � I � I Q4 I x� 1v =i 1v 1 !U =I �v =1 Iv *1 !v *1 !v iq X1 Iv I 1v *1 '� �1 �� NEW FREEZE PROOF HOSE BIB GAS RISER DIAGRAM U v w/VACUUM BREAK FASTENED (V I ivy !ry SHOWER ry 1 !� m N 1 !; m N� !ry SHOWER N I !�_ m n I I N N I !_� N I ! m N I !_� %V I !�_ N� �ry N� �ry SHOWER w/PIPE FASTENERS (PRECISE —I —I I — TUB — LOCATION T.B.D. IN FIELD - ------=----------I------ -------•L : ----=----i-=---------L• ------=------------ L : ---- —J •------------1 ----1 ----1 '------ CONSULT W/OWNER) .._.._.._I._.._.._.._.._.._..1.._.._.._—.=—i�_.._.._.._.._..I.._.._.. .._.._.._I.._........_.._.._..r.._.._.._.._.I_.._.._.._.._.._.._..1.._.._r._.._.._-_.. _.._.._.._.._.._I._.._.T_.._.._.-L.._.._.. _.._.._.._..1.._.._ . PAGE: I I i I 01000 1 _.._.._.._.._.._..� TO STREET 1 WATER MAIN F DATE: 01/19/24 16 OF 16 COP 74J�� - FLUM51 NC R15ER — SUFFLY SCALE: NTS