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HomeMy WebLinkAbout50633-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE w SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit #: 50633 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: 1305 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot# 56.-1-1.5 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 $3,753.50 CO-NEW DWELLING $100.00 Total: $3,853.50 Building Inspector a^s r tm TOWN OF SOUTHOLD-BUILDING DEPARTMENT � Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt : d vrw, otitholdtownn .gory Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only I t. 561�33 PERMIT NO, Building Inspector,, Applications and forms must be filled out in their entirety. Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Dater OWNER(S)OF PROPERTY: Name:Constantino Marra SCTM#1000- IS(p—O Project Address: 1'�ps LGLAJ y,-f k ft-r/4Ar�%-%e, 'bOJ`v101c1 Phone#:516-946-235 1 Emaii:dmarraO2@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: 001 U'V LL.C. Mailing Address: pX `CJ Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? Dyes ®No Will excess fill be removed from premises? WYes ❑No 1 PROPERTY INFORMATION Existing use of property: ��cw'r Intended use of property: ar rt i-1,A . Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? $Yes El No IF YES, PROVIDE A COPY. Check Box After Res iding: The owner/contractor/design professional Is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code.APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):n'lm? e Authorized Agent Downer Signature of Applicant Date: 1 �� STATE OF NEW YORK) SS: COUNTY OryFa Ili N` being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the I (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. � --x_ BARBARA H. TANDY Sworn before me this Notary Public, State Of New York No. 01TA6086001 M � T Qualified In Suffolk County day ofJ ft"�� 20 Commission Ex ires Notary Public PROPERTYRAUTP-10RIZATION (Where the applicant is not the owner) p, , �r residing at Ae Teo 26& 6—Z q do hereby authorize llk? I°"L't to apply on my behalf to the rib of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Nar4e 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY b Stony Brook,50 Circle Road,Stony Brook,NY IV90 P:(631)444-03651 F:(631)444-0360 www,d ec,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 (NLER) (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 endangered/threatened species or their habitat within the meaning of Environmental Conservation Law (ECL) §11-535.The term "take" is defined in part as the direct killing or injury of individual members of a protected species, interference with critical breeding, foraging, migratory or other essential behaviors, or the adverse modification of the species' habitat The "take" of a species listed as endangered or threatened is prohibited in the absence of a permit from this Department issued pursuant to ECL§11-535. In order to avoid an Endangered Species "take," no tree cutting activities must be conducted at the project site between the dates of March 1 and November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations please contact the Regional Wildlife Manager at (631) 444-0310. j Sincerely, ,)q Mary MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File De,rartrnent Of ctvfronrnnta). Conservation l OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O.Box 1179 54375 State Route 25 Southold,NY ]1971 (cor.Main Rd. &Youngs Ave.) � " Telephone: 631 765-1938 Southold, NY " u wwa,.southoldtownny.gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Martin Finnegan, Esq. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Messina Conservation Subdivision 705, 751 & 2425 Laurel Avenue, Southold SCTM#1000-56-1-1, 55-6-35 & 36 Dear Mr. Finnegan: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, June 5, 2023: WHEREAS, this 80/60 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town; and WHEREAS, on September 12, 2022, the Planning Board granted Conditional Final Plat Approval on the application; and WHEREAS, on June 5, 2023, at their work session, the Planning Board reviewed the application and the Planning staff report dated June 5, 2023, and found that all conditions of the Conditional Final Plat Approval have been met; therefore be it CC#: C2345817 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY Or 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 pcx-�� VINCENT PULEO SEAL 1 F qF 1027 Hag U irlcont YU1Et.1 ,fiber of pages CLERK, OF SIIFF'Jf...K t:.CllJkdT This document Will be public R 222 record.Please remove all Social Security Numbers prior to recording, / Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps FEES Mattgage Amt, Page/Filing Fee 1.Basic Tax Handling 20. O0 2. Additional Tax sub Total TP-584 Spec./Assit. Notation _ or EA-52 17(County) SubTotal or Spec./Add. TOT.MTG.TAX EA-5217(State) _ Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. 5. 00 Transfer Tax QP $ Mansion Tax Affidavit uwE C The property covered by this mortgage is eC_ or will be improved by a one or two NYS Surcharge 15. 00 Z4a� a0 family dwelling only. .� Sub Total YES orNO Other _ _ zr� WIRO If NO,see appropriate tax clause on Grand Total page# of this instrument. no 5 'Community Preservation Fund 4 Dist Poo 5077767 Real Prop Consideration Amount$ Tax Ser y R PDT A CPF Tax Duem S o Agency Verificati SAY 'Improved 5'atlsfactfonx/Olschawrg s'pR leases GPr4pperty owners Mailing Adtlress 6 { C, RO&RRN T'O: Vacant Land FINNEGAN LAW,P.C. 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 Title# S 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 PRIORTO RECORDING OR FILING. ovbr pJQLARAILQJ_0 VC ANT D USTBLC—TIONS DECLARATION made this..�ft day of �. 20M by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO Box 181, Westhampto 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:flap,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 90%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 800/o 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 1! 4� COUNTY OF l ) SS: On this al day of /11 , in the year 20V ,before me personally appeared DANIEL MESSINA,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed the instrument,and that such individual made such appearance before the undersigned in the State of % ,County of WIN wwlll., ,,a,rr,, Not Public JARRED COOPER KINLOCH Notary Public State of South Carolina My Commission EXPlres Aug 10,2031 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,308. 8 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.btc.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). NEW YORK oe a.rtrnent of x7 PPQ_rU nvi�onmental Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, Q a,J L1V David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Seta uket, NEW YORK 11733 Generated by REScheck-Web Software compliance Certificate Project 1305 Laurel Ave (Lot 7) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area. 3,915 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 8.5%Better Than Code Maximum UA: 728 Your UA: 666 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. Envelue Assembliea Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Flat ceilings: Flat Ceiling or Scissor Truss 1,968 49.0 0.0 0.026 0.026 51 51 Vaulted Ceiling: Cathedral Ceiling 384 49.0 0.0 0.022 0.026 8 10 Vaulted Ceiling: Cathedral Ceiling 161 49.0 0.0 0.022 0.026 4 4 Wall-East(front): Wood Frame, 16" o.c. 1,355 25.0 0.0 0.053 0.060 53 61 Orientation: Front Windows-east: Wood Frame SHGC: 0.40 346 0.320 0.320 111 111 Orientation: Front Wall-West(rear): Wood Frame, 16" o.c. 1,357 25.0 0.0 0.053 0.060 47 53 Orientation: Back Windows-west: Wood Frame SHGC: 0.40 479 0.320 0.320 153 153 Orientation: Back Wall-South (left): Wood Frame, 16" o.c. 926 25.0 0.0 0.053 0.060 44 50 Orientation: Left side Windows-south: Wood Frame SHGC: 0.40 88 0.320 0.320 28 28 Orientation: Left side Walls-North (right): Wood Frame, 16" D.C. 914 25.0 0.0 0.053 0.060 42 47 Orientation: Right side Project Title: 1305 Laurel Ave (Lot 7) Report date: 01/18/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Req. Assembly or Windows-north:Wood Frame SHGC: 0.40 130 0.320 0.320 42 42 Orientation: Right side Floor:All-Wood Joist/Truss 2,513 30.0 0.0 0.033 0.047 83 118 Compliance Statement: The proposed building design described here is nt with the building plans, specifications, and other calculations submitted with the permit application.The proposed bui esigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandia ted in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater 18-JAN-2024 Name-Title Si e tuAre 14 Date Project Title: 1305 Laurel Ave (Lot 7) Report date: 01/18/24 Data filename: Page 2 of 2 r 4% New York state Insurance Fund PO Box 66699,Albany,NY 12206 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE it n n n n n 881819063 AMP BUILD LLC PO BOX 152 IBMki.0 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 10111/2024 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 WVEBSITE AT HTTPS:I .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 STAT SU N CE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 0 DATE(MM/DD/YYYY) AC"Rf> CERTIFICATE OF LIABILITY INSURANCE ,.• 1/8/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME. Sheila Maher .. ...... . 516-622 2482 ... 516 745 Arthur J. Gallagher Risk Management Services, LLC PHONE N ) 0082 1 Jericho Plaza 1AI I1p.. xt4 E MAIL Suite 200 &ppral2s Jericho NY 11573 INSURER(§) RDIN AFFOG COVERAGE gyw NAIC/ General Ins Co 12294 ........ .. .. ........... . ... L%cen5e,_ ....... .�4�1.vwsuRER.-a..Southwest Marine&G. ........ .,,, INSURED MARRDEV-01 INSURER B: Man-con Development/AMP Build wsuRE 137 Glenwood Road R c Glenwood Landing NY 11547 -INSURER..D.:.__._------ .......-. INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:815305563 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQWREMENT, 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. INSRI -- AIaDL' UBR POLICY NUMBER ............. - MMIIr?OhY�Y ..., M. ...... ,__ OLICY EXP 1 LTR TYPE OF INSURANCE I ( MIDD/YYYY t LIMITS A X COMMERCIAL GENERAL LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH OCCURRENCE $1,000,000 CLAIMS-MADE x OCCUR 1 j tNr ...__ ro.._._.._ 1 s o0 00 000 .. � I i MEDMEXP(Any 1 one person) s5, 1 $1 000 0o0 PERSONAL OE R 2,000,000 &ADV INJURY AGGREGATE LIMIT AP AGGREGATE X PRO' l PER: i ,..... S.- - G 0. _ X LOC PRODUCT COMP/OP AGG $2,000 000 POLICY JECT i GENERAL�...-.-m 1 ........ y $ t,aTYiER r AUTOMOBILE LIABILITY P C9MBlNE.O 41s4t'V F I.P'MpT I$ `�., BODILY INJURY Per r..... _. L ANY AUTO 1 ( person) f$ JURY(Per ----- .OWNED t SCHEDULED ( accident)-$ AUTOS ONLY AUTOS DAMAGE LPar accede HIRED NON-OWNED $ AUTOS ONLY AUTOS ONLY PROPERTY I � i J UMBRELLA LIAB 1 J OCCUR 1 EACH OCCURRENCE $ _ --'+EXCESS LIAB _..-..-. ;— ...... �. ......... a ........ is DEO..v. RETENTION$ I {AGGREGATE ......... ." .CLAVIdS MADE AND EMPLOYERS'LIABILITY ` �,,,STATU7E O rH r$ Y/N ER ANYPROPR EWORKERS OTOR/PARTNEOR/EXECUTIVE '"" E L EACH ACCIDENT, $ — .. OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes describe under I E L DISEAS. ......_ .. ........ DESCRIPTION OF OPERATIONS below E-POLICY LIMIT $ i i I � I Per Form GL 02251013 DESCRIPTION OF OPERATION5/LOCATIONS Additional IInsu ed s(ACORD p ovided1with Additional respect to the Insurance afforded attached if more space is required) fforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 1 AUTHORIZED REPRESENTATIVE Southold NY 11971 M � ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD R 'workers' CERTIFICATE OF INSURANCE COVERAGE 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 1 c. 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 Add ... ress 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 31. 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 eA . (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. to is NOT COMPLE TE for purposes of Section 220 Subd 8 of the NYS If Box 4B,4C or 5B is checked,this certificate p p 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 W 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 f"rropOype) 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 D13-120.1 By signing,this form, the insurance carrier identified in box "Y'on this form is certifying that it is insuring the business referenced in box 1 a"for Msability 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 senit by regular nail.)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 ­5 5 L AN L 5 RDr M'iW ....... A r r^'"" ..,:;' P: aaFc N R11 -I NESr~mr..ry C x nry, eme purxmtIN: UT L Y�,VES �' Y✓„+ S y L L p L (SeP[oe naua[ru exwnq+ 'p tl. a+a ba PN'Jr &r P p° i p rt I Lamr ""5r'p a%r mn MV.t ono a.pYn.'pt.M axw.GFti+,rr„atn Yry' ..V7"" v.Wk r,..,4CA U . akW -P 'F', ,'JyrM"JM1'...xL OTHCR d g Cm'M Aii puma c a SAIo k count]Lox mp eme L V a D`HELM S SC THE EJSE Y✓^I A 1'O'ttZ A v.` Q §63 Dep L r Labor L taro ng and Loro�mcr Aira rn i,m^, ({{ A M VINU`r:5'SCFAR4TION 5¢COU RCD$I'L"++C. 'DRYWCLLS d Q mo tams b a b-Ill_Ala t count San v den comes and,1, (rr cefranp roeM1nNkck bet fr��a eve ee aro B5 R DGP L G Eh DR-'L'eELLS AND W at o- y coda pot Pco orwc „E 11J N 2 a gs<red w par quarter ncM1 preperu '- TTER LEADERS TO VEARES DRY4-ALL PANE Fi.fEL TANKSJ M r coed/A 0nf5 Mo ntenonce _ A INIMUM O SEPARATION IS REQUIRED B / 5 h N Da Lmcn[n ) p m In P t -ng t xon x comp eced Q N / IN, twrm ism PROPOSED ROOFLOA`In�nIY ,•� ,'.gym W L P a / o b l e I.y �°'',.,-°!'&-"�.�" - =RAGE aB 5 C W e Y+ vO m FROF05ED AS-ALT DRIVEWA LOVE¢A6E I,ql F p QW.W^!9 aR*e Y� was roc 9 ad: qt dT d au 'D a : t on '+' TOTAL IMPERV OJS 60�=A5E 3b81 F -q Y ^C W bre t g b✓ Nn r.O-S w tl� _bB1 5 F x_ RAINFALL EVENT e80 G F ORAGE R_G V _ Dapu^b-m% Eb a .,M�+d'.w R I^'of tra to k Loun[� A a t I pt t kz U or B „,www"' M" Z O 9 k L i t lnc/9 el PL, J A t 3 ft mrrm pp 0 t L be p 7' '" * .....a PEEP PCG PR S 42 22 G F PER FT OF DEFTN o �N V glYe"W:ar 2_�Reee ea d..uM.w one tld:',.i be an fleaw uape t a r ct m ; OPEN SPACE PARCEL d c r fl rt rYku '3 C DEEP Dh PROPOSED J,(,U a_L.V �� � Inn Nn"�', T � ? 4 [ C d m,ereo "rIPo IIII� ••• ".a V_�J•,Y•.�•",IT P"�•...., O O m N Y^'rvcrR•,. qme m 1 T+P e: P, Ei O O a-I to em dlene r x s i k col,nt ScnL u a,xa.. anu»yr t c xw: „�Vw �' PROPOSED SPIT R.41L FENCE TO C O s.rran an I/A o ,raa a meant the unt aw x wenmd to .a m" I- rx 9�" ,+"' .. ""'I �md [PR EE x'IAINTAINED BY SOJTFOLD TOWN .mac rnu'.*g m vent ppea era axecro b net:-proor octrg ooa. on mva a e- p L era at MAP «Ia.rr,elC NI2'43 40'W b"IrvC.+ W c oar nc ow tdc top N I w groat All coven aM1a x ms grog occbrearca w N soct or LOGATI ON nov bnvrl Fr ante s p xen of 2 M [ LM1 s- bf tnb standard ,,,,,, •.- ._ W+-,,..-,.--.-w.- .,.w w-.a-w-..w�...»--n»-.-•»-+.---. w -*^ m. wmm+--"«-.+.-.--*--w e ,n r-"-+ ^, cm, .YW ruemouv Q dlNh mwk "rp5 ms'B H t E W+d d etxr x'envvu v w Lo Xpry ran;''ab-M1I'Y'yh dNm :Mp f:/@ SI..to ba ••• •,• _ ' aw aw pdra m[m m «fl.cn^m Pe*a r*m a vart a +Ie.rmax tl P wwnm wrurva.rma.0 -v* .t rsm my or Hs-2o bdemg j: l .. ,�/� i f a�.- /��ir / /%�!%/�lt�/%/��/%%�%/////G �,nr',c^ .. , wn a a aa.rd4 t vent ��� U a' Reim muMtl»w„w,m,m�,„,,,..eNamart P ate, 5T,,pee t xbn a,a lmamrh.,m bl 01 mot xlaw •,",� ai.-;�,rr„„/, , , , y/ ,,,,�... / �:,.-r,r. , I * rn,bm TAX MAP a Ip00_6 GI-0 5 d , SCw R"AP+'A;W +C'Lf ^GI'.^"k n +J Q V b.retm xbn brd uac of trc/A Og mret toll m p 2' F _ DOP tmenta�prwm/A cwrs gar�ead oa mp rg ,� a ro.e w na m dameeer m 2 rear arm O 0 1 _ ta.mr�sww.^ov.ror..OedetmHW^_eaz Rc rI roae rrx g.pe.wLxb tpm;o^u ceyaar t�car;by:acl lrot i,t K rp co'o ynprtaopcyteadro LMrmp prot'ca a 'awnaa cc�car ttall aqrncl Lca oar x2 rrronoat a mm retort o r tleplf mlow Me M ee ,Zm Oa,N.n,/rN 6 DISTRICT R�/jB G/VGN Cp OiNi�F/OR�MI/N/G�•�°''i�: Of'� ,N,m_.:n-'S`"N+, "i'w„ •.,- v, REG TGRI'DX fTE I Nrr bArowwoeroro• a t1 O c a m OF 1 Allm p"OF— a an � h!dA . - T, _I/A oUnr meter ab n oceeredreb n M 0eporUron[almeards me %LOT ONYLfiR.Apparox Ts-A rro Ix x xee tanks a pronro tea ELELTR LAC REOV RE+t-MS DCSLRIPTIOh(FOOTPRINT) AREA COVERAGE � ' N "''"' NN u`"w,'ll d'^ NROp. ,I I fV 2.loco on/A DnTs revere-a xpte conk ror prereatmert ere LexrRD Ls.bbx nwa ea 1 t f N,N\ F°Ci'"aCD 'yrk.j N1. S o� 1 xptb tmrk sM1al1 b<embreo n oeearoonee w to aeet aro 5-oT me e TOTAL LOT AREA ' S=COI.G 5- yr --m:l ':CMYi„eF. ma 5 Oq o<Na amraa-c P m ptb L tvr G 1pt A to t IFc p el #qnp Ov^ AP'F plRse PIZOF05ED DWELLING 110 5F - E Lr ess ctNernwe spec r ec rro'eccM1 ra stm:aturalaysmm test M kl' +ro A 5 ai 6 C'rl e P 4` 1} ' — Io:l m VA OWTS 21b be ee•tree ri xccreerce w In xcLo ryrvzr4 w w rl 5[z rc.CMy, 1 eve m PROPG5ED INEROUM POOL HGOO S F. 5-erd 5-110 01 Na atcroo a 4WaK ukly„w,paaa M1%"e:,w awMa.."bh,,O kY iaNNw 1pg¢.reo u W W 29% N 1� N ,v1 +1 I •V/ a,At a mnlm.m el I/A OnTe treotrer[[alto a•ePtc tmkz oral Tte r I tre/A O all arw der mesa[mP ccrlu TOTAL AREA OF ALL cTRL-'.11R<SMAXIMJM4LOT COVERAGE ALLOWED 2G% ` ., .:..��.:,......., ���..w," M 20, n e p '+gamy a locamd overt a tFe m l en p d a bn wmbcr ' t t Lw be Be n bmetcr wxcrt of qp mxNW w CN'aii 1 aw wxe, 'da rg : rermap melo ewe' e{' 60'REAR Y,Pt,IRC:"a�TA„',,tlC dry Pape.A 4 .cy�t;n.eerc ana be eea good S M C:cap P pwµ:cm a"Y k b4 ae rv,ee at Qom"" d...,n s- el V+w narv:do-e. L:rrce o4"i M1ro: a a P w b mb epm w.�pM1g ,•"„ "• " _ _. 1( 5.rFen a/A 01­0•scp[c te<b aPprwed 1­11.6 ".*x<.d Ina ��. I- nto m to w tlemro Ns 20 a r-2o oadmg m dea grated ey s.Tle contra pow one x p aces x a camrarmb a ne 9 r w. �f i/ 1,1i/'l./�hGv/i.�. /G'! 1. ,i/ , / �i� /' a PM7+•a„R ja�''�""k � lua ab �a Ma Ru Lantana t D o as E c 9 9� o p ' t DYY 7 / R LOT SIZE 3_pOlO S.F N k 4 O i.: ge D "k. ° 4 b poxeYardale^'m 5056 OF LOT REOUIRED TO REMAIN I1500_57, PROP.FUJIGLEAN ALARM/ eme .._ w,..... mebtve AREA OF PROPOSED LLEARIN6 IT,421-0 5 F CONTROL PANEL FMtRrS'^CF „� t-,v"'+w .v �"bry ' -•`" ••IT o+ppdnt '•t d�'etm m -A be '-ang'm a:x nm r e eerleb eer:s,e. 6 , amw m m over t , pr,mxbaepevantgmmero 1 w y g L"I'a'6ar»k Mwla, Iron re b1 ent o pane v over on boxes C_CG121GAL L NC FROM I/A�„q+'iT `'y1.. B./A ohrt5[arks I septic:onto ono x walert gM1t and B'xM1 s tom snc be c v pee w h a lure[on n TOTAL AREA OF_OT TO REMAIN IT,sb G 5= ^ ". I' "+^'r cbrowctee dr aaand�o d,-ob'e+nwro a t>n[ore rot cab eat:a „nrn w e�cc Sete aaeo o P 9 w�nlry ayxem N nd vLwo a erne tlxrt cm to rem y PROP FLJIMAC AIR BLOWER! -. " N \ '• ^p '1 exoeaa�.a ao-.osbn or xco„ xan Q,o te�o w ue oocw�[a or nee b.era aer�ad Toe N ". a.A [aka mua:ba noeertorc Two retneaa or en:.ra mote a-e DeoaLmen[reaammenm o to emew aw x ba ram m to ",,,,,._._..,,, 3'm wL a�'R.„ram. D n A,'- n 'Mw„ N*„ "x".w.\+:"*N». `M 4,tw Nnh " =''+, p 3 wotertlgt anm11 be corer roc.-m teae na ar nxer prm�l,w:eatna prw oa mmea ate remote a o'rot I cot o•to Lra OaN p.ovlxr dP°':R wta�w„ SPIaG:S r h w,* C=Sd'C+Pis' D S_,ORY, N *A F Q .-.a-.. Pa"e.AW' ;DWELLING w/F„.4_...." n'v.T metncm m ro Ion=: - ea tM O L L-xL� I O W J "FLOOD MAP DATA. " o.vocwm too[ sea the a nl aro to Iw �'^"' "ern:ma ed a kn mne MAP a..3B1o5LO 5BH e GARAGE ON SLAB ng npx m opp u o vacwm Ptnxm m be -ppeb 'I ^" f p nr manm^e yet MAP GATE 09/?5/'Goa 'w "kNv` 4 ( O fL (4)e,creanoc*.n,br nerc,:r-TK"-ark b apprweo f qe or ,mazL P rtma w.'mredn un awwnsae rrr a,cn,.�.nN N ',N ( EEDROOMS) vxu,m a nc d for two mrvtea ay'a ,any FwooD zoNE x y '"", q O p er outage ..-r F F EL-, w. Water Lestrg sea two• toot w N water to out eL Imert M*a''S,. 2 SITE PROTELTIOWSILT&N6Si'k1C.4�.FxC'1'SN.'m"N�p�,Q w .Y"Gn^1.5_ F_NGIVG TO 9E e ever on lot eie+id for 24 neuro.Rel tFe mot[o[ne out et mverL rt�e a )Ise :Cw Lro g 4e pulp motor and Ilea[s IN5TALItD A5 REQUIRED BY-Lr TOWN OF tlgry J W N IT V "^ „ *, r"1 `�� ter,: t A �,4, r��,f -' a alter the 24 1 1.comp eee Let tk tank atoll ror en root m:woes+tl m"tl,rd*sk ocxed outsW[tic/A 0-tmk cnanber. 50UTNOLD,. B J F Q amn oral 10-Ncur per od Tro tmt a approved 1 water cva s r W Q m I � °�N \ '*y* N"''+4.^r�, 'w." W,v k•.wN N v'" �'' S r r M d ror Me 0-relm per oe Vbtar pressure tmtng b 2 Ary b owcn bca[ad q2a ee or rro/A OWiS un L ne..[to plaed 3 SJR=ALE WATER5 OR WETLANDS ARE NO 1 V 3 H- recommeMee tb t»done on m ol:er rota aeon a�ad(cowrete p mt c o-f xrg ass)me bve a samdproof LOCATED WITHIN 300 OF THE aRO=ERTY LLl 0.e�,v^.M1., '�.,., w•.,y,[ N on 2 Septic rant F•ovm a ron corroa ve ro ewer, O O N -N ,^ r N V MIN f q m�u tv aw lobe All and Ilea[[roes mot be acceaaes a and aervlceable 4..CLCVATION5 R=RENLC VAVD 1g5a O J L J m a rra^rrnp. on L n accros cpcn ng tb warn P'^^%all to atmcred to 0 5cne6�le 4o PVL Ilox tree NO ELI_FARE LOCRTY TED y-y m 3 4 :a., - • -Le•u .~M ^ .+w I, ..N 0.�` `r' N that 4aroe v1&w4 a.'m°y be "P L W N W. 3 ..,� _.,,, ._ _ (� W ry _b I O .,.nwr"A+RG'.FUJIG EAN p d tramp p VI k DY 5',A. 1W .,E,A'f4..MGFkR w9".1.""_i'7'9YMF.'MCCf<Yd."•,„"":eJ"x,';, NaL con be y mm�ri+ed lo-xrvee er oef'atment.Tna Iloa[s 5 NO HELL ARE L...... WITHIN ISo OF one not be Ipu.A6&d ere Iwce ran THE FOLLOWING LOTS WITHIN 150 OF PROPERTr' Y m " I 3 Non-concrete prelaorcoted xptb srH.a ana c Nl to tM 5>Toe D p rtment abll abaerve x orro a�Lem operate Mrovgl UTILIZE PJBLIL WATER AS PER SCWA: - ntcrnatbrla A•>xater b%Plnrb rc and Mccnan ca dicaa a rw+na opera n9 cyc e.. ' P • •."-""DFROCF AS (APMAO)'Ac Not ore 5mreord for PrcraGKetcd tc xTM alOOOFb-GI-2Q5 45 I r n Q '""' rlu` M^iN, ka 51 Z00O- uo arw oPP cm c rev a onaApcxea 6 r,spacL en idr eokeoa or tk fO'w mbY:I[Unos.11,w O wr ro rro xTN a1Goo-�B-eI 2�B n� "• �,Y� I j o o� prma" a .._.._ .. .......... rb m-.,,..,._... �. ..... 5It Ik p k' i t b rtiae ra tot vc e<[k SGTM al000 6-CI-22H V' - ' LU - tmk e e mn.rlcb P.me„�,rxwer w m ue SGTM ar000 B-e1-2�q �:oo N I d 50'FROSETBAGNT DK No ke tde Y .�� -__- TH - _ 1' I gr I try nmlvracWer name or ago,cop:wv:fl drew:.wamtc of openr�aodr ... aS.TN•I00 6 01 2S O Ill 6CNCATNEANY�TR.A E=1DL BOAR NGN L P,. 6,A°. gwUl, g' - o '•• '-'� 5 E. e pry cam mowlacWed,penwwn-y Nx p.. let erd of Ltc tart i 9op i^-w .'_'EmA-f J AREAS n EXTENDING TO ADJOINING Y : .. ,. I G PROPOSED Z •• •,•,, •'^^^ """"•"'•^•� •••"'""•"•" AS HALT ANITAF­ 4 A wa b,1 ocn rbola arc x LOT NO 12281 TIGV qRY 5TRlKN2E5,IVGLJDINm " ��r I DR VEWAY q PROJECT: 4 All al 300 pclmds per aq.ere lox psI) s a reabt an�p lee SUBDIVI510/NO CLUSTERED CONSERVATION �CONNECTION ONNECtLL 0 TRUGTVRCS/B.ILD NG > N" N" p I LAUREL AVENUE R 5 PracmL concrata coven old loon arc rot permttee en FLED JI1LY OS 202- V V N ;DI5 HINS IONOLS BOXISHALL MAII�AIN A q I 'I,mROF �r.P_YLAIDAINBO Y " I LOT 7—SEPTIC t t ka dawvm*' 'mM1uw tta6 Ftaw.wd' ____• r _— _--...,..,. --"f, 5 I b ., p C tM1e.pna^m,¢r„mvpr it a Np®mtw^9dnt".w� ,, TEST HOLE DATA TEST M N SEPARATION FROM DRIVEWAYmm Y •G NM!7 _A%cr r-pL,D„,e&A 2' 16 pp er dera¢cu a r aa- '� F Mi,PTTESOF T HOLE DATA s:n.Es DATA rROMHweo DATA A� � �� �h . p - - I 1305 LAUREL AVENUE p n rn x m rtglL games A x DATED LOVEMEER E ATE _., eo LER cv ,ION' - - - SOUTHOLD,N.Y.11971 OF 55 EO/BO LLusTERED m•ma rbr wam t-L me d t«'r xor„ama t p N i spec I ea bN Lrc rcrufac[urar aro apprwcc Fz tre DOFarUrcr[ - •-.me---- TEST HGLEµA_.. " V, µ TEST H�E 9 Y p r cmea wkr tmb me rom co r er—a p tra xs o- TE HO„LE„� ,�'",, " ea[i wll - EL-El' i. .,..,.,m,,,.,,,.-.- "."..".....�.. .»«ww«xww„w« w...____�_ P e .aw q�t of we awe= met.. N o�t� TDF oL r� ..._ '•v. a 51�45 40= ..:.. ....,.....:._.�. ...�_.. ...=.... ..„..�._: ..._ _ N S�k,.:_ fw}M,NG.TITLE x 1>t vtm L r,m.bza m cC�aro m rro ... ..""` r5 t be u T,GO' �.«• NOTES be o[ k I xar d •� w a SITE INFORMATION m mp x tw ta zral conldcrea.ebn 45 dctcmnlning oF!nc arou.t of owror.g o-harm[wclgnt wgwr SITE PLAN UFFO- GO_ _................. D � - -- R _, .....M 5 TY HEALTH EFATMENT AFFOVAL m.. _LmAN -- �F GE NO.: - - ---- DL mIL H REPE�EN ...._ ._ .____________._..___.-..,.-_______,______..--•„_,..__ "' Tip" "' R'_ _m_..__....w..-..______.__n______..__-....,____,..________..___.._...____,..__,._._____. 1A/® s Fuji Clean 5M LOAM L A U R E L AVENUE S P-101.00 SUFFOLK COUNTY DEPAART E OF HEALTH SERVICES 6RA E Bs--, — 5 B�LTTI THIS Is A'O VERIFCAARCHITECTTSITEPLAM1a 15 uATE'Ol/09�2a �"�-_ NOSES PERMIT FOR APPROVAL OF CONSTRUCTION FOR A � CATION er A_1Len5Ec _ 5An'D 1 d r SURVEYOR THE INFCRMAT On �-W .... GRAVE_ / ry4' 'ky RC-1=7S BEST OFKNOT L OEE=PLAN S TO-HE SINGLE FAMILY RESIDENCE ONLY @', 2 INFORMATION WAS GBTAINED SURVEY DATD NOVCMBER 2025 6 2025 Am PREPARED 6Y " 4 i -AND P NGI NET,rr a CL.:I'tT uow Ill?o-*0ever 1r, ry / ' sF vEL S'luamiv IP.IE. 0 R A Cc c r r nrr w �� r'' �0cO ASSOC,ANTes WITH ., 5Rq 4STANGE R AVCNLC DATE1/24/2024 H�,S REIP, No, R-23-1839 0 &'cW rv. e..I..A'rroo N AN 1 w;,..tN'S*"R.ur'r1r:,ro, RIVER EAD NY IgO1 TS APPROVED Z,7M1 _ E �s t." ar_— M LowEhrs b` ................ PHP IOW �aPPRr�wAL, GeAPwctinLE 4F . FOR Aaclnnunn 0F 6 �UROOnns SITE PLAN •av EXPIRES THREE YEARS FROM GATE OF APPROVAL �_`- �° COMMENTS nG 6ROLNDWATER ..,. ...... m:.":. .U... ...--- .............._.. .... ._. ...._:.:. EI.GowTERED .. .. .",....�,,,... ..m..,.�...e_...,,.... SCALE:I"=15'_D�. �..,..... .......,•........"..,,•,...-_ -.. ',. OPEN SPACE PARCEL 56633CL 0 PROPOSED SPLIT RAIL FENCE TO W BE MAINTAINED BY SOUTHOLD TOWN E'L.=25.68' N12045'40"W 1-15.00' EL.=28.35' co CV _0-) j FADE i�E**-r : O .PROP. 4' HIGH POOL. . . . . . . . . - - - - - - - - � Z �, R/ .F - c- - - FENCE - Lo • • -OO ( OO PROJECT L _ r- d- _ � •, � O OCATION &SCOPE a X Y O I- - - - - - • - - - - - - 509 AREA OF-LO-T TO I ;� �,: � P�. � 2 O 0 N r REMAIN. AS PER. ,. SITE PLAN & ZONING DATA m Lo fit r 11 G O N I` RE D STRICTIONS ATED _ _ _ _ J ��NN��a SRC R_80 GENERAL NOTES Q o ENERGY TABLE ` ` ` STRUCTURAL DESIGN CHARTS I. - - - PROPOSED PROP. . . . . . ./PROF _ I.C. POOL IS NOT 10' MIN.--� POOL`S POOL " - - - - - - - - ;' ", - HOLDOWN, ANCHOR BOLT, PART OF THIS m �\D W EauIP.FILING STRAPPING, & NAILING DETAILS `� ''� ` � � ` ` - � I '' �. . . . . . . . . . . . . . . � f .:� , FASTENING SCHEDULE . . . . . . . . . • - ` - - ` :, b .. �� .: FRAMING GRAPHICS • - - - - - • - - ` - - - ` ` ^ ` `I ts4$ BEAM CONNECTION PATTERNS �♦ 60' REAR YARD SETBACK - - - - - `�T-- ` - - - - " ` FIREBLOCKING DETAILS W - 1 Q 1 •QQ PROPOSED FOUNDATION PLAN . + ot L (PROP.I j PROP. - - - MiN. z - - - -I 4 - - - LOCATION MAC' PROPOSED FIRST FLOOR PLAN < SCALE: NT5 0. 4 • p . . - f?ROP.-BURIED . - -O - . - . - . -I � � �T ��0 ; A- IO�J.®® PROPOSED SECOND FLOOR PLAN PROPANE - ` - - Q K • - • - ` - • - I - _ - PROPOSED 2-5TORY ND. _ - - Q 9 FRAME DWELLING w/ BASEMENT �� �� O W ---IFROFOSED S I NO LE FAM I L1' RE51 D�NGE - - - - - - GARAGE ON SLAB ---- - - - I 0 m PROPOSED ROOF PLAN (4 BEDROOMS) • _ _ p fi�ROfi�OSD I A OWTS A- 104.00 p I F.F. EL.=2-%8' 3 z w I v GARAGE SLAB EL.=26.7 1 o_z DATA : --------- / ry d ` t ` A-�Q 1 .QQ PROPOSED EXTERIOR ELEVATIONS m • . •..\ >, c.. ...s.\o.\'.;o: ,\e: m\gip\ i: n�. ...�. �\:.•<u. .\ a:.. MIN. •� \ ,\.a: \ ' \�w.. \\\a .l \ �\ OQv _ to _ _ 000 -1 IS) Lu 10' MIN.--� PROP 1 I . . TAX MAP # 1000-56-O)-01.5 O Q • - - 4q.1 - �� / ZONING DISTRICT R-80 NON-CONFORMING -202 .00 PROPOSED EXTERIOR ELEVATIONS ,,-' _, v 3 - - . . - rQ I I 50.a LOT AREA 0.5 ACRES _ . • - - • - SUFFOLK COUNTY HD APPROVAL R-23-1551 4 BEDROOM - - O BUILDING SECTIONS rI 1 W FLUR . \UTHC7 A �JO OO 1 STONE WALKWAY ® GRADE • - - - • -- _ -E - - - - - -1 - - - - - - - - - PROP05ED PROPOSED 8 50' FRONT Y RD f() HABITABLE GROSS i . 't��,i, \ ���' 'y� 10 I v SETB CK I " SPACE AREA 0'. . FIRST FLOOR AREA 2302 S.F. 3,04a S.F. A-5O2 .00 BUILDING SECTIONS ` • • ` ` • �� �� PROPOSED z � . . . . . . 1 1 v ASPHALT _ _ _ _ _ SECOND FLOOR AREA 1658 S.F. 1658 S.F. _ 3QIIXl III O m • II S . \ .. . z DRIVEWAY v AREA TOTALS 3,a 60 S.F. 4,707 S.F. . . . . . . . . . . . . . . . a 0 R P • °' c - I .00DESIGN DETAILS\ ...o.:a km .:::•:' 711 LOT SIZE / AREA IN ALLOWABLE„ TOTAL r . _ . r _ . . . . - - EXCESS OF 50,000 35,001.0 S.F. 5,001.0 S.F. OFA OFA ui • - . . • • . . . . . . - . . . . . . . . . . - . - . - . . . . . . I (d) LOTS GONTAININO UP TO 5,100 S.F. •QQ DESIGN DETAILS o • - r 40,000 S.F. MAX. ALLOWABLE S.F. / PLUS 7.530 OF EXCESS LOT AREA 4,550.0 S.F. 375.1 S.F. 4,725.1 S.F. 4,707 S.F. PROJECT: . . . . . . ( OVER 30,000 EL. 26.3' - - - - - - LAU .. . ...::.:.: . .:.:. °„ ;.. . ... .00 ROPOSED STRUCTURAL PLANS 175.00 .OT.. R(N EL.=25.53' MLOT 7 AX: .�. >\:. ..�\�•\` \.c ibis\\ LOT 51ZE 55,001.0 S.F. �- 102 .00 PROPOSED STRUCTURAL PLANS 1305 LAUREL AVENUE 503b OF LOT REQUIRED TO REMAIN 17,500.5 S.F. --------------------EXISTING WATER MAIN SOUTHOLD, N.Y. 11971 AREA OF PROPOSED CLEARING 17,421.0 S.F. U E TOTAL AREA OF LOT TO REMAIN 17,580.0 S.F. �j- I Q j•QQ PROPOSED STRUCTURAL PLANS DRAWING TITLE: PROJECT LOCATION &SCOPE y» ITE PLAN & ZONING DAT >\\ .��::.. .. ......a <\�\ � : SED STRUCTURAL PLANS \b5 I TE PLAN PROPO 50ALE: 1" = 15'-0" DESCRIPTION (FOOTPRINT) AREA Y LOT COVERAGE PAGE: TOTAL LOT AREA 55,001.0 S.F. F- 1 O 1 .00 DWV/ WATER SUPPLY RISER _ CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING PROPOSED DWELLING 3,271.0 S.F. a.5% G U U 0%jo) RESTRICTIONS; DECLARATION MADE 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. GAS RISER 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 PROPOSED INGROUND POOL &00.0 S.F. 2.5% YEAR WHEN CLEARING IS PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED PERMISSIBLE LIMIT, THE AREAS MUST 1. THE TIMING AND METHODOLOGY FOR GLEARINO MUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THI5 LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE TOTAL AREA OF ALL STRUCTURES 4071.0 S.F. 11.69b DATE: 01/19/24 1 OF 19 EASTERN/WOODLAND BOX TURTLE'. CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE CONSTRUCTION", ON FILE WITH THE: SOUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING IS PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING I5 DISCOVERED, INCLUDING INTERIOR MAXIMUM LOT COVERAGE ALLOWED: 20% DRAINAGE SYSTEM INSTALLATION NOTES: DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRIC7ION5 AND CONSTRUCTION, WILL BE STOPPED UNTIL THE 51TE IS RE-VEGETATED A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4 THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS SHOWN IN CLEARING CHART (50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT =„,. ._ .;;: ;;. -•;_ ,:.;: . . :.. WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC L 15TED BY THE NEW PORK STATE DEC AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INGL UDINO GROUNDGOVER SHRUBS PERMIT REPLANTING IMMEDIATELY WORK MAY CONTINUE AFTER A CONCERN. THI5 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 DRYWELL5, AND THE EDGE OF ALL FOUNDATION WALLS •, , ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND li 005T TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. C7l T ;C"1: `. ;' 1 \ SITE LAYOUT NOTES: A MINIMUM 5 SEPARATION IS REQUIRED BETWEEN DRYWELL5 4 - .... kJ. , .. . Y�lN;CC :%�;� Alim s� 7A�? REC:vuA4, .\ c:_...::: ..,...;.;.: y.... \° `° „ i. THI5 IS AN ARCHITECT'S SITE PLAN 4 IS PROPERTY LINES , ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED „ PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION SUBJECT TO VERIFICATION BY A LICENSED A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWE'.LL5 AND dl �t.F a I.I. ANY CLEARING AT THE SITE SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL PROPOSED COMPLIES SURVEYOR. THE INFORMATION BURIED PROPANE FUEL TANKS. ' NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE REPRESENTED ON THI5 SITE PLAN 15 TO THE CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. AR0HITEG7'5 BEST OF KNOWLEDGE. SEE AL50 DETAIL 7-A/402. THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND MIN. FRONT YARD 50.0' 63.0' YES 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE MIN. SIDE YARD 20.0' 4a.1' YES SURVEY DATED NOVEMBER 6, 2025 AND PROPOSED ROOF COVERAGE = 3,15-162 S.F. °�' DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NY5DEC) COVENANTS AND THE SUBDIVISION MAP. PREPARED BY: PROPOSED ASPHALT DRIVEWAY COVERAGE = I,cilc( S.F. t,,z . ., , , ,.„• .�, REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE MIN. COMBINED 40.0' 100.0' YES TOTAL IMPERVIOUS COVERAGE = 5,881 S.F. LAU It I I F-N I ELlkvvE UE U(D CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER 51DE YARDS YOUNG ASSOCIATES 5,551 5.F, x 2" RAINFALL EVENT = a80.2 G.F. STORAGE REG.'D THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THI5 BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE 400 05TRANDER AVENUE MIN. REAR YARD 60.0' 53.8' YES RIVERHEAD, N.Y. 11901 (1) 5'4P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH MAXIMUM HEIGHT 35.0' 32.1' YES (5) 8'4' x &' DEEP D.W. PROPOSED = 1,015.5 G.F. 5TORAOE PROVIDED NOTES � SFEC'.I F I C'•AT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AN--.) MASONRY P•' E35RE Y I A I IONS 7 IT 15 THE CONTRACTOR'S RESPON5IBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED 1. ALL LUMBER SHALL BE DOUG1LA5 FIR LARCH #2 4 BETTER (Fb = 8-I5) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED To PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT T06ETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY 70 READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE le)" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIR5T AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR a- 6REATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTIN65 TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT BLDO. BUILDING �_ � KIPS (1000 LB5) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (I) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501E TO HAVE MIN. BEARNG CAPACITY OF (I) TON/SQ. FT.,U.O.N. 0 APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCILS WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS BM _ BEAM MANU. SPEG.'s MANUFACTURER'S SPEGIFIGATIONS W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAV LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM _j 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANOER5 BY TEGO OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPL_IGABLE INFORMATION OF EXISTING (�') STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. -� MEGHANIGAL PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Q +_f LN 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, 6YP5UM, HARDBOARD, AND STRUCTURAL O- B.O.W. BOTTOM OF WALL MIN. MINIMUM FLOORS, ROOFS, AND WALLS. PANEL5, SHALL CONFORM TO THE APPLICABLE STANDARDS OR 6RADIN6 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS r' AND AUTHORITIES HAVING JURISDICTION. c- C00 RULES SPECIFIED IN I.I THROUGH 1.8. UNTIL I TIER OF FRAMING 5 IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF 1a88 _0 b. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, - � 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINC75 TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. 'E N �; O OF THE OWNERtWI-DER COL. COLUMN NYC BG NEW PORK CITY BUILDING CODE Ln INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O C z 5. ANY OMISSIONS OR D15GREPANGIES OF PLANS AND/OR JOB CONDITIONS -7• ALL BEAMS, 61RDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE ORADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKET5, UTILITIES, ETC. TO BE FILLED a- GONT. CONTINUOUS O.G. ON CENTER WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. > XO V (V SHALL BE CLARIFIED WITH THE ARGHITEGT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C WITH THE WORK. DBE. DOUBLE OGG. OCCUPANCY � Cfl 6RADEMARK SHALL INCLUDE AN EASILY 015TINOU15HABLE MARK OR a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. O O m 4- �1. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE .r O .- Lo Lo 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 DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION c N O m UNLESS APPROVED BY THE ARCHITECT/EENGINEER. DAYS OF 4,000 P.5.1., U.O.N. Q T_ 2i O 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. POURED CONCRETE B FORE THE OR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PAGE G-005. GENERALLY, SHEATHING I5 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF AN51/ALTC A I a0.1 STRUCTURAL GLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. 11 DECK JOISTS PL. PLATE 8. DRY WELLS AS REQUIRED BY STATE ,AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. - 1 PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOI5T5: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. EE a. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JO15T5 SHALL MEET THE PROVISIONS OF A5TM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY,TO BE OF 5/4 THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-J015T5, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT 11 REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL V DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYEK' HOU5E WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING Ri RISER II. THESE SET OF DRAWIN65 ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. L. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR A55EMBLIE5 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2 ABOVE FINISH GRADE. � � ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. I FRESH AIR INTAKE R.R. ROOF RAFTER ♦ , ■•_ 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 v 14. PROVIDE X GR055 BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOGUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DEVON INTENT ONLY, EXCEED 5'-O" AND AT EVERY b'-O". 6OVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITEGT/ENGINEER. NO FAR � FLOOR AREA RATIO 11 STL. STEEL D 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. 11 FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REA50NABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51N6 PREFABRICATED 17. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY "--i TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARGHITEGT/ ENGINEER. FF 11 FINISHED FLOOR 11 TBD TO BE DETERMINED ■� RUB WA STE ASTE MATERIALS, TOOLS, ETC:., GLEAN GLASS AND LEAVE WORK lb. APPLY ALL CONDITIONS ADDRE55ED IN FASTENING SCHEDULE AS GOVERNING BUILDING GODS, AND ANY ADDITIONAL REQUIREMENTS A5 BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL ME5ION STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION 11 TEMP OL. � TEMPERED GLASS CONNECTED WOOD TRU55 CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. CU 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 11. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK cz LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN.N10 DEEP PROJEG NG 6"' ON EACH SIDE OF LESS OTHERNISE INDICATED,ALL FOUNDATION FOUNDATION WALL.TO E A FOUND. FOUNDATION 11 T.O.W. TOP OF WALL � AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR OYP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ■0) 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16 SPAN. WALLBOARD, ASTM 03'7 SPECIFICATION FOR GYPSUM LATH, OR A5TM C'1�1 CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RES15TANT CONSTRUCTION ELEVATION Tr TREAD ♦^ SPECIFICATION FOR GYPSUM SHEATHING BOARD. N, THE 5U5-COMPLETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER IQ. AT ROUGH OPENINC75 PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME 11 TYP. TYPICAL W COMPLETION OF PROJECT. AS PER PAGE G-003. I.'7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" (D 1'1. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF AN51/AHA A135.4 BASIC HARDBOARD OF DEEP 4 3'-O" BELOW GRAD_. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AOENT•5 AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. p 0 AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARI51NO OUT OF OR R.E5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRU5HIN6, DIPPING, OR 5OAKIN6 UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD :2 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, Led. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL I. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TAN6IBL_E PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH MANUFACTURER SUCH A5: HAN6ER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD 1 (PS 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE LOSS OR USE RESULTING THEREFROM). (B) 15 CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, - < WHOLE OR IN PART BY ANY NEGLIGENT ,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 ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. HDR HEADER WD. 1 WOOD CONTRACTOR, ANY BY ANY NEOLIOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE HNOR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOLE ACTS ANY OF THEM MAY 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWIN65. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 J015T 2.OE MICROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. 6EOROIA PACIFIC 2.OE 6-P LAM LVL lb.2. ORIENTED-STRAND BOARD (05B), WAFERBOARD ORIENTED-STRAND 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P51- (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4• NEW AND EXI5TIN6 BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL 5HALL BE REMOVED FROM SITE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I NSULTI ONNSTfi� TI ON fi� QU I i� MNTS APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS 5HALL 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 ARCHITECT/ENGINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN 5TRUGTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY PROPOSED DESIGN CODE PRESCRIPTIVE VALUE la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S GORE 6LA55 WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NYSECCC) COMPLIES 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 6LA55 TO BE INSULATED LOW-E,UNLE55 OTHERWISE SPECIFIED. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT 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 1.8.4. FIBERBOARD: FIBERBOAR,O USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS 5HALL NOT BE INSTALLED UNTIL PROPER MAX.U-VALUE - 0.52 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AI94.1 CELLULOSIC CLEARANCES ARE PROVIDE7 U-VALUE - 025. FENESTRATION U-VALUE AIR LEAKAGE = 0.30 GFM/SF MAX.AIR LEAKAGE = 0.30 ,FM/SF YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0208 STANDARD SPECIFICATION FOR PER R402.4.5 4 TABLE R402.1.4-CLIMATE ZONE 4 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER IN5ULATIN6 BOARD. 3. ALL SLIDING GLASS DOORS, 5KYLIOHT5, AND ANY GLAS5 UNIT INSTALLED HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. R-28 FOAM SPRAY INSULATION W/ MIN.R-VALUE ■ 4a 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS 1.5.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL 51DINO USED IN WITHIN IS HE FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, CEILING R-VALUE R-21 BAIT INSULATION PER TABLE R4o2.12-CLIMATE ZONE 4 YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. UNLESS OTHERWISE NOTED. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(2'xb") WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE = 20(CAVITY) YES 22. PROVIDE FIREBLOGKIN6 AS PER NE,W YORK ACCESSIBILITY STANDARDS. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE OOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. FRAME WALL P.-VALUE (R=WINCH)W/R-II GATT IN50LATION PER TABLE R402.12 -CLIMATE ZONE 4 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORK5 OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FLOOR R-VALUE R-30 BATT INSULATION MIN TABLE = la YES COPYRIGHT PROTECTION ACT OF Iga 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL O (AWGPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. ENERGY CONSERVATION CON5TRUCTION CODE. PER TABLE R4O2.12-CLIMATE ZONE 4 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. COMPLIANCE STATEMENT: 6. PROVIDE FLASHING PANS UNDER ALL SLIDING 6LA55 DOORS, WINDOWS, OR GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPEGIFIGATIONS ARE IN ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 4 6-004. THE FASTENING SCHEDULE ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION GODS U51N6 GRAFTER 4[RE]. 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/ASME B 18.2.1 SQUARE AND V7 CONSTRUCTION;55TD 10-a9 AND 200 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING r HEX BOLTS AND SCREWS (INCH SERIES). 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION HALLS, SCHEDULE). HOLDOWN5 OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO 50REWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ 2 FLOORS, STUDS AND ROOF FRAMING 5HALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPE0.15). A5ME B18.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 5. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFEGTION5. 6LA55 0 HOEDOWN LOCATIONS RE 5PEGIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. C.)2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES > INCLUDED IN THE STANDARD BUILDING CODE, 5ECTION 2306 OF IBC SHALL 26. COLUMN BEARING AS FOLLOW5: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH l BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL WALL W/ STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ui AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. R Q EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. HALLS). FOP, ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, REQUIREMENTS. 0 SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLF_ R�JOI .1 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 GOVERNING BUILDING CODE AND ANY 10. WINDOW5 IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH :TIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S TEMPERED 6LA55. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/ NOTED VALUES) 4 ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE 5TRAP5 5HALL BE ATTACHED TO EACH PAIR OF OFF051NO U.O.N. WITH TOP CAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG I I. EXTERIOR GLAZING SHALL BE PROTECTED FROM REQUIREMENTS DEBRIS. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF 1"xb" OR 2"x4" LUMBER 15 w/6" RISE 4 w/(2) s/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5. NAILS: NAILS SHALL COMPLY WITH A5TM F ILS, 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 b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF 1. OA ASE AND ASTM E O NI MODIFIED TI 20HA NYS BG STRUCTURAL MEMBER BA510 WIND SPEED 150 MPH LAUREL A V E I V U E RAFTERS. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION LET 7 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 6OVERNING BUILDING CODE ANSI/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE 1-/I80 MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FIN15HF-D CEILING ATTACHED TO RAFTERS 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SEISMIC DESIGN CATEGORY B 16" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 8' SHALL I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2•"1• SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B 0.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR HALLS 4 PARTITIONS H/180 WEATHERING SEVERE 5. SILL PLATE TO FOUNDATION ANCHOR:AOE;SILL PLATE SHALL BE ANCHORED 1. ALL SS OR APPROVED EQUAL. WOOD5CREW5 (INCH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 1305 LAUREL AVENUE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS 4 PLASTERED CEILINGS L/360 „ OF J" AND 3"x3"x�" WA5HER5. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINOLE5 SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE PER THE ANGHORAOE METHOD SELECTED IN ACCORDANCE WITH TABLE FR05T LINE DEPTH 3-0 SOUTHOLD, N.Y. 11971 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT OFT' IN CONGRETE/MA5ONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT ON THE BUILDING. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 OR CORNERS LINE. 4 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4" ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES3. PROVIDE FLASHING NECF55ARY FOR WATER T16HT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES CONSTRUCTION. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR HALLS - WIND LOAD5 W/ BRITTLE FINISHES L/240 ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NYS PLUMBING GORE AND NYS DEC REGULATIONS. ENERGY TABLE 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY SIMPSON" MANUFACTURER. 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 WALL5 - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. CONTRACTOR WILL 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. CORROSION RESISTANT II GAGE ROOFING NAILS AND lb GAGE 5TAPLE5 ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON" PERMITTED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA'i2: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED STRUGTURAL DESION LOADS PAGE: - GENERALLY,VERIFY OR PROVIDE HARD WIRED 1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FOOT. SMOKE DETECTORS w/BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER - - Avwk MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AND WAS-E SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: A. EACH SLEEPING ROOM 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - DISH WASHER........................................2" USE II LIVE LOADI DEAD LOAD THE SEALANT TO UPLIFT FORGES U51NG ASTM D 6551. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - KITCHEN SINK.......................................2" u-002000 B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY..............................................2" EXTERIOR BALCONIES 40 psf 15 psf AREA IN THE IMMEDIATE VICINITY OF - 5HOWER/TUB..........................................2" THE BEDROOMS (GENERALLY THE HALLWAY) 1. VARIATIONS IN CONNECTOR GONFIOURATION SHALL BE APPROVED BY - TOILET.......................................................3" ARCHITECT - LAUNDRY .................................................2" DECKS 40 psf 15 psf C. EVERY LEVEL OF DWELLING - FLOOR DRAIN..........................................5" DATE: 01/19/24 2 OF 19 (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC) 6YP5UM WALL BOARD &. ALL CONNECTORS SPECIFIED AS A "SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE 6ARA&ES 50 psf A5 PER PLAN I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. THROUGH ROOF. CODES AND REFERENCE STANDARD: ATTICS WITHOUT 5TORA6E (MAX CLEAR HOT < 42") 10 psf 15 psf BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK p MEGHANIGAL, FUEL GAS: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON HALLS AND GEILIN6, UNLESS 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 STATE BUILDING CODE,2020 NEW YORK STATE RESIDENTIAL CODE, 2020 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DRAIN GOOKS AS REQ'D. HOSE BIB5 SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/THE p p f=';` - ', DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION GORE. _e, NY5 MECHANICAL CODE AND FUEL OAS CODE .'��^'.j." ._,,,'dye*, 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf ,�, "; , " 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED _ .,. I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME C LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 CODE. ,° "f IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. GONSTRUGTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION SLEEPING ROOMS 30 psf 15 psf " �.C._ EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AF4PA) AMERIGAN WOOD COUNCIL (ANC). "' (` %, 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS CONCRETE PANELS OF 5/8" THICKNF-55 MINIMUM. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. i.Z SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL STAIRS 40 psf 15 sf j( 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE P P SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND IN5PEGTON I5 REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING GORE. �h"'. ±� ' 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 PORK STATE ` TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ��. COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED 11. NOTCHING AND BORING OF STUDS, JOI5T5, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. � '�, .- TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): *.:' Cs�' w;.� 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY,UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHINO AND BORING OF STRUCTURAL MEMBERS 5HALL BE PERMITTED 12 psf FOR ATTIC CJ, ALL OPENINGS. - 01" R-50 FOR FLAT CEILINGS NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR OATH. DUCTS 3"(P 4 GREATER, LOCATED IN ATTIC: R-8 - 5.25" R-500 FOR VAULTED AND CATHEDRAL CEILINGS CODE, NFPA'70 AND 2020 NEW YORK STATE ENERGY CONSERVATION DUCTS UNDER VV, LOCATED IN ATTIC: R-6 6. FASTEN GYPSUM BOARD AS PER FASTENING 5CHEDULE ON PAOE 6-005. - 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 CODE. DUCTS 3"O 4 GREATER, OTHER PORTION OF BUILDING: R-6 " " " ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE WITH - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION WATER CLOSET CONNECTION WHERE A 3 BEND IS UTILIZED, A 4 x3 FLANGE +� . DUCTS UNDER VV, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASCE '1-16 (MINIMUM DE516N LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS T`I'F 1 GAL NA I L I NO/STRAFF I NO REOU REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UFL I FT/ SHEAR/ $ LATERAL Y `4 ND RES I STANCE NOTE: THI5 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR 5TRAPPIN5 AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REQUIREMENTS) < "ALL STRAPPING TO BE V4."x 20 OAUOE" -- "SIMPSON" EQUIVALENT - G520 (COILED 5TRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 FUSE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWC 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) W W HOLDONN A HOLDONN 3 DESCRIPTION FASTENER SPEC. FASTENER -� CONNECTION A NA L NO OR I D AND QUANTITY SPACING Q FOR OUNDATIONST AT RAFTER TO RIDGE ROOF $ GEI LI NO FRAMING 0-)� p I.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A Ibd O (� ENDWALL --� CONNECTION: COMMON NAIL w/o PREBORE ,HOLES. _ r- ENDWALL 2„ RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE C-005 PER RAFTER 04 O (3) 2x FULL (3) 2x FULL CORNER 57UD * �^ 2.WOOD IS ASSUMED TO BE D,F,#2 d BTR. IN DRY USE 0 Ln HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d COMMON R.R. 2" SERVICE r- z 'C'{" CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOI5T a �(C� r- ONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL XO L) N TRANSFER SHEAR "SIMPSON" HDQS <N • (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER AGE-NAIL) SEE PACE 6-005 EACH LAP p m � O HOEDOWN ANCHOR ® 2-Ibd COMMON FOR ROOF SLOPES UNDER 5:12 WITH • HOLES,SET NEW MEMBER. 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER, • • • L O `- „ LOCATIONS NOTED NAILS ® b' O.G. 4 • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED (V 0 NAILS ® b O.G. B ON PLANS 10" O.G. IF BLOGKE *, Y USE 4 8 d COMMON NAILS 0 EA. • • • • GEILIN6 JOIST LAPS OVER PARTITIONS (PAGE-NAIL) a-Ibd COMMON EACH LAP C O (CS 10" O.G. IF BLOCKED CORNER POST "�.. END OF STRAP. c.J. TIES �' 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q G G O CORNER P05T 1y` 6RA HIG BELOW) END OF THE NAIL TO A 90°ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE "SIMPSON" HDQS ° THE ABOVE A55UMES A RAFTER HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR 5PAOIN55 6.DIMENSIONS ARE DERIVED FROM THE NOS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED d OF 24" O.C., INCREASE NAILING BY A CROON 12.4-PLACEMENT OF NAILS d SPIKES d TABLE 1. ON PLANS FACTOR OF I.S. RIM BOARD TO RAFTER (END-NAIL) 2-Ibd COMMON EACH END 3 il. CONNECTION BI l$ B2 AT RAFTER TO TOP PLATE TO STUD NALL FRAM I NO HOLDONN INSTALLATION OPTIONS: CONNECTION: FOR NEW P. GONG. FOUND.'s o 0 ° • FOR STRAP - 3 5 cl* COMMON NAILS ® EA. E32. TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOLDOWN CAST IN PLACE w/7/b"� THREADED ROD • • END OF STRAP. • • sIM WHEN IN TOWN OF 15LIF OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE r , FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • • I . . V -I/6"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO Q NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STREN6TH EPDXY --- T LEI • • • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. MAX. NAILING GRID ABOVE UTILIZE a) MM ADHESIVE), 8 FOR TEMP.'s O°F-40°F USE "SIMPSON" AT I 51MP50N #H2A (OR EQUAL) RAFTER TIE 1..� (HIGH STRENGTH ACRYLIC ADHESIVE) `"` - HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDOE5 FOR Tor-NAILING - 3 8 d COMMON NAILS FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOEDOWN USE SAME w/7/5"(P THREADED ROD CONNECTION ^--- . .-� - FOR G.J. TO R.R. - a I6 d COMMON NAILS REQUIREMENTS FOR - BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 12 PER FOOT RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJo1sT, or BLOCKING (PAGE-NAZI.) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW y HOLDONN 'C' HOLDONN t-)' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - q 16 d COMMON NAILS FLOOR FRAM I NC ■0 FOR NEW d EXIST. FOUNDATIONS FOR NEWLY POURED CONNECTION CI 4 C2W • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-5d COMMON PER JOIST n, FOUNDATION ® ONE STORY ONLY • W (5) 2x FULL ENDALL • BRIDGING TO JOIST (TOE-NAIL) 2-Sd COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-bd COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY 'SIMPSON" HDQS (5) 2x FULL ..• "� '" HOLDOWN ANCHOR ® 2-I6d COMMON �" • G2 �'— TO STUD CONNECTION: BEOGKIN6 To SILL or HEIGHT STUD -� * TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® L" O.G. $ �•,,,.-••"''-w � ON PLANS 10" O.G. IF BLOCKED G I FOR STRAP - 3 6 d* COMMON LEDGER CORNER POST STRIP TO BEAM (PAGE-NAIL) 3-Ibd COMMON EACH JOIST �1\ NAILS ® EA. END OF 5TRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST FOR EA. PLATE TO STUD ABOVE 4 OR NAILS r-CNMCN \NAILS ® " O. _ BELOW - 2 16d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-Ibd COMMON PER J015T "'-, - - BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT' • • ROOF SHEATH I NC d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD SOLID S d SIMPSON" 5T D14 CONNECTION DI D2 PERIMETER EDGE ZONE ad COMMON 6" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS_ BLOCKING m EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 8d COMMON 4110.0. FOR NEW P. GONG. FOUND.'s UP TO cl" RAKE OVERHANG HOLDOWN CAST IN PLACE w/7/8"O THREADED ROD --~"' FOR EXIST. P. GONG, OR NEWLY GURRED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NC SHEATH I NO 7/6"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(5) GONNEGTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY 1/2" MIN. . .: ------ 1 coE GYPSUM WALLBOARD Sd COOLERS 7" EDGE / IIO" FIELD R R ADHESIVE), d FOR TEMF'.'s O°F-40°F USE 'SIMPSON" AT FOR STRAP - 3 I I(HIS 8 d* COMMON NAILS ® EA. H STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR �► END OF STRAP (WRAP STRAP UNDER SILL PL) NALL SHEATHINO FOR EXIST. /NEW G.M.U. (00 10. BLOCK) SPECIFIED ON D TYP. FOUND. NOTEL • FILL TOP 2 COURSES SOLID 6 CAST IN PLACE HOEDOWN 04 o FOR EA. PLATE TO STUD ABOVE 8 OR BELOW - THREADED ROD _ 2 I6 d COMMON NAILS STRUCTURAL PANELS 6d COMMON 6" EDGE / 12" FIELD ° c ° d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD )• STRAP FLOOR CONNECTION w/ # LPT4 SIMP50N (OR — bd NAILS• EA END Z NAIL I N C5/S TRA f=F 1 N O HEADER STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ~�1""�. `M1 OF EA.57RAP TO w EA.JOIST-(FOR FLOOR SHEATH I NO (SUBFLOOR) o ALTERNATE USE NOTATION: SIMPSON H23A) 0 STRUCTURAL PANELS: A - NUMBER OF Sd NAILS ® EA. END OF 5T'RAPPIN& (201b WFGM, TABLE 5.7,P. 164);WHEN STRAPP NG CONNECTION E _. I" or LE55: / REQUIRES OVER 14 NAILS,USE SIMP50N 0516 STRAFFIN6 (OR E ad COMMON b" EDGE 12" FIELDQUAL). GREATER THAN I": ad COMMON 6" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 5.23B,P. 91) G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER (2015 WFGM,TABLE 5.250,P. 29 ; ��,_.. ALTERNATE AS PER TABLE 5.25P,P. 2a3) " I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w —D D - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT KIN& STUD TO END OF HEADER ® EA. SIDE A AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING 5GHEDULE5 SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED, a (2016 WFGM,TABLE 5.7,P. 189) a PLATE(5) CONNECTION FOR EXAMPLE, IF WALL 5HEATHIN6 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM,TABLE 3.22F,P. 266) SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR _G F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. 51DE d ° SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT: ° ° a °a.. 2 - WHEN WALL 5HEATHIN6 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8, P. 141) •a d • E ° a FOR STRAP - 3 8 d* COMMON NAILS ® EA. g NAILS SHALL BE PERMITTED To BE REDUCED To 1-I6D NAIL PER FOOT. FOR ROOF 5HEATHIN6 WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' oN EACH �� ~- , °. dl • END OF STRAP (WRAP STRAP UNDER SILL PL) SIDE OF THE ROOF PEAK THE 4' PERIMETER EDGE ONE FA57ENI NO SCHEDULE B �`"�-.. Li ° ° d USED. Z ATTACHMENT REQUIREMENTS SHALL BE LAU R E L AVE N U E —F RDUCH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS ^���`�-�...,••• FOR EA. PLATE TO STUD ABOVE $ OR BELOW -d LOT (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) "' .� 2 16 COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE PRE-ENOINEERED ROUGH A B G D E F G HOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1305 LAUREL AVENUE zz� 2'-0" 3 1 1 1 1 I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 1 2 2 2 2 S L I /s I N/- ® `�`�� � ll OASLE ENDNALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE l� O A AUTHORITY HAVING JURI5DIGTION: * - PROVIDE (2) 2"Xlo" HDR (MIN.) U.O.N. 6'-o" I 3 3 3 3 SRACINO/STRAFFINO DRAWING TITLE: (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, 8'-0" 12 2 3 4 4 4 sPLICE TOP PLATE SPLICE REQUIREMENT5 TOP PLATE SPLICE REQUIREMENTS BAY5 BACK® LOGKIN6 m 1�211 0Dc. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH FOR WIND - EXPOSURES B$0 - FOR WIND - EXPOSURES BsC - 4'-0" O.G. \<TOACHEIVE RAKE O.H. BE "I", "11", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS 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" I6 2 5 6 6 6 BUILDING MINIMUM 5PLIGE'2•',4 BUILDING MINIMUM SPLICE THE NYS BC. DIMENSION (FT) LENGTH (FT) DIMEN5ION (FT) LENGTH (FT) TYP. STRAP w/(3) PAGE: ' 5d OFI PA SAP „ DESIGNATION FOR STRUCTURAL 12-0 2-o /2-b 12'-0 3-0 6 DIAMETER COMPONENTS THAT ARE OF TRUSS 'TYPE, Ib'-O" 3'-O"/3'-ci" I6'—O" 4'—O" ATTIC PRE-ENGINEERED WOOD, OR TIMBER AN�f�OR 5OL7 SFE� I F I CATIONS CONSTRUCTION AS FOLLOWS: G-00 '00LOO 201-0" 4'-O"/✓'-O" 201-0" 5'-O" I - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAY5 GIRDERS 4 BEAMS 6"-I2" SPECIFICATION (2015 WFGM TABLES 3.2A 8 3.25, P. 157-160) „ O.G. - "R" = ROOF FRAMING CORNER gq, 24-0 4-o„/5,-0„ 24-0„ 6-o,: - "FR" = FLOOR 4 ROOF FRAM I NO DATE: 24 01/19/ CONDITION FOR ALL STRUCTURES: 3 OF 19 5/8"O ANCHOR BOLTS ® 39" O.G. 251-0" • 52'-0" 6'-O"/'7'-b" 32'-O" 8'-O" %v SECOND FLOOR 561.011 ` 4 NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE a' CONNECTa: LS T.FOR RTER „ LLEN6TH5,IOTHE NAIL 5PAGIN61 SHALL RBE OREDUCED IN ORDERTO 40-O 6-O /10-O 40-O 111.011BLOCKIN& '•M • END 1 w/ 3'�SQUARE WASHERS ANDEDMENT INTO END NUT SETUP; PROVIDE AN EQUIVALENT NUMBER OF NAILS 1 " _ "II " 11 BACK• 4'0" OYG 2.TABULATED SPLICE LENGTHS ASSUME A BJILDIN6 LOCATED 50 O 10 O /12-6 50-O 13-O CONDITION IS EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL IN EXPOSURE B TYP. 57RAP w/(5) t STROKE �• �=; iv TOP TWO COURSES SOLID 8d NAILS EA. END ,b T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15-O 60-O 1 b-O OF EA.STRAP �D HEIGHTS FOR OTHER WALL HEI6HT5,H,THE TABULATED UNIT �', `� ,� !r 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; _ - " FIRST FLOOR r" PLAN DIAGRAM OF ZONE°> OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE 70-O W-011 NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR `"y (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 8 12 60-011W-01180-O 22-O •• y' sA FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 REFLECTIVE REFLECTIVE • w° "``� (SEE DIAGRAM TO LEFT) Io'NALL- 125 BLOCKING 2 BAYS II'W THI5 COLUMN ALL- 1.515 MN w/MULTIPLIER BACK® W-O" O.G. RED PAN70NE WHITE 4. COORDINATE w/ HOLDONN LOCATIONS 12 NALL- 1.5 FOR IO'-o"WALL #167 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NC GRAPH I GS CONTI NUOU5 BUILT-UP C I RDER5, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT 15 REOV FOR FRAMER TO HAVE A FIREELOC.-KNO FOR PLATFORM V400D FRAM I N WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIRE1rENT5: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED CONNECTION DF-50RIPTION TOGETHER SIDE BY eIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL, PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEARI NCS WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS• 12"O.G. MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. 0 ui THE SPAN LENGTH FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W 5TUD5 STUD B (3)ROWS IOd NAILS a I2"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. J 5U5FLOOR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (Y) (2)ROWS 1/2" 40 BOLTS m 12"O.G.STA66ERED; JOINTED ON THE SAM= SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE N /SUBFLOOR C DBL.• ENDS TWO-PIECE PLATE SERVE AS FIRE5TOPPING. Q +_+ LO SOLE PLATE BUILT UP GIRDER P MAX.52" % Q-) SOLE PLATE D (2)Rotas 1/2" m BOLTS a Ib"O.C. NAILING: 4 FO R OR PLATFORM FRAME CONSTRUCTION: THE DOUBLE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE ° T_ O BOLTS• 24"O.G. SIDE W W WITH IOd NAILS,TO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. (5 CD E f2)ROWS I/2" A =_ r BETWEEN 1/6 EACH PIECE, OTHERS STA66ERED WITH A DISTANCE g 5. FIRESTOPPING SHALL BE 2 INCHES OF WOOD BLOCKING 'C N } O F (2)Rows 3-3/5"TRUSSLOCK SCREWS• 12"O.C. # 1/4 OF A OF I6 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. O C z SCREWED ON(I)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 46 (2)ROWS 5-3/b"TRUSSLOCK SCREWS m I6"O.G. P SIDE w/ 10d NAILS, TP40 NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE X U N SCREWED ON(U SIDE OF MEMBER JOIST, OTHERS 5TA66ERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN O (2)Rows 5-3/81"TR ISSLOCK SCREWS a 24" O.G. J015T5 SERVE AS FIRESTOPPING. Q p m CD BETWEEN NAILS IN A HORIZONTAL LINE. c- JOIST H SCREWED ON(I)SIDE OF MEMBER P "_ O � L0 MAXIMUM OFFSET THREE-PIECE -i. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O J (2)ROWS 5"TRUSS,OCK 5GREW5• 12"O.G. BUILT UP 61RDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOGKIN6 PLACED BETWEEN JOISTS O MATCHED 51ZE OF BLOCKING NAILS ON EA. SIDE w! TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPING. Q (2)ROW5 5"TRUSSLOGK SCREWS• Ib"O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K 11 SCREWED ON BOTH SIDE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE BLOCKING I 3 8. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32 O.G. STUD (2)Rows 5°TRUSSLOGK SCREWS• 24"O.G. BETWEEN I/b OTHERS STAGGERED w/ A DISTANCE OF NOT MORE L EWD O EN BOTH SIDE OF MEMBER d 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE SCR q. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CE I L I NO BRAG I NO 5TRIN6ER TO SERVE AS FIRE5TOPPIN6. CANTI LEVERED FLOOR I.BEA 15 R HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN B'WHEN IO' OR LAR6ER P FRAMING SHALL BE FIRESTOPFW 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 FASTENER5 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER p GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS CABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRACE a b O.G. TRU55 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRETHE VERTICAL OPENINO 15 SEALED BY SSTOPPN6 SHALL TER ON THE I NO BAND BE �J JOIST 2) IOd NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED r G.J. I I I I G I IG AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL v �t A 11� I I V A TT R I FOR SIDE D LOADED B A M (I�i • FLUSH B A M�) PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON /4 NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE W 10) ad -LOCATIONS REOUIRUN6 FIRESTOPPING- AS FIRE5TOPPIN6. NAILS FIRE- FIRE_ WOOD FIRE5TOPPIN(S FIRE5TOPPIN6 ■ STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 51DE-LOADED STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS® 10" O.G. NAILED BOLTED' U 2"x4" BLOCK NAILED TO EA.BRACE VERTICAL �BLOGKIN6 2 ROWS Ibd S ROWS Ibd 2 ROWSv 2 ROHSY5" 2 ROWSX2' w/(4) IOd NAILS COMMON COMMON BOLTS 24' BOLTS BOLTS y; . : FIRESTOPPIN6 WHEN 0) • 12.O.G O 12,o.G.� sTA66ERED° C 12"O.G. O b'O.G. COVERING IS APPLIED 2O a P TO UNDERSIDE OF .STRAP 3� STUD 6YP5UM BOARD 9 TWO Rows 12"O.G. THREE ROWS 12.O.G. LOCATION I LOCATION 2 LOCATION 3 J015T5 DOUBLE PLATE • (10) bd NAIL . NAI IN6 ° ° ° ° ° ° Sd COOLER NAILS® 10" o.c. BEAM SELECTION w/ STD L LOCATION 4 JOIST SHALL BE LOCATED DIRECTLY ENDWALL STUDS AS NOTED IN NOTES 7 $ 8 ° ° ° ° ° ° o 0 5 NONGOMBU5TIBLE �TR�TE DENOTES ALT.FOR USE OF DRYWALL 5GREW5 ° ° FIRESTOPPING LOCATION OVER STUDS, UNLESS TOP PLATE IS 4"• EDGE/12"• FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE 12" FIRESTOPPING OF GIRDER DESI6NED To CARRY THE LOAD SCREWS#6 - VW TYPE W OR 5 FIRESTOPPING 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 D�=TAIL THIGKNE55 OF THE MEMBER'USE WASHERS UNDER HEAD AND NUT. O O O OVERLAID ROOF s.STAGGER EACH ROW OF FASTENERS BY 12•. @0° K 2"SPACE NOT \ ATTACHMENT © VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILIN6 15 FROM EACH SIDE. TO BE FILLED \ ® APPROX.I INCH THICK TOPPIN 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 \ BOTH 51M OF THE MEMBER. b.VALUES FOR NAILING C.ONNEGTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION '7 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS. STRAPPING w/ T.2 ROWS of Ibd COMMON NAILS(12'O.G)FOR DEPTF1f IZ'OR LE55 FIRESTOPPIN6 LOCATION cI 4 bd NAILS LOCATION 8 O EA.END m R.R. D.a ROWS OF Ibd COMMON NAILS(12"O.c)FOR DEPTH5 OF 14',Ib't 16'. LOCATION 10 FULL WIDTH 2" BLOGKIN Ztu H OONSTRUOT I Oil DETAILS W I ND LOAD PATH CONNECTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING IN5TL. NOT TO 50ALE INTERSECTION DETAIL_ X15T.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 lod NTINUOUS LOWER TOE NAIL NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW d EX. R.R. AS SHOWN KING STUDS PLAN vlEw NOTE: SIMILAR® 'SHED' WOOD JOTS WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANGS HEADER C ENERAL RE0U I REME NT5 FOR GENERAL REOU I REMENTS FOR W INSTALLATION OF CLINCHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JAGK STUDS MAIN MEMBER WOOD JOIST i o JOIST FRAMING OVER WOOD G I RDER JOIST FRAMING FLUSH WITH G I RDER/HEADER Tl'P I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMB DIAM.X S APPROX. 30° w/THE MAIN MEMBER $ STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, LAUREL AV E N U E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAIGHT 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 7 MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTER 3. To AVOID 5PLITTIN6, No MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A NED TO TOP PLATE 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 1305 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 CHI1✓1. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS (SIM® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-SEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/ STUDS TO ATTIC FLOOR d 5LK'6 TO R/L SIDES w/ 5TRAPPIN6 TO R/L SIDES) O PAGE: w TOP PLATE ® O _-I ro N WIND RESISTANT CONSTRUCTION CONNECTORS GHIM. CHASE WALL z p U d) CONNECTION LOCATION: PART NUMBER: NOTES: Li-004000 ,3�16 D w RIDGE-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS z RAFTER-TO-WALL Hl APPLY TO EACH RAFTER DATE: 01/19/24 4 OF 19 ROOF p = z o a RAFTER-TO-PLATE H,5 or H25 APPLY TO EACH RAFTER To AL16NCwDSTRAPPPINE, w w a PLATE-TO-WALL STUD G520 © 18" APPLY TO EACH WALL STUD o EA. LEVEL ABOVE: 71,"� '� THE FIR5T FL. ®z 2NID. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 56" APPLY TO EACH WALL STUD &^°: ;V..n�:'°,' ; ,h FLoowGL6. ® O HEADER-TO-JAGK STUD C520 © 12" APPLY TO EACH JAGK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD ,I SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END '���, k r=�. �• WRAP UNDER DOUBLE SILL PLATE IST. FLOOR-UNDER-SILL PLATE C520 SIDE VIEW PLAN VIEVI (USE WITH 3" SQUARE WASHERS) '` U5E THE FOLLOWING OR APPROVED 51HP50N METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S REGOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. O I ERAL S I �50L 1 : _ O EXISTING TO BE DEMOL5HED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q _ NEW WOOD FRAME (L.6. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL _I ...WOOD FRAME (LC 5TL Elc( �.., POST FOR 4" WALLS M N WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Lo POST FOR b WALLS), U.O.N. �- NEW 2-HR FIRE RATED c- HOOD FRAME (L.6. 5TL. CD 'C N CD 0 z4 WHEN APPLICABLE ?5'-O" 2"i'-'i" . FOUNDATION PLAN NO"TE5 1O-3, 25-o C xo - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 0 0 o Lo A5 PER COVENANTS & RESTRICTIONS DATED 5TH I •�-� • C ON (C3 20 OF MARCH 2O25: W I • LJ - - - O - - - - - _ _ Q; Y f Q 0- I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO - - - ELECTRIC, OAS, TELEPHONE, GABLE AND WATER, MUST BE LOCATED UNDERGROUND O 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, EXCEPT THOSE PqITH SPILL, OVERFILL AND CORROSION PROTECTION REQU REMI NT5 IN PLACE I I - �< I I o OPROVIDE (2) NEW FURNACES: I I PATIO ABOVE I. UNITS BY "RHEEM" OR APPROVED EQUAL - 2.PROVIDE 4-TON UNIT FOR IST FLOOR "ZONE 1" b "ZONE i I ry 2";UNIT LOCATED IN BASEMENT 5.PROVIDE 5-TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 4.VENT THROUGH WALL 5. F.A.I. THROUH WALL I I I U 6.INSTALL AS PER MANU. SPECS. O ONEW MEGH. AREA: 2 I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'S • r • 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL m "� ' ■�� UNITS AS PER NY5 MG306.1 •s : O - - - - - - - - - - - - - - - - - - - - - - - � .•�' I T O .L 5.MAINTAIN ALL APPLICABLE VENTIN6 CLEARANCES REQUIRED PER NY5 MG &04. O 4.IF APPLICABLE, DISCONNECT, REROUTE, d RECONNECT EQUIPMENT TO EXIST. PIPING AS REQ.'D. I I I Q I _ U dJ BURIED PROPANE LINE TYPICAL MECHANICAL AREA NOTE°i_ I. FOR WD. FR. FLOOR - PROVIDE I/2" CONC. 8D. BY I. ; "DUROGK" (OR EQUAL) ' I I - - - - - - - - - - - �_ •�/1 V 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/8" TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) I Q f I W 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. m •I. I I - - - - - - - J - - - - - - - - - - - - - - - - - - - - - SPEC.'s AND AS PER NY5 MECH. AND FUEL GAS GODS ;•� .,. .,'., , O 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT •� I I I I I ii�� IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE 5. COMB. AIR VOLUME AS PER MANU. 5PEC.'s - PROVIDE 6. MAINTAIN SH I TA N OR PROVIDE AKE FROM EXTERIOR FURNACE/BOILER/BOILER ELECTRICALt- EMEROENCY SHUT OFF SWITCH "I. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH 8. LOCATE MECH. EQUIP. TO ALLOW FOR.PROPER 0 g G AS PER GORE q. PROVIDE 5 3" FLOOR DRAIN IF REQ'D BY EQUIPMENT d - - - - - - - - - F 7 I I CONNECT TO SANITARY SYSTEM AS PER NY5 r I -1 PLUMBING CODE • `;+ '• q- j 10.APPLIANCES JOINED THROUGH A COMMON NATURALDRAFT VENTING SYSTEM SHALL COMPLY WITH LL - - - - L J I ❑ L I J SECTIONS OF 2020 NYE, RG 52421. O 3 ( L - - J UNDER-FLOOR -01 UNDER-FLOOR AREA VENTS I VENTILATION I 6 ONEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER I ( BASEMENT 2020 IRG R408; INSTALL A5 PER MANU. 5PEC'S WITHIN I I UNF N15HEDUNCONDITI SPACE ONED; I AREA 2234 S.F. I I FFLOOR OERSIPR PPANF- 5'-0" OF BUILDING CORNERS FREEZE PROOF H05E BIB: I SK REQ. S.F. PROV. I TANK LOCATION O FASTENED w/MASONRY ANCHORS (PRECISE I q'-O" WALL VENT + LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) 's H6HT. I REQb 14A S.F. ELECTRICAL PANEL: I I I I I K O ALL INSTALLATION AS ELECTRICAL Y5 ELECTRICAL CODE. I F - - I F- BURIED PROPANE TANK: Ob I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK = L J L A- J 2.INSTALL AS PER MAU. SPEC.'S 5.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY d STORM WATER 5TRUCTURE5, d BURIED UTILITY LINES;REFER TO � SITE PLAN FOR INSTALLATION LOCATION. OHATER HEATER NEW RHEEM PERFORMANCE HIGH DEMAND I00 6L. PROPANE WATER HEATER (OR APPROVED EQUAL). I I L -I I I I I L I. VENT THROUGH WALL. 2.F.A.I. THROUGH WALL. - I - - - - - - - - - - - - - - - - - - - 5.INSTALL PER MANU. SPEC.'S I I I I I I I I _ N 003 • �ry w DOOR NOTE: I I I I I I I I I - - - - - - - - - - - - - - 0 O I. INSTALL NEV4 ON PLANS Y1 JELRDOWEN'OR E:QUAL)CCLLED OUT 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT I L -I I I I I I Lu ON PLANS BY 'THERMATRU', 1ANDER5EN' (OR EQUAL). 4-O I A-401 I , I I I m 5. NOTE DOES NOT INDICATE EACH NEW :DOOR PROPOSED;5EE DESIGNATIONS d DOOR SCHEDULE. UP 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I I 001 (IbwR WALL5, U.O.N. I I r I I I I I I Q 5. INSTALL AS PER MANU 5PEG.'s o 0021- -� . _ - - - - - - - - - - - - 4-ao0 6.PROVIDE (2) 2"xl0" HDR., U.O.N. � PROJECT: 'i. SEE PAGE 6-003 FOR ALL OTHER FR:AMIN6 ;p ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. O WINDOW NOTE: I I I I I I s Oq I. ALL NEW WINDOWS 8 DOORS SHALL BE ANDER5EN I y CASEMENT, DOUBLE-HUNG, OR 6LIDINO (AS NOTED). _ I I - - - - - - (- - - - -J I I LAU R EL AVEIV U E INSTALL AS PER MANU. 5PEC.'5. 3 • ' S 2.NOTE DOES NOT INDICATE EACH NEW ININDOW PROPOSED; I 8 LOT 7 SEE DESIGNATIONS B WINDOW SCHEDULE. I I •-::. 1 .; .'... :.,: r..f• _ 5.FOR 5U55TITUTION5, 5EE NOTE #q IN "OLA55 WINDOWS r - - - - - - - - - - AND DOORS" ON PAGE 6-002. O L J I :,• 4.ALL CASEMENT WINDOW5 TO HAVE IL STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH ( I I I I I I I I I GARAGE SLAB 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 2 - 1305 LAUREL AVENUE 6.1. FOR ALL SKYLIGHTS s OPERABLE PANELS OF I I I v I I SOUTHOLD N.Y. 11971 SWINGING, SLIDING, d BIFOLD DOORS I 6.2. WITHIN 4 OF F.F. • •.. O - '- - - - - -� I I I �:. 6.3. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING - - - PORCH ABOVE I VENT _ 6.5. WITHIN TUB/SHOWER ENCLOSURES - ( I DRAWING TITLE: 6.6. SEE L50 GENERAL NOTES ON PACE 6-002 1. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND O I O I "1 N F.A.I. I ' WINDOWS (T`(P. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I ': I I `:• I ( I PROPOSED FOUNDATION PLAN (2) 2"AO" HEADER U.O.N. O - - - - 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I - - - - - - - - - - - - - - - - - - - - -I NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS ;.O• 00: LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN-12" I • } '' 7 e;'. I; ' •j ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. - - - - - - - - - - - - - - - - - - - - - EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING (JAUNDER-FLOORCODE, SECTION R510.2.1;THE FOLLOWING MEANS OF SEPTIC CONNECTION O I PAGE: E6RE55 SHALL BE FOLLOWED: VENTILATION I L- - _- - - - - - - - - -I- - - - - - - - - - - FLOOR NET CLEAR OFF-NINO........... 5."1 S.F. m AREA Ibq S.F. I r L '' ;'� NET CLEAR HE16HT............... 24" MINIMUM 0 0 NET CLEAR WIDTH................. 20" MINIMUM Q REQ. S.F. R.OV. - - - - - - - - - - - - - - - • REQ�D I.I S.F. O. S.F. - - - -- 7 - - - - - - WATER SERVICE LINE BURIED O ELECTRIC _ DATE: 01/19/24 5 OF 19 _ O � m Q 3q'-q 25'-O" '� •4^1 ` , PROPOSED FOUNDATION PLAN 4- SCALE: 1/4" = I'-O" e (i .'F „' fey d�tyles'i SEE FACE A- 104 FOR N NDON BOOR SGHEDUI E OE I EF2AL S��550L <E"'-r : _ EXI5TINO TO BE DF-MOL15HF-D NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W J (6 NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS Q C LLo WHEN APPLIGA51-E) (MIN. (2) 2"xb" STRUCTURAL O P05T FOR b" WALL5), U.O.N. 0 NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. o,-o CV >- O WHEN APPLICABLE) ^p C � z X �C C O -� CD O - - - - - - - - - - - - - - �- 0 O O co o FLOOR PLAN NOTES I ❑ ❑ ❑ ❑ I Q o O u DOOR NOTE: Al, CONDENSERS: r- a OI I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/G CONDENSER BY "RHEEM" ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 d 2 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" I NATURAL LIGHT VENTILATION ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. - (HABITABLE SPACE) PROPOSED;SEE DESIGNATIONS Q DOOR 5GHEDULE. 4.INSTALL UPON LEVEL GROUND # PROVIDE GROUND cV V O I cV 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WE16HT RATING m ' O FLOOR AREA 251 S.F. WALL5,U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF N Q 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. 11 6.PROVIDE (2) VxIO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GAS 26 5" S.F. REG. S.F. PROV. 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 3' FROM WINDOWS/DOORS I I LIGHTING;MIN. 8% ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. 3'-Sy2" 3'-b" 3'-6" 3'-Sy2" OF FLOOR AREA 16.5 S.F. 62.5 S.F. 9STAIR RAILING NOTE: PROVIDE (2) NEW FURNACES: 1. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI d MIN. 10" 12 1. UNITS BY "RHEEM" OR APPROVED EQUAL G G 4% OFIFLOOR AREA q•2 S.F. 14.0 S.F. ♦ ♦ '�� Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR 15T FLOOR "ZONE 1" b "ZONE _ v 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2.1;UNIT LOCATED IN BASEMENTP7777 m /1 NOT EXCEED THE SMALLEST BY MORE: THAN 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 106 - Q W B. HEADROOM IN 5TAIRNAY5 SHALL BEAT LEAST 6'-5". ATTIC 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR W W WIDTHS: 4.VENT THROUGH ALL `F 10'-10" m 4.1. BETWEEN CLEAR HEIGHT b HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. b.INSTALL AS PER MANU. SPECS. m I 4 FL I6'-5" '7'-0" 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN „ NATURAL LICCHT VENTILATION _ 6° „ ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 13 NEW 4 x3 ALUM. DOWNSPOUT (TYP.) WHITE (HABITABLE SPACE) LI 356.4 SINO OON I 3-6' 4-5 3-6 3'-6' r OR MORE RISERS, AND WHERE SHOWN ON PLANS. Y� b. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED � r CGT WALKING SURFACES LOCATED MORE THAN 50" ABOVE 14 NEW LAUNDRY GL05ET/ROOM: FLOOR AREA O S.F. • FINISHED FLOOR OR GRADE, d WHERE: SHOWN ON PLANS. I. NEW WASH /DRY HOOK UP 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s -1. 42" H16H 6UARDRAIL 8 SPINDLE 5PAC:IN6 NOT TO S.F. REQ. S.F. PROV. ALLOW PA55A6E OF A 4" 0 SPHERE;56" HIGH w/ SIZE OF EQUIP. in ( r; 4 G r, - HANDRAIL d SPINDLE SPACING NOT TO ALLOW 3. PROVIDE HOOK UPS AS REQ'S PER MANU. LIGH ING;MIN. 8% uj O.O S.F. O.O S.F. PASSAGE OF A 4 SPHERE. OF F OOR AREA NATURAL LIGHT VENTILATION m 8. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: DW m q. RAILING d TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR VENT LATION;MIN. o.o s.F. o.o S.F. (HABITABLE SPACE) 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4% OF FLOOR AREA _ ( • OPENINGS 16 FLOOR AREA I 110'1 S.F. 4.DUCT SHALL BE EQUIPPED GT w/A BAGKDRAFT DAMPER 8 q ® WOOD TREADS, RISERS $ TOPRAIL; METAL12'_2 SPINDLES 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN S.F. REQ. S.F. PROV. I I iv CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO p m ° VENT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Z ® LIGHTING;MIN. 5% KITCHEN - 9 I O ! WOOD TREADS, RISERS 4 TOPRAIL 4 SPINDLES p -= B A A B OF FLOOR ARSA 88,6 S.F. 384.o S.F. 270 S.F. SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO R s - BEDROOM 2 O EXCEED 8 FEET AND SHALL BE LISTED AND LABELED �- L <::. VENTILATION;MIN. Xxx S.F. - SMOKE DETECTOR / GO DETECTOR NOTES: IN ACCORDANCE WITH UL 2158A. c++ 44.3 S.F. 84.0 S.F. I - 4% OF FLOOR AREA 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK R151D I 4'_p BEDROOM 2 O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS 11_q I 23I.8 S.F. BATHROOM 2 SMOKE /CARBON MONOXIDE COMB W COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ' 60 S.F. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I I @ ( O 2.INTERCONNECTION BETWEEN NEW d EXI5TIN6 DEVICES SCREWS SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS C ] - O O ARE NOT INTERCONNECTED, AS PER NYS R314.4. �• MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Q - 3. PROVIDE SMOKE/ N DETECTORS AS INDICATED, AND LOCATION TO THE WALL OR ROOF TERMINATION. THE B 5EPROOM I I Q I Q PER GENERALELECTRICALE/00TE NOTES ON PAGE INDICATED, A MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 0 183b S.F. 6 I �- 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0 BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES 112 NOT INCLUDE THE TRANSITION DUCT. Ilp b„ 20 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS O . N b OPENINGS TO BATHROOMS w/SHOWERR OR TUB. O l/2 5. INSTALL ALL A5 PER MANU. SPEC.'S IO-5 O 1. N 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THERMOSTAT: IN COMPLIANCE WITH LOCAL CODE O -,k-CL III 15 I. PROVIDE THERMOSTAT FOR(2) ZONES: WINDOW NOTE: - ZONE I: FIRST FLOOR 3'-5" O I. ALL NEW WINDOWS DOORS SHALL BE. ANDERSEN - ZONE 2: SECOND FLOOR O < CASEMENT,DOUBLE-HUNG, OR GLIDING (A5 NOTED). 2• H.O. TO SELECT MODEL; INSTALL AS PER = I WALK-IN MANUF. 5PEG5 Cv THROO IGL05ET O INSTALL AS PER MANU. SPEC.'S. i 2.NOTE DOES NOT INDICATE EACH NEW 1,�JNDOW PROPOSED; C; 8 28.4 S.F. bo S.F. _ SEE DE51ONATIONS d WINDOW SCHEDULE. dJ 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS NEW GAS FIREPLACE INSERT. CONNECT AS PER -- - -- DINING OM'- 15 AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NYS STATE _6 4.ALL CASEMENT WINDOWS TO HAVE STFAI6HT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY 3I6.3 S.F. .I� 6'-II'I 7'-8" � .I`--3'-10"-�Y �I'i" .p L- - - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. 6.IN GENERAL, TEMP. OIL. SHALL BE PROVIDED: 2 6_p 107 ry I ,.,.g 3; VENT _ VENT 6.1. FOR ALL 5KYLIOHT5 d OPERABLE PANELS OF SWINGING,SLIDING, d BIFOLD DOORS SHELVES ELECTRICAL METER: WALK-IN O NEW DN E V 6.2. WITHIN IS" OF F.F. 17 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, d CLOSET 103 (Ib) RI ® 1'_p PANTRY " N 6.5. WITHIN 24" OF A DOOR UTILITY GO. STANDARDS 39 S.F. I- t 1.5" i I'15 S.F. O i L Z 6.4. WITHIN 5TAIR.WAY5 6 WITHIN 56" OF A LANDING _ _ (�lJ = _� 13'-2° I r---6'-10" w 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 � � _' - - - - - - - - - - - 5EE PAGE 6-005 FOR FRAMI G ELEMENTS AROUND IRRIGATION, LANDSCAPING AND FERTILIZER 14 O 20-0 O "1. N EL = WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS A5 PER COVENANTS $ RE5TRIGTION5 NEW UP I - in to 3'-6. _ �t (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: = - (I6) RI ® �' ? MUDROOM - - - - - - - - - - - - - - - -1 j 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER I Oi G1- 102 FOYER t'i.5" I F e6.4 S.F. FA '� a NY5 R312.2 FOR OPERABLE WINDOW5 WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL 5Y5TEM5 TO PREVENT 104 3'_I" ISM Tnr• I dJ LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN '72" OVER-WATERING ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR �-�`-� I'-II" A-4ol BUILDING EXTERIOR. PEST3.THE UISE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE I I I - w�a EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING REQUIRED IN LANDSCAPING b_p 105 Z 4.THE USE OF FERTILIZER PRODUCTS CONTAINING w I ( I 114 b GORE, SECTION R310.2.1;THE FOLLOWING 'MEANS OF NITROGEN, PHOSPHORUS OR POTA551UM 15 PROHIBITED - cV z U I 14-3 EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I O w " ' `' ,s I PROJECT: . E< 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE W IOI NET CLEAR OPENINO........... 5."i S.F. NITROGEN 15 NO MORE THAN 20% OF THE TOTAL 1 I G ` C NET CLEAR HEIGHT............... 24" MINIMUM „ NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTSrL NET CLEAR WIDTH................. 20 MINIMUM b.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE Oi q � 'I L - - - - - - _ _ _ _ _ _ _ _ _ _ � LAUREL AVENUE FEET IN ANY ONE APPLICATION,WITH A GUMULATIV dJ PROVIDE _ LOT TYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER I,000 - 2"X6" Q 10'-3" 2 GAR ARAGE O I. WALL BOARD 2'-6"- - - 2'� 3'-I" I? 56o S.F. SQUARE FEET PER YEAR I5 PERMITTED 5 WALL FOR O I.I. INSTALL MOISTURE RESISTANT 61'PSUM BOARD IN '7. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS `r PLUMBING 12-� = DEN ALL BATHROOMS cV , 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 15 PROHIBITED UNLESS ESTABLI5HIN6 A NEW LAWN OR A II BATHROOM I ,- III III 182.I S.F. m SOIL TEST SHOW5 THAT THE LAWN DOES NOT HAVE VEN O TUB SURROUNDS 2. SHOWER FLOORS ENOUGH PHOSPHORUS 13 05 LAUREL AV E N U E 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 8•ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS SURFACES SHALL BE IMMEDIATELY PICKED UP °::x 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT I ° SOUTHOLD N.Y. 11971 TOWARDS DRAIN) UPON B A 2.3. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 4 ATLEAST 18" UP WALLS NEW EXHAUST FAN SHALL BE INSTALLED INHERE HIGH EFFICIENCY LAMPS: II'-7" G m G I I o DRAWING TITLE: bO VENTILATION IS NOT MET BY MEANS OF NATURAL q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING q p tt1 115 1 CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, ❑ ❑ I PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES A5 PER NY5 MEGH. CODE SECTION AS PER 2020 NYS EGG R404.1 405.5.2.5; INSTALL AS PER MANU. SPECS NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: G D G D D G O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING O" 23'-?,)/2" L SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN - - - - R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG gy2 4 NEW FLOOR: R403.4 d R403.5: PAGE: O I. NEW J" PLYWOOD 5UBFL0OR BENEATH (GLUE 6 SCREW); _. ! 5GR.EW PERIMETER OF 5HEA7HING 6" O.G. 4 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING .:_ :.- `:,..,- - INTERIOR. FLUIDS >105°F OR <55°F (R403.4) (V f 2.NEW FINISHED FLOOR PER H.O. SELECTION an 2. PIPING " AND LARGER IN NOMINAL DIAMETER H H H 3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT A_10 2 0 0 0 NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON 6. P PIING LOCATED UNDER A FLOOR SLAB IFOLD2 IO 3.NEW " DUROCK GEMENTBOARD (OR EQUAL) UPON -►• BURIED PIPING ° DATE: 01/19/24 6 OF 19 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE d 5CR.EW); 5. SUPPLY d RETURN PIPING IN RECIRCULATION SYSTEMS im 5CR.EW PERIMETER OF 5HEATHING 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. INTERIOR. l0 NEW ATTIC ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALL5 8 FLOOR WITH INSULATION TO s ,, 2.SIZE TO FIT MECH. EQUIP. THR.0 OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLA55 (STC) FOR 3.DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN -15'-O" G: 4 INSULATION kNEATHER5TRIP w/WD.FR.I(OR PROVIDE R-4cl BAFFLE OR ACCORDANCE WITH ASTM E q0. C� RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 I �' THERMAL ENVELOPE OF BUILPIN6).MIT HHEN AT710 ACCESS DOES OT PENETRATE FROPOSEI� F I RST FLOOR OOR FLAN J� �I �� 5. INSTALL AS PER MANU. 5PEC.'s b.GONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2,502 J.F. HAE3ITAE3LE SPACE; 5,04cl S.F. GROSS AREA SCALE: 114" = P-a' -�6 `i ;•; 'Ry,d�;j SEE FACE A-- 104 FOB N I NDON E)OOR SCHEDULE OENERAL S)'�f 50L BEY : _ EXISTING TO BE DEMOLISHED ��'.7/// `i l V400P FRAME (L.O. 5TL. a EX15TINO TO REMAIN NHEN APPLICABLE) Q NEW WOOD FRAME (L.O. NEW FOUNDATION WALL W 5TL. WHEN APPLICABLE) W J NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUGTURAL Q" M N WOOD FRAME (L.O. 5TL. P05T FOR 4 WALLS ' Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALL5), U.O.N. O DCD WOOD FRAME (L.O. STL. 'C 0� C j O WHEN APPL I GABLE) 0 Lo Z 4 r- O L) CV FLOOR PLAN NOTES O m .�• Lo 4Lo DOOR NOTE: A/C CONDENSERS: Q T � � 0 O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II 1. PROVIDE (1) NEW 4-TON A/C CONDENSER $Y "RHEEM" ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN CALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING /0 WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WE161-IT OF W 5. INSTALL AS PER MANU 5PEG.'5 CONDENSER. t 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GA5 1. SEE PACE 0-005 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 3' FROM WINDOW5/DOORS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: 2 I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" RI 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL ( ' Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" 4 "ZONE v 2. 6REATE5T RI5ER HEIGHT IN A FLIGHT OF STAIRS SHALL 211;UNIT LOCATED IN BASEMENT i m NOT EXCEED THE SMALLEST BY MORE: THAN 1". 5.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN cV 4 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6-5% ATTIC 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL ■ 4.2. BELOW HANDRAIL, RAIL ON ONE: SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. NATURAL LIGHT VENTILATION 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21" MIN. NATURAL LIGHT 4 VENTILATION 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LESS THAN 13 NEW 4"x3" ALUM DOWNSPOUT (TYP.) WHITE 2"1'-'1° (HABITABLE SPACE) ' ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR . (HABITABLE SPACE) V OR MORE RISERS,AND WHERE 5HOWN ON PLANS. 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED FLOOR AREA 223 S.F. m �• W NEW LAUNDRY CLOSET/ROOM: FLOOR AREA 550 S.F. ALKING SURFACES LOCATED MORE THAN 30" ABOVE O FINISHED FLOOR OR GRADE, 4 WHERE'_ SHOWN ON PLANS. 14 I. NEW WASH /DRY HOOK UP rn ❑ El m S.F. REQ. S.F. PROV. 1. 42" H16H GUARDRAIL 4 SPINDLE 5PAGIN6 NOT TO 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s S.F. MEG. S.F. PROV. - O (All ALLOW PASSAGE OF A 4" 4' SPHERE;561, HIGH w/SIZE OF EQUIP. NATURAL LIGHT 4 VENTILATION , LIOHTIN6;MIN. 5% 17.8 S.F. 242 S.F. /'�♦ 3.PROVIDE HOOK UPS AS REQ'5 PER MANU. LI6HTIN6;MIN. 5% OF FLOOR AREA V J HANDRAIL 4 SPINDLE 5PAGIN6 NOT T'O ALLOW (HABITABLE 5PAGE) ( 28.0 S.F. 66.4 S.F. OF FLOOR AREA PA5SAOE OF A 4" 0 SPHERE. - - - - - - - - - - - - - - - - q_Ip VENTILATION;MIN. b. CRIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: VENTILATION;MIN. 4% OF FLOOR AREA b.q 5.F. 25.0 S.F. q. RAILING 4 TREADS TO BE WOOD 1. DUCT SHALL TERMINATE TO EXTERIOR FLOOR AREA I'15 S.F. I 4% OF FLOOR AREA 14.0 S.F. 25.0 S.F. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY OFFNINC75 S.F. REG. S.F. PROV. B B ® WOOD TREADS, R15ER5 4 TOPRAIL; METAL 5.DUCT SIZE AS PER MANU. uo w/4.DUCT SHALL BE EQUIPPED A BAGKDRAFT DAMPER L16HTIN5;MIN. b% _ ! SPINDLES OF FLOOR AREA 14.0 S.F. 41.0 S.F. cV 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN O -^ CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ui CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM VENTILATION;MIN. 'T.0 S.F. 36.1 S.F. III III 2B WOOD TREADS, RISERS 4 TOPRAIL 4 SPINDLES SHALL BE LIMITED TO 51NGLE LENGTH5, NOT TO 4% OF FLOOR AREA III III EXCEED b FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2155A. O I F UNFIN✓ _ SMOKE DETECTOR / GO DETECTOR NOTES: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID - - - z NI HAB• �u O I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS - - - - > PS ACE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST GLr `9 HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 121_211 `f L 43.6 S.F. r 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES 10 3 'j SHALL NOT BE REQUIRED WHERE EXISTING ALARMS SCREWS 4'-by2" 4'-by2" ARE NOT INTERCONNECTED, AS PER NY5 R314.4. �• MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER CLrL LOCATION TO THE WALL OR ROOF TERMINATION. THE 3. PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 H H B B H PER GENERAL ELECTRICAL NOTES ON PAGE 67-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES n °t. " 15•,,,;,•._ HORIZONTAL SEPARATION FROM 5UPP1_Y/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. VAC. 4 OPFNIN65 TO BATHROOMS w/5HOWE:R OR TUB. _ 14'-2" I 22'-O" 4" ® "1-O I \'p ,_ T 5. INSTALL ALL AS PER MANU. SPEC.'s S 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR cV `{ iu §. THERM05TA7: �n IN COMPLIANCE WITH LOCAL CODE d - 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: lL ( U BATHROOM 4 WINDOW NOTE: - ZONE I: FIRST FLOOR V to u in O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR A CASEMENT, DOUBLE-HUNG,OR GLIDING (AS NOTED). 2. H.O. TO SELECT MODEL; INSTALL AS PER 206 T BEDROOM 4 INSTALL AS PER MANU. SPEC.'S. MANUF. SPECS 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - SEE DESIGNATIONS 4 WINDOW SCHEDULE. iV BEDROOM 5 b s' 1_ = 1"15.3 S.F. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN 'GLA55 WINDOWS O NEW 6A5 FIREPLACE INSERT. CONNECT AS PER - CVA� 1 AND DOORS" ON PAGE 0-002. 16 MANUFACTURER'S SPECIFICATIONS AND NY5 STATE FAMILY ROOM TR -1 20-1 4.ALL CASEMENT 5. ALL DOUBLE HUN611WODOWS TO BE P45 TO HAVE TFZAIILT HT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY a 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: <I t 206 ib'-10" 6.1. FOR ALL 5KYLIOHTS 4 OPERABLE PANELS OF SWINGING, 5LIDIN6, 4 BIFOLD DOORS ELECTRICAL METER: ;:. 6.2. WITHIN 16" OF F.F. IT INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, 4 "ALK 6.5. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS - - 3 -' IC9-5 ( Z 6.4. WITHIN STAIRWAYS 4 WITHIN 36 OF A LANDING -6.5. WITHIN TUB/SHOWER ENGLO5URE 5 ry �q I 2'-5"� COST 6.6. SEE ALSO GENERAL NOTES ON PACE 6-002 - O 32 - -1. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND IRRIGATION. LANDSCAPING AND FERTILIZERFT . - . - .S.F.� < J I ! U WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER 0OVENANT5 4 RE5TRICTION5 (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: 0 - 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 202 201 NY5 R312.2 FOR OPERABLE WINDOWS INITH SILL HEICI+TS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT PROVIDE ' LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" OVER-WATERIN6 2"X6" 6'_p" 3 ' LAUNDRY WALL FOR 7 ��,, W-O" NEW DN I ROOM ABOVE 6RADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR ATHROOM 5. 5 TR (I6) RI BUILDING EXTERIOR. PESTICIDES IS PROHIBITED PLUMBING * 5 123.7 5.F. b,-5„ 1Lii 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE 55.q 5.F. 1 EGRESS NOTE: REQUIRED IN LAND50APINO 203 O I p IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.THE USE OF FERTILIZER PRODUCTS CONTAINING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF B I - E6RE55 SHALL BE FOLLOWED: NITROGEN, PHOSPHORUS OR POTASSIUM IS PROHIBITED 2 PROJECT: BETWEEN NOVEMBER I AND APRIL I _ y WALK-IN - 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE �: _ � 1 14 I I �Y' NET CLEAR OPENINO........... 5."i S.F. NITROGEN IS NO MORE THAN 20% OF THE TOTAL 0 CLOSET- A-401 NET CLEAR HEIGHT............... 24" MINIMUM - 25. .F. ��� NET CLEAR WIDTH................. 20" MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS = VENT tt � 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE 7 RELAVENUE FEET IN ANY ONE APPLICATION, WITH A CUMULATIV tV PROVIDE 2'X6' TYPICAL BATHROOM NOTE: 5-4'- 5-O WALL FOR ! LOT O I. WALL BOARD APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 .; SQUARE FEET PER YEAR IS PERMITTED OPEN TO BELOW PLUMBING DRYER TO VENT I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN THROUGH ROOF '1. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS 10'-3" ALL BATHROOMS 10'-b" 210 I ® I 1.2. INSTALL CONCRETE BOARD IN ALL 5HOWERS AND IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A TUB SURROUNDS SOIL TEST 5HOW5 THAT THE LAWN DOES NOT HAVE ENOUGH PHOSPHORUS 2. SHOWER FLOORS 5.ANY FERTILIZER THAT I5 SPILLED ON IMPERVIOUS G G I 1305 LAUREL AVENUE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP I 2.2. CONCRETE MUD-SET(SLOPE I/b" PER FOOT SOUTI-lOLD N.Y 11971 TOWARDS DRAIN) UPON m : ' ` in l0'-3" UNFINISHEDNNGONDITIQNED 2.3. WATER PROOF MEMBRANE TO COVER SHOWER cv _ cV SPACE UNFINISHEDNNGONDITIONED _ _ DRAWING TITLE: FLOOR, WRAP DRAIN 4 ATLEAST' Ib" UP WALLS r 5PAGE a�� � � �_ I '180.4 S.F. I I I6"1 S.F. NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: - - `fl O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING O- I I I PROPOSED SECOND CIRCULATION THROU6H WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH EFFICACY LAMPS, C FLOOR PLAN OUTDOOR SPACES AS PER NYS MECH. CODE SECTION AS PER 2020 NYS EGG R404.1 _ 405.5.2.5; INSTALL AS PER MANU. SPECS :)<;a : ;_:':;':.' _:. ,;. :77 D NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: �/ F O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SEE AL50 PLUMBING GENERAL NOTES oN PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 14--0" R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG , NEW FLOOR: R403.4 4 R403.5: 24-2 O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 0 4 D m I I I PAGE: SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING INTERIOR. FLUIDS >105°F OR <55°F (R403.4) I j 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER °° : 3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT I I ` A103m00 NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE G D G D D G O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON MANIFOLD 3. NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON1.6. PIPING LOCATED UNDER A FLOOR SLAB " 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); b. SUPPLY 4RIED 1PRETURN PIPING IN RECIRCULATION SYSTEMS INO 23 I Ip DATE: 01/19/24 7 OF 19 SCREW PERIMETER OF 5HEATHIN6 b" O.G. 4 12" O.G. 6 OTHER THAN DEMAND RECIRCULATION SYSTEMS. INTERIOR. nl i d B $ to NEW ATTIC. AGGE55 - PULL DOWN STAIR: 5OUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: 1. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO (L 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLASS (STG) FOR 23'-10" F - "^•_++� 3.DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-4q ACCORDANCE WITH ASTM E q0. O ��✓ INSULATION ABOVE w/WD. FR. (OR EQJ BAFFLE OR ! �'; r.„ .c-.v WA RETAINER TO PREVENT INSULATION FROM ENTERING d DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE THERMAL Y 5. INSTALL A9 PER MAN SPEC.s N6). & * 1 PROi�0517 SG01�17 FLOOR i�Ll� 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. °YJ')` 1,658 S.F. HAEITAE3LE SFAGE; I,C 58 S.F. GROSS AREA SCALE: I/4" = I'-O" SEE FAOE A- 1 O4 FOR A I NE;IO �! DOOR S�HE�UL \ \ \'o kX DOOR ill\ \"`,,,\ \,\ TAG DESCRIPTION MANUFACTURER `"` \` FIRE NOTES Q ' !i \, _\`:\ RATING \`\ WIDTH HEIGHT \MM `11 45 MIN. RATED Q \ \ 5ELF-01-051NG \\. \. W \ .\\•ems."\\\`. \\.ROOM \\ \ \\\o.\ \ \ \. \\\ \. .\\\• \ \ \\ :\ \ co RINA .� \ \�Pl F �'10R.•�\ .\ sm ,•:,,,,':' ": FRONT DOOR WITH \\' \ \� SIDE LIGHTS ANDLo 101 E XTERIOR DOOR THERMATRU 8'-I" 8'-O" ;: .\ \\\ :\ i ♦ € O \\\ TRANSOMS r \\ \�\�\�� \:_ ABOVE \, 477 \N 102 INTERIOR DOOiZ I JELD-WEN (2) I -6 8-O ►„ O J \off\; :,' \`• ._" „ \ 103 INTERIOR DOOi� JELD-WEN 2-6 8-O U N \ ,: �\ \. 104 INTERIOR DOOR JELD-WEN 2'-4" 8'-O" +r`'= \ ,'"'`\ \\\ O ,,\<.aoLo \moo.�a C N (� JELD-WEN 2'-4" g-O° \ �\\ 105 INTERIOR DOO1� • .,I!m\ O O ,,•••,,,••,.,. Q Q. 0 10(9 -IF SLIDER D001�� ANDERSEN F12'-O" \ \ 107 BARN DOOR JELD-WEN 01 2-bit8-O \\ +r\ } \ \ \ \ a \\\\\\\ 3 ; \\.1 I I 108 EXTERIOR DOOR THERMATRU 3-O \\ \\, IOa INTERIOR D001? JELD-WEN 2'-4" 8'-O" i►: , II \\ 110 INTERIOR DOOI? JELD-WEN 2'-b" 8'-O" °: r►0: \ \„ ta III INTERIOR DOOM JELD-WEN 2'-6" 8'- Sk O" �► \` °\°\" 112 INTERIOR DOOI I JELD-WEN 2'-6" \ +r \�° li \ co\\ :: W \ \ \\\ \`\\\\ \\\\\\\ '\ ..�� 115 SLIDER DOOR ANDERSEN 8'-O" 8'-O" a \ "�\ � '\,� >_ O\ \, \ ': F114 GARAGE THERMATRU q'-O" 9'-O" \\ e 115 GARAGE THERMATRU q'-O" q'-O" \' °'a`. \ \, \ \ \ o ..\.,\,,, ,Sm 201 INTERIOR DOOR I JELD-WEN 21 -6 8-O �►" \_ 202 INTERIOR D001? I JELD-WEN „\ . :, \, ' 203 INTERIOR DOOf? JELD-WEN 2'-4" 8'-O" �► `;. .. _ •,:204 SLIDER DOOR ANDERSEN 10'-O" 8'-O" ;\\ \ ,n \` \ „\\ 205 INTERIOR DOOf� JELD-WEN 2'-6jf '(J-0 \ 206 INTERIOR D001? JELD-WEN 21-611 \\\ 201 INTERIOR DOOI? JELD-WEN 2'-6" 8'-O" \\\ \ ; 208 INTERIOR DOOf? I JELD-WEN 2-4 8-O �► „ � ���� \ 20q POCKET DOOPZ JELD-WEN 4'-O" 8'-O" ". \\\\\ \\\ \\ a\: 210 HATCH DOOR 2'-O" 4'-O \ \\ �I \\\\ \\\ \, „ \ \ \\ \\\ �\\\ \ O g @,:.. \ \• •• \\ \,,.. NT ..\ .\ ... \\\....< , ., , , \.. \\ \\\.. aim\ 001 INTERIOR DOOIp THERMATRU 3'-O" 8'-O" �11\`\\ ` L :71 ---JJJ \: 0 c\' 002 INTERIOR DOOR THERMATRU -oil INTERIOR \\ ;, 005 EXTERIOR DOOR THERMATRU \' \,mm •\\;' ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "6-005" FOR NAILING # 5TRAPPINr> DETAILS. �* SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDON5 TO BE PROVIDED BY WINDOW MANUFACTURER N f- \ \ W ., ... '..Im ...,, \ Rm EGRESS 0 \' \ DOW DIMENSION CLEAR LIGHT VENT WIN ON U TAG TYPE MODEL # \:\\ \\\' w \ \ \\\\\ OPENING PROV. PROV. WIDTH REOV: 20" TEMP. PER PER HEIGHT REOV:24" UNIT UNIT \' 6�11I "Pt ``:\ �13FfT: WIDTH HEIGHT >` \ \;.:'' OPEN REGV: 5.1 S.F. A 5 TRANSOM AR31 \\ \\\\\ ",, \ ui O O '\ :. :`: 2'-I I I'-511 1.4 2.7 Q �11 \\ B(15) CASEMENT OXW15 '.. " 2'-I I 4'-I I 11.5 12.1 11.5 RIF h PROJECT: l \ '" 2'-II 5'-II 14.0 N 14."i 14.0 G(I b) CASEMENT GXWIb \\\µ' n k \\\ a \ '> MON D(6) CASEMENT � GXWI3 '\���',> �\ , j INN0;, � 2'-I I �" 2'-I I �" 6S 6.8 6.5 LAURELAVENUE LOT 7 E(3) CASEMENT CXWI4 \\ 2-I I 4-O 1.0 a.5 Q.O ti\\ \\\1 .\ F 2 CASEMENT OXHI55 1 :. •.': »5'; \`, „ , ,.AR G I CASIF I EMENT GXWI45 \\\ \\\\ �g Ig 10.5 10.0 \.\ yFlullsomw\mmus"\\\\\ " fb r6 H 3 CASEMENT GXWI55 5'-0 \\ \\\\\\\ "\ 1305 LAUREL AVENUE O 2'-II " 5'-4 " 12.6 13.1 I2.6 SOUTHOLD, N.Y. 11971 IN PICTURE P405041-011 ., :, J(2) PICTURE P6050 \ " \':: \\` °\\\�'> .\ 5'-I I �" 2'-I I " 14.6 11.�i \\ DRAWING TITLE: K(U CASEMENT GWI4 \ '4, ". Y .�' .` 2'-4 4'-O" 6.8 7.2IF 6.8 WINDOW & DOOR CHARTS PAGE: A-JAL 0 4 e 0 DATE: 01/19/24 8 OF 19 I�A ���a Jr CL Q \ Q W M CV \ c rn iE � c� >: o o c � z 4 j \ X �C N O U � O O m CD Q 2 O ILI IN- O O O o Q � OB OB ( M v F.F.- --- - \ A A LLLL aD a — Y o B o =o / B � o ILL F.F. F.F. F.F. D5 2 2B 7 8 2 A-401 EAST ELEVATION (FRONT) SCALE: 114" = I'-O" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SEGTIO14 FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR R MATERIAL SELEGTON BEFORE INSTALLATION IA ASPHALT COMPOSITION SHIN16LE5 z TYPICAL SIDING: w O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS _- _ 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION U BEFORE INSTALLATION - ® WHITE CEDAR SHAKE 2B STUCCO; PAINTED BLACK 0 O3 NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO PROJECT: NEW DRYER VENT: LAVENUE O4 SEE NOTE ® PLAN - _ _ NEW BATHROOM EXHAUST FAN VENT: L�� 5A VENT THROUGH WALL AS SHOWN. - SEE ALSO NOTE ® PLAN. IA NEW BATHROOM EXHAUST FAN VENT: 1305 LAUREL AVENUE 5B LOCATE VENT WITHIN ROOF SOFFIT. SEE ALSO NOTE ® PLAN. - NEW A/G CONDEN5ER ON GONG. PAD OR OTHER SOUTHOLD, N.Y. 11971 O APPROVED GROUND SURFACE (SEE FLOOR = -- - PLAN NOTES) — — — — — — — — — — — — — — — DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE w/VENTING PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NY5 MG 504. SEE AL50 NOTE ® FLOOR PLANS. NEW MECHANICAL UNIT FRESH AIR INTAKE: 55 55 O INSTALL AS PER MANU. SPEC.'S ❑ ❑ ❑ ❑ El El F�] 4❑ \ O NEW 4" SEAMLESS GUTTERS 4 DOWNSPOUTS; � PAGE: ALUMINUM, WHITE uLL� ■ F-11 D D � 7F] F[:-:]]� I � ALL EXTERIOR LIGHTING 5HAL.L COMPLY WITH Q TOWN GODS REQUIREMENTS PURSUANT TO FEII IE [E-: O �/ SOUTHOLD TOWN CODE CHAPTER 1�2 LIGHTING, F11 0 p "'o OUTDOOR. CURRENTLY OR AS MAY B AMENDED ❑ ■ ❑ ■ F ❑ ❑ ❑ N❑ ED ❑ � ❑ ❑ ❑ LL DATE: 01/19/24 9 OF 19 21jui Ll D a O El El a 0 I I 2 s NORTH ELEVATION (R I O HT SIDE) SCALE: 114" = P-O" Q w I IA w J � co N 0) N O C � z r 4 O >, X 1 j _ I O U O O m L O O +O �4- Q 2E o 5 / \ / \ a \ / i — - FIB ■.� CL U .� \ ILIJ / LL \ ' T .F — ELI A-402 NEST ELEVATION (REAR) SCALE: 1/4" = I'-O" ELEVATION NOTE=5 I IA OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL 5ELECTI01\ BEFORE INSTALLATION IA A5PHALT COMPOSITION 5HINGLE-5 z TYPICAL SIDING: 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS p 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTON _ BEFORE INSTALLATION — I IA w ® WHITE CEDAR SHAKE 2B 5TUG00; PAINTED BLACK O NEW CLOSED BLUESTONE P. GOl'dG. STAIR R PATIO PROJECT: O SEE NOTE ® PLAN VENT: — -- — - LAUREL AVENUE NEW BATHROOM EXHAUST FAN \/ENT: Q _ LOT 7 5A VENT THROUGH WALL AS SHOWN. — SEE AL50 NOTE ® PLAN. O O — NEW BATHROOM EXHAUST FAN \/ENT: 5B LOCATE VENT WITHIN ROOF SOFFIT. 1305 LAUREL AVENUE SEE ALSO NOTE ® PLAN. NEW A/G GONDEN5ER ON GONG. PAD OR OTHER b SO UTH O LD, N.Y. 11971 APPROVED GROUND SURFACE (SEE FLOOR _ PLAN NOTES) DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. LLM PROPOSED EXTERIOR ELEVATIONS SPEC.'S IN FULL CONFORMANCE w/VE_NTING CLEARANCES REQUIRED PER NYS MC. 804. SEE ALSO NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEC.'S ONEW 4" SEAMLESS GUTTERS 8 DOWNSPOUTS; 0 PAGE: ALUMINUM, WHITE cv O L == d I ALL EXTERIOR LIGHTING SHALL COMPLY WITH TOWN CODE REQUIREMENT5 PURSUANT TO 5OUTHOLD TOWN CODE CHAPTER 172 LIGHTING, IT w o OUTDOOR, CURRENTLY OR A5 MAY BE AMENDED O O DATE: 01/19/24 10 OF 19 3 I b 3 2 SOUTH ELEVAT 10N (LEFT SIDE) SCALE: 1/4" = 1'-0" BUILDING 5EGTION NOTE5 ONEW ROOFING NOTE (TYPJ: I. INSTALL NEW ASPHALT SHINGLES. 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) W 5. GAP SHINGLE OVER RIDGE 4 HIPS (A5 REO'D) J M (b.PROVIDE RIDGE VENT (AS R:EO'D) CY) N 7. FLASH ALL VALLEYS Q = LC) 6.INSTALL DRIP EDGE AS REO'D PROPOSED RIDGE HEIGHT i = 0') cf. INSTALL ALL AS PER MANU. 5PEG.'s ELEV. +52Y O r O O TYPICAL ROOF $ CEILING CONSTRUCTION: N O NEW ROOFING AS NOTED O C Lo � O I/2" GDX PLYWD SHEATHING W (BLOCKING ® ALL PLYD 1 � � z � SEAMS) •� � R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS OVER b' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N.) 0 O co PROVIDE R-25 SPRAY FOAM INSULATION W/R-2I BATT INSULATION co PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES � N O Q � a � O NEW EXTERIOR NALL CONSTRUCTION (TYP.): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL FLYWD 5EAM5) UPON 2"xb" STUDS ® Ib" O.G. W DBL. TOP PLATE PROVIDE R-I4 SPRAY FOAM INSULATION (R=-T/INCH) N R-11 BATT INSULATION 5/8" THK. 6YP5UM BD. WALL. FINISH b" NEW SIDING NOTE (TYPJ: O I. INSTALL NEW SIDING PER H.O SELECTION 1 2. TYVEK HOUSE WRAP (OR EQUAL) m 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER "-� INSTALLATION a a v 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CON5TRUC:TION: -� O I. FINISH FLOORING TO SELECT � ■ 2. 5/4" T$6 GDX PLYWD. 5U5FLOOR GLUED b 50REWED o o 5. F.J. AS NOTED ON PLANS - ,AT SPANS OVER &' INSTALL - �0 'X' BRACE ® MID5PAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 4 FOUNDATION, AND BETWEEN 6ARAGE 4 2ND FLOOR) 5. 2" THK. SPRAY FOAM AT BL.D6. PERIMETER RIM JOISTS PROPOSED RIDGE HEIGHT------ • O O PROPOSED FIRST FIN. FL. ELEV. +OS' --- ---� BASELINE (AVERAGE GRADE) `�-- ELEV. +0.0' 2 A-401 ir 2 m I II II II II II II II II II II II II �. II II II II II II II II II II II 2'-�"�' - II II II II II II II II II II II II II II II II II II II II II II II II � � � Z W SECT 10N I -I/A-5O 1 0 U SCALE: 1/4" d) _ w HB 2-0T PROJECT: o T ° LAUREL AVENUE o LOT 7 o - I 2 T " - 1305 LAUREL AVENUE SOUTH OLD, N.Y. 11971 DRAWING TITLE: BUILDING SECTIONS C �- - - - I PAGE: 5 a Q DATE: 01/19/24 11 OF 19 Ile i SECTION 2-2/,%-50I 50ALE: 1/4" = 1'-0" BUILDING SECTION NOTE5 s - ONEW ROOFING NOTE (TYPJ_ I. INSTALL NEW ASPHALT 5HINOLE5. CL 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS w OVER W 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) W 5. GAP SHINGLE OVER RIDGE d HIPS (AS REOV) J m b.PROVIDE RIDGE VENT (AS REQ'D) Q M N 1. FLASH ALL VALLEYS += Lr) 5.INSTALL DRIP EDGE AS RE:Q'D j cy) 9. INSTALL ALL AS PER MANU. SPEC.'s O O2 O TYPICAL ROOF $ CILING CONSTRUCTION:E NEW ROOFING AS NOTED O C M z 4 1/2" GDX PLYWD 5HEATHIN15 (BLOGKINO ® ALL PLYD W SEAMS) O R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER U N 5' INSTALL "X" BRIDGING as CENTER OF SPAN, U.O.N.) O O co -� PROVIDE R-28 SPRAY FOAM INSULATION W/ R-21 BATTLo INSULATION c NO PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES NEW EXTERIOR WALL CON5TRUGTION (TYP): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=-I/INCH) W/ R-11 BATT INSULATION 5/5" THK. OYP5UM BD. WALL FINISH NEW 51DINO NOTE (TYP): O4 I. INSTALL NEW SIDING PER H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ■e INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: M O I. FINISH FLOORING TO SELE,�T ..,,�„� W 2. 5/4" T85 GDX PLYWD. 5UBFLOOR GLUED 4 5CREWED 5. F.J. AS NOTED ON PLANS -- AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BAIT INSULATION (BETWEEN FIRST FLOOR d FOUNDATION, AND BETWEEN OARAOE d 2ND FLOOR) 5. 2" THK. SPRAY FOAM AT BLDO. PERIMETER RIM JOISTS �r�0 2 �- 2 LJ� Lil 0" n i i � I i � 2 m 0 p o i- 3 in ia N Z 0 O uo 009 U dQ 6i -LLU III I Q 9 5 PROJECT: 2 LAU R EL AVEN U E 0 LOT 7 1305 LAUREL AVENUE SOUTHOLD, N.Y. 11971 DRAWING TITLE: BUILDING SECTIONS SECTION I -I/A-302 SCALE: 114" = P—O" PAGE: A-302000 , DATE: 01/19/24 12 OF 19 PROVIDE STRAPPING d NAILING AS PER CONNECTIONS 'D' 4 'E' IN "TYPICAL NAILING/STRAPPING a REQUIREMENTS FOR UPLIFT, Q SHEAR, k LATERAL RESISTANCE" PROVIDE 5" (MIN) GONG. COVER ON PAGE 57-005 ® EA. J015T/ OF ALL REBAR WITHIN P. GONG. STUD (AS APPLICABLE) FOUND. WALLS t P. GONG. FT57'5. w PROVIDE INSULATION W HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES NEW 2"x4" (BELOW STUD) d J (t$ SPEVFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEO.'s; PER ENERGY TABLE 2"xb" (BELOW F.JJ P.T. SILL PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON Q � LO STAIRWAY;SEE HANDRAIL &RIP SIZES ADJACENT COPPER TERMITE SHIELD PITCHED METAL JOIST HANGER BY FLOOR SYSTEM AS NEW 5/8"O HOOKED ANCHOR O r- . '5IMPSON' OR EQUAL NOTED ON PLAN _ \ I RSTFINISHED FLOOR BOLTS;S 3 SQUARE WASHER a ENDNUT;SPACING AS INDICATED � � (V }' p — ON 6-005 FOR STUD WALL 4 ® p c L0 , -- \ 48" O.G. FOR F.J. PLATE Q •7 T_ 4 _ . l o 0 N >_ 6RA DE ° p m 4 V2" MIN. SPACE BETWEEN \ - 00 Q LO WALL AND HANDRAIL \ z 3'/ J r. Q pr O I 11 5% PINE RISER \ r 5/4" STANDARDS FOR GRIPPAE3LE HAND RAIL II " /a PINE TREAD . � :�' JJ SCALE: NTS �t X O CR055 SECTION qo loll z HANDRAIL `'•ji' ' � I" ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR II w/Ya" RADIUS w all r (NOT INCLUDED IN #6 HOOKED VERT. t ` TREAD DIMENSION) ,� �� REBAR ® 28" O.G. 4 -6Y4 Iy2 �4 -2 PERI- 2y4�� ■ MIN. METER MAX. 1. u Or, ASPHALTIC DAMP j�°• O PROOFING TO EXTERIOR I . �' "�" W N II. I m (5) 2"x12" STRINGERS ® w/R-21 P. GONG. FOUND. WALL �'w INSULATION, IF UNDERSIDE 15 FACING d (MIN. 4,000 PSI) . If,, ' V, 5TORA5E/NON-HABITAL SPACE / a• A' CL #4 HOR. CONT. REBAR o JI STORAGE UNDER yz' GYP. BD. %' II TOP,MIDDLE THIRDS, b Ia ' BOTTOM OF WALL (4 TOTAL) tI• •a 2: (WHEN APPL I GALBE) P. GONG. CONT. FT&. (MIN. 4,000 PSI) I /� 4" P. GONG. SLAB I 6"xb"-lOxlO W.W.M. BETWEEN CENTER k UPPER § OF SLAB .•II •; SECURED IN PLACE DURING POUR ' Ij TREATED 2"xI2" SILL FOR CONTACT °. � •:;I :. w/ GONG. (IF APPLICABLE) .•• : . • . BASEMENT II 6 MIL POLY a M015TURIE RETARDERI O i IV 4° GRAVEL BASE ..- •••. ' � : . (5) #5 HOR. C ONT. R I BAR-7 -0 5" PROV. GLEAN COMPACT FILL A-4 1 0o INTERIOR WOOD STAIR DETAIL 2 FOUNDATION WALL DETAIL 0 ' 5GALE: 5/4" = I'—O" A-401.00 SCALE: 5/4" = I'—O" 2'-O" LAP 01 (TYPJ z I I it W I � ---------�--- -- II o ------- ---- TYP. ROOFING (SEE ------- --�--�I SECTION NOTES) / I I I II NOTE: w TYP. ROOF CONSTRUCTION // #5 REBAR (TYP) (L I j I 1. IF FINISH MASONRY USED (SUCH AS Q (SEE SECTION NOTES) � <Q I I I I I BLUESTONE) - MA50N TO ADJUST 0 / #5 BENT I I I I H&HT OF LANDING A5 RE TO '51MP50N' H2.5A I I ACCOUNT FOR FINISH MASONRY RAFTER TIE\ / / REBAR(TYPJ II I I PROJECT: N i i i i 2. ALL HORZ.SURFACES SHALL BE PITCHED / ® 1:45 AWRY FROM BUILDING 5. FOR SLABS ABUTTING FRNMIN6, INSTALL LAURELAVENUE COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLA5HIN6 IN ASPHALTIC MASTIC LOT 7 G.J. AS PER PLAN f I I 4" P.GONG. SLAB w/bxb 10/10 WWM I UPON COMPACTED STAIR DRAINAGE CALCULATIONS: FILL STAIR WIDTH = 4'-0" tr F'J FA501A BOARD PROPOSED NEW AREA= 60 S.F. E'�'DE 1305 LAUREL AVENUE 60 5CL. Ft. X 0.1'7= 6.5 REBAR BENT TO .�. •° _- _a- BEAM AS PER PLAN CORNER CONNECTION 8.5/3.1= 2.7 VERT. FT. OF 2' DIA RING REG. SLAB AS SHOWN - ;=__-< __ — PRE-FAB. RAILING w/ REQUIREMENT5 SOUTHOLD, N.Y. 11971 PROVIDE (1) 2' DIA. X 5'-0' DEEP STORM a �\ \ \ Z AS PER PLAN. RAIL SHALL HAVE "SIMPSON" PG64 WATER LEACHING SYSTEM a• /:•i/.' // //\//\// CAPACITY TO RESIST 200 LBS OF 9 ,.a ,, •.• \\/\\/\\/\\ _ LATERAL LOAD. MATERIALS SHALL NEW SIMPSON LU526 /, //\// /\// BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: (FOR 5 PLY BM) ! y.. ,• _b: DIPPED &ALV.,EPDXY PAINTED STL., "SIMPSON" BG52-2/4 GALVANIZED JOIST � •°/i ° s� (FOR 2 PLY BM) #5 REBAR (TYPJ 2'-O" LAP c ,S / / / /\ / / EPDXY PAINTED WROUGF+T IRON. =t HANGER / /j ti / /j �j �j /j � DESIGN DETAILS (I) #4 REBAR ® EA. /..'. \ \' \ \ \ \ \ BEND REBAR (TYPJ ', STEP;3 GVR ® ENDS %y ; • \ \ \ \ \ \ \ ATTACHMENT AS P ' /\/\/\/\/\/\/\/ TO SLAB // // PER RAIL MANU. \\ \/ \/ NOTE: \/ ALL P. GONG. SHALL 4"P.GONG.SLAB w/ 6"W-10/10 W.W.M.UPON ------------- LANDING MIN. ° �/� /\ �GOMPAGTED /\\/\\/\\/ Z BE 4,000 P51 (MIN) �.�a COMPACTED FILL _ — FILL //////////// I ----- tt •• // / / / /� /� // (I) #4 REBAR II.. .. \\ \\ PAGE: m Q •. . ^ : ;A/ :' \ \ ��\,.�\.\��\ \\ \\ \\ \\ \\ • o CONT. ® TOP if. . /\/\ -----__�_- I---}I-------- �X ° \ #4 REBAR / / I II 4" P. GONG.SLAB w/ 2"x4" r •iyi / IL i I j II 6"xb'-lo/l0 W.W.M. KEYWAY /\\/\\ \\o.G. (MIN. 3) \/\\/\\/\\/\\/\\/\/ \ \ A' 401m00 _----_ ——I I I UPON COMPACTED FILL \ \ \//\//\//\//\//\//\//\//\/ Q \\/\\/\\ P.T. POST AS ———— ——— L——I——————— /\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ m GRADE 1�r. //�//\/ COMPACTED I I I TO EXIST.MAIN LINE ° `/ PER PLAN I I I I I 4 DRAIN CONNECTED °✓/ / FILL II NOTE: b" THK. P. I I I Ii � �_T__-T --• \//\�/�\ % //\//\//\//\//\//\/ ALL P. GONG. \//\//\// g GONG. WALL \\ \\ \\ \\ SHALL BE \ \ 111 �i//\/ DATE: 01 19 24 #5 BENT ii. / //��PQ\/ / //�//�//�//�/ 4A00 P51 (MIND \//\//\// #5 BENT REBAR I��� V\\/\\ 13 OF 19 I I i I REBAR (TYPJ #4 REBAR CONT. ® 10" O.G. (NIN. 3) •,:J \\ \\ \\ \\ \\ \\ \\ \\ \\ \ \ ® 56" O.G. .11II:° `fl / :. :III( . : =u \/\ I I (I) #4 REBAR GONT. P : .t \\ /\/\/\/\/\/\/\/\/\/\/\/\/ (I) #4 REBAR "SIMPSON" 91 /\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ CONT. 0 BOTTOM #5 BENT REBAR ® 12 O.G. Il, \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// - II Il, • /\\/\\ POST BASE PER I I I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ry l„ \/\/ POST SIZE I I I I \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ ! 15" WIDE x 12" DEEP 5" THK. P. GONG. WALL // // // // // // // // P. GONG. FT6. (I) #4REBARGONT. \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ //\//\//\//\//\//\//\//\//\//\//\//\// (5) #5 HOR. 15" WIDEx12" 7EEP \ \ /\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ REBAR •' °; // // // C= STONE PATIO A5 PER PLAN P. GONG.FTC. \/ � 'T' CONNECTIONS:: (2) #5 HOR. REBAR GOVERED FORGH DETAIL a-; A-401.00 SCALE: 5/4" = I'—o" a EXTERIOR MASONRY STAIR DETAIL l EXTERIOR MASONRY DECK DETAIL ` 0P �� •��4 �- RF—BAR OVERLAP DETAIL A-40I.00 _ A-401.00 5GALE: 5/4" = 1'-O" SCALE: 3/4 - I O A-401.00 SCALE: 5/4" = 1'-0" PROVIDE BEAM SPLICE CENTERED ABOVE COL. 0- WHEN NOTED ON PLANS I Q (4) 3/8" H.D.G. LAO 0 BOLTS (PREDRILLED) W FLOOR SYSTEM AS 'J NOTED ON PLAN Q OI NEW 5TL. GAP PL. 'A', 'B', OR 'G' (PER BEAM GONF16) FLOOR WOOD BEAM � � � O J A5 NOTED ON PLAN O\ O WELDED TO COL.;SEE GAP O CO PL. DETAILS - _ —��I — — — — — — — NEW 5-1/2" O.D. SGH 40 'ti 0� O 5/8" THK. PL. NEW BASE PLATE 'A' HOT DIP OALV. STL. COL. O E_ � z 4 H.D. /8" THK. WELDED TO COL.;SEE (ASTM AI23) AS PER a. � I' /4 SASE PL. DETAILSBOLTINO STEEL (OR EQUAL)PLAN BY IDS c 0 Lc N OALV. PL. � O U �4NEN O O CO i PROVIDE GOLD JOINT GONG. SLAB N O �'-' � GAP PLATE AT GONG. SEAMS (TYP) Q O O FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER CJJ •.I j ' •. ;. :., VBASE 4 GRAVEL NEW (2) #5 HOR. REBAR UPON (2) #5 PROVIDE BEAMSPLICE ��CENTERED ABOVE COL. (4) 3/8" H.D.G. LAG NEW IS"xHOR. REBAR(4 TOTAL) WHEN NOTED ON PLANS DEEP P. GON 6�IfFA5tUED FILL BOLTS (PREDRILLED) FTC. (MIN. 4,00 PERMAGA5T COLUMN AS PER PLANS; INSTALL AS PER MANU. SPECIFICATIONS )14 5/8" THK. H.D. OALV. PL. 4 STEEL COLUMN FOOT I NO DETAIL -- 0 „ _ „ U G,4P PLATE B A-402. SCALE: 3/4 I -O POST BASE PER MANU. W SPECIFICATIONS FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE 0. 0 LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL FINISHED _ FLOOR r 4" GONG. SLAB FINISHED a a I CGRADE PROVIDE BEAM SPLICE o a //\//\/ CENTERED ABOVE COL.,--,' (4) 3/8" H.D.G. LAO •,e WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR SYSTEM AS NOTED ON PLAN GRADE //\//\/ BAGKFILL — — — — — — OMF`ACT=D O /� n OR CJ (PER BEAM L. 'A' ' ' FLOOR WOOD BEAM EVERY 6" — — — - — — — -� I I /2 WELDED TO COL.;SEE GAP A5 NOTED ON PLAN — — — — — — PL. DETAILS EXTEND FOUND. WALL 4 FTC. AT ( I 5 / 5CH 40 COL. COL. PER FOUND. PLAN;PROVIDE — — — — — — �j / O NEW BASE PLATE A HOT GOLD. 5 ADDITIONAL (2) #5 VERT. REBAR _ _ _ _ _ _ _ WELDED TO COL.;SEE (A5TM AI23) AS PER Z \ \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIM5 44" MAX. 51 LL O a \� HOD. REBAR IN 3/8" THK. , BOLTING uTwE4 P. EQUAL) ENLARGED FTC. HEIGHT AS \\ //\\ I�� 'I �4 5/8" THK. H.D. PROVIDE GOLD JOINT GONG. SLAB PER GODS / \/ OALV. PL. AT GONG. SEAMS (TYP) R310.2.1 GAP PLATE 'G' e I EXTERIOR MASONRY DECK ;. "' I ••l i' : ;,., OUND. WALL $ FTC. AS PER (y 8 I DETAIL X/A-XXX FOR CONNECTION OF STL. COL. TO (5) 1-514„ WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL ° BASEMENTm LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-3/4" WIDE •. yam- , „ 4 GRAVEL BASE n FLOOR LVL LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER _ • NEw (3) #5 HOR. REBAR UPON (3) #5 77"-7, e a ° NEW 24"x24"xl2" HOR. REBAR(6 TOTAL) DEEP P. GONG. PAD LA FTC. (MIN. 4,000 P51) COMPACTED FILL Z w EORESS V41 NDON KNELL DETAIL rf FERMACAST COLUMN DETAIL STEEL COLUMN GAF $ BASE PLATE DETAILS 0 0 U A-402.0 A-402.0 SCALE: 5" 1'-0"=- 02.0 SCALE: NTS SCALE: 3/4" i'-O" w a 0 STEEL COLUMN il EOOTINO DETAIL PROJECT: �� A-402.0 SCALE: 5/4" I'-O" 8 TH I GAG RE I NFORGED CONCRETE TRAFF O S AE3 LAUREL AVENUE LOT 7 ORASS SHOULDER AREA (T` F.) 24 DIAMETER CAST IRON OR DEFINED SURFAGE CO\1ER INLET ORATE 4 FRAME i 1305 LAUREL AVENUE FLOOR SYSTEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW STL. GAP PL. 'A', 'B', FLOOR WOOD BEAM DRAWING TITLE: OR G (PER BEAM GONFIC) WELDED TO COL.;SEE GAP AS NOTED ON PLAN I— NEW WHITE DUROLAST EPDM ROOF PL. DETAILS 4 DESIGN DETAILS NEW 5-1/2" O.D. SGH 40 _ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ MEMBRANE (OR EQUAL); INSTALLATION, NEW BASE PLATE A HOT DIP OALV. STL. COL. LAPPING OF SEAMS, AND 5EALIN6 OF WELDED TO COL.;SEE FOUND AI23) A5 PER I— Z -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ , . EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY BASE PL. DETAILS FOR FOUND. PLAN BY SIDS SPEC.'5. PITCH TO GUTTER. COPING REQUIRE OALV. DRIP STOP EDGE. BOLTING STEEL (OR EQUAL) ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ � II- NEW4" P. WJ PERIMETER OF ROOF INSULATION PROVIDE GOLD JOINT GONG. SLAB ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ WRAPPED IN VAPOR BARRIER AT GONG. SEAMS (TYP) PAGE: E I NEW J" THK.PLYWOOD ' I--) I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i ( I 1 1 I- ROOF DECKING AV NEW I" THK. RIGID INSULATION '� • ��� L� ° • ADHERED TO DEGKINC s CALV. " _ 0 moo DRIP-STOP •". 4" GRAVEL BASE ° O z I ( ( I I IL '�== �= DATE: 01/19/24 14 OF 19 .°`• COMPACTED FILL �y FREGAST GONG. NEw 5o"x5O"x18" I_ DEEP P. GONG. PAD ,�3° 3" NEW(4) #5 HOR. FTC. (MIN. 4,000 P51) HOR. REBAR (8 TOTAL) .f GROUND LE,4GH I NO RI NO. SEE REBAR UPON (4) #5 WATER CALCULATIONS ON SITE PLAN FOR REO'D NEW THK. GYP. BD. PROVIDE INSULATION BETWEEN CAVITIES EFFECTI\/E IDEFTH PER ENERGY TABLE (WHEN APPLICABLE) 2 I_O I. D I�cMETER AS 2 I_O 11 ����'�>•, •• •:' �>a ROOF RAFTERS AS NOTED ON PLAN IN. PER SITE PLAN Ll— IN. AN SAND o$ ORA\,IEL FILL N `' -� DR`I'NELJL DETAIL 8 FLAT ROOF DETAIL A-402.0 SCALE: 1/2" = 1'-0" A-402.0 SCALE: NTS C STEEL COLUMN I$ FOOT I NO DETAIL 402.OLf SCALE: 3/4" I'-O" 0ENERA - 5Ytvl50L <E%r : EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.6. NEW FOUNDATION WALL L 5TL. WHEN APPLICABLE) J co NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q c CV WOOD FRAME (L.G. STL. P05T FOR 4 WALLS Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED _C '� CO WOOD FRAME (L.G. 5TL. N �; O WHEN APPL I GABLE) �O C Lo z ' C O 0 CO m STRUGTUi�AL PLAN NOTES P05T & COLUMN DESIGNATIONS: .0 00 +�- Lo Lo POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED N 0 O AS FOLLOWS. NOTE THAT THESE DEVONATION5 DO NOT IMPLY 0 SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAM5. OSTACKED P05T/COLUMN: ® AI (I) 2"x4" PO5T BI (I) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH P057 OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): ®---� (2) 2"x4" PO5T B2 (2) 2"xb" POST 5 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" P05T g5 (5) 2"xb" P05T INTERIOR LOAD BEARING WALL: BB AS INDICATED BY HATCHING. B4 ALIGN 5TUD5 OF BEARING WALL5 TO LAND DIRECTLY A4 (4) 2 x4' POST (4) 2 xb POST _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. HOLDOWN (IST TO 2ND FLOOR): AS (5) 2"x4" POST B5 (5) 2"xb" POST I ■ U ■ HOEDOWN 'A' AS PER PAGE 6-005 I - - - - - - - - - - - •C - - W 4g HOLDOWN (FOUNDATION TO IST FLOOR): 5-I/2" O.D. SCH 40 5-1/2" O.D. 5CH 40 7B I Tg t 7B 7B I ..�� W O HOLDOWN 15 AS PER PAGE 0-005 pf� STL. COL. (ASTM O'� STL. COL (A5TM 5'-�2" 15' NEW REINFORCED P. GONG. SLAB AI25) BY 51MS AI25) BY 51M5 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON STEEL (OR EQ.) STEEL (OR EQ.) 2. b MIL POLY VAPOR BARRIER UPON I ': 5. 4" (MINI GRAVEL BASE • I " t PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: bB 24"x24'x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ■���^^ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I I I I V PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. 6D T "xl8" DEEP P. GONG. PAD FOOTIiV6 AS PER DETAIL 2• IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR - - - - - - - - - - - - - - STRUCTURAL PERMAGA5T COLUMN (8,000 L55)• ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER I " A• f rx STRUCTURAL SQUARE PERMACA5T COLUMN w/MIN. ENCOUNTERED.&,000 LB5 LOAD BEARING CAPACITY. BEAM PLACEMENT SHALL ENSURE CONCENTRIC; LOADING OF 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. 4 - - - - - - - - - - - - - - - - - - - - - - - - - 4B COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT iB PERMAGASS COLUMNCOLUMN N FOOTIINO (PAD FT6.) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 51& CODE. O UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I <• DETAIL 6/A-401. CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT 8G 10 NEED TO BE EPDXY COATED. ' 24"A2" DEEP P. GONG. CONTINUOUS FOOTING 8c I... ., I I ;. I 1- - - - - - - - - - - - - - - - - - - - - - - - - -� AS PER DETAILS &/A-401 k g/A-401 (Ti'PJ 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS •._ NEW 11 '7/8" 560 WI F.J. SHALL BE STA66ERED. ': _''' I ® 12" O.G. I .. .. ... ..' .:. • ',;.r' , . .. . r- .. •� .• , . ., . TOP OF FOUND. WALL MAY BE STEPPED DOWN AS :. • • _ _ g REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d 'i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 44 - - - - - - - -� - - - - - - - - - - - - - - - - - - DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, I I I F ,•' 12 COVERAGES, AND PLUMBNE55. TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: f 10 2'xb' P.T. SILL PLATE w/ COPPER TERMITE SHIELD B &. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT -J . I - - - - - - - - - - - NEW II "i/8" 560WI F.J. BILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. CONCRETE. 12 ® I6" O.G. ANCHOR BOLTS AS PER PAGE 6-005 P. GONG. FOUND. WALL AS PER DETAILS g/A-401 ® N BASEMENT, DETAIL 8/A-401 ® GRAWLSPAGE, d DETAIL GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE I • I I 5"x5"4' STEEL '1/A-401 ® 5LAB-ON-GRADE I I 50. COLUMN 6D P. GONG. FT6. AS PER DETAIL(B) NOTED SEPARATELY 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF SG 1O bB �- - ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE - '! B.O. FOOTING 5'-O" BELOW GRADE fr11N. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN ■ - °< ', I 12 APPLICABLE) 2. SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS. AIR ENTRAIN P. GONG. FOR PORCHE5 /PATIOS / - - - - - - - - - - �- J I L STOOPS (WHEN APPLICABLE) 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL �- - - -� MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 506. II'-7" 4'-2" FOR HEIGHT OF WALL d SLAB (WHEN APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW 11 '7/&" 560 WI F.J. II NEW ATTIC, ACCESS - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO ® I6" O.G. b o I Q I. MIN. 350 # CAPACITY TEMPERATURES WITHIN to F of CONCRETE. I -ry = NEW 11 •1/6" 560 WI F.J. t 2.SIZE TO F17 MECH.5.DBL. FRAMING WHENQNEW OPENING, U.ON.(MIN. 22 x50) 5 IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-401 REMOVE AS REO'D. r I I Q Q I Z INSULATION ABOVE w/VC. FR. (OR ECaJ BAFFLE OR I m I w RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I -� DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. I bOB in (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE / 1 O THERMAL ENVELOPE OF BUILDING). '7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR H16HER I NEN 11 'f/8" 560 Wl F.J. = bg = U AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. ® 12" O.G. 1 m I m 6.CONSULT H.O5. INSTALL AS PFOR PRECISE LOCATION OF ACCESS. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. L J 3 NEW It '7/&" 560 WI F.J. 12 BEAM POCKET (TYP.) g. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 12'-2" 15'-O" 10'-II" 14'-II" ® I6" O.C. TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 50(o 6B 6B =NLii (A5TM C4g4/G4g4M, 7YPE5 C AND I-). - IB ® PORCHES / PATIOS: I = DBE. F.J. I I o 1. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I "■» «» 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:4& AWAY AREAS EXCEED ONE SQUARE INCH. FROM BUILDING I d) L -1 L � 12 G PROJECT: 5. FOR SLABS ABUTTING FRAMING, IN5�"ALL COPPER II. ONCE CONCRETE IS PLACED. GONGRE7E SHALL NOT BE EXPOSED I - - - - - - -10 - - - - - - - - - FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I NEW 11 -f/&" 560 WI F.J. BED ALL FLASHING IN ASPHALTIC MASTIC REACHED A COMPRESSIVE 5TRENOTH OF &00 FBI. I ® lb" O.G. I Q �` ■ '' ` r s a ' I 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I LA V AVENUE BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. NEW i1 '1/&" 560 WI F.J. F F- - - - - - - - - - - - - - - - - - - 4B 8 TO MAIN FOUND. ® I6" O.G. I I I NEW II ®/86'�O.GW I F.J. 77 LOT 7 14 PROVIDE 4" SHELF FOR GONG. SLAB A'SID/OR F.J. SEARING O I I L I � NEW UP d) SOIL BEARING CAPACITY NOTE: I I Q (16) Rf ® - I 1305 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOIL I I t T.S� I 1 .E, I `~ BEARING CAPACITY OF 1.0 TON/S.F. I f� I I I I SOUTHOLD, N.Y. 11971 dJ "top �J Io J 6B NEW II ?/8" 560 WI F.J. - - /i�-- - - - - - - - ® 16" o.C. I I I I DRAWING TITLE: 12 .` m bB I f;` - - - - - - - - -� - - - 4B I I PROPOSED STRUCTURAL PLAN r- - - - - - - - - - - 12 F- - < I2 I I NEW II 7/8" 560 WI F.J. I s• ,• s r• NE (�2 II-I5" LVL DRP. HDR. I I I - - - - SC 1O i I I I I I I I I PAGE: 7. - - - - - - - NEW 117/B" 560 WI F J. i �. 4B - - - 001" 1■ 0 0 . - -+ - - - - - - - - - - - - - - - - - - - j �- - - - - - - - - - - --� ( I I I DATE: 01/19/24 15 OF 19 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - g- - - - - - - - - - - - - - I `,• I I L- - - - - - - - - - - - - - - - - - - - - I L- - - - - - - - - - - - - - 4g ;\, . PROPOSED FOUNDATION STRUCTURAL. PLAN SCALE: 1/4" = P-O" a OENERAL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. EX15TINO TO REMAIN WHEN APPLICABLE) Q � NEW WOOD FRAME (L.C�. NEW FOUNDATION WALL 0 W STL. WHEN APPLICABLE) W J � NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q Cy) CV WOOD FRAME (L.O. 5TL. P05T FOR 4" WALL5 i= Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C O POST FOR 6" WALL5), U.O.N. O WOOD FRAME(RATED L..G. 5TL. C) WHEN APPLICABLE) O Lo Z ' C O 0 CD POST 4 COLUMN DESIGNATIONS: O O m , STRUCTURAL PLAN NC)TES POSTS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED OCV O 4-1 Lo AS FOLLOWS. NOTE THAT THESE DE5ICNATIONS DO NOT IMPLY O OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS 51-ECIFIED Q r" 0- Q STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAM5. OSTACKED POST/COLUMN: ® AI (I) 2"x4" P05T R BI (I) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" P05T B2 (2) 2"xb" POST 3 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. ®---� (5) 2"x4" POST B3 (3) 2"xb" P05T - . - . - . - - - - . - . - . - . - . . . . . . . . . . . � INTERIOR LOAD BEARING ALL: ' . . WALL: 3B A5 INDICATED BY HATCHING. A4 (4) 2"x4" PO5T 574 (4) 2"xb" POST I - 3 ALIGN STUDS OF BEARING 114ALL5 TO LAND DIRECTLY NEW (2)I II.B'15 FLUSH 2.OE AM HEADER UPON F.J. OR BEAM (WHEN APPLIGABL.E) BELOW. v WRAPPED W/ Ixx AZEK AZEK I HOLDOWN (1ST TO 2ND FLOOR): �❑p" (5) 2"x4" POST S5 (5) 2"xb" POST HOLDOWN 'A' A5 PER PAGE 6-005 4B HOLDOWN (FOUNDATION TO 15T FI-00 : 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 I =� LLj O O O HOLDOWN 'B' AS PER PACE 0-003 C 5TL. COL. (A5TM 5TL. COL (A5TM NEW REINFORCED P. GONG. SLAB AI23) BY SIMS AI23) BY SIMS ry ry I ••� SB I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON I STEEL (OR EQ) STEEL (OR EQ.) I X ® K 2. 6 MIL POLY VAPOR BARRIER UPCN z 3. 4" (MIN.) GRAVEL BASE PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 6B 24"x24"xI2" DEEP P. GONG. PAD FOOTIN6 AS PER I I •e DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT /) FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND V, PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. -77 bD 56"x56"xIb" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION DETAIL 4/A-40I. NEW (3) 11.8'75 FLUSH 2.OE MICROLAM HEADER SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR STRUCTURAL PERMAGAST COLUMN (8,000 L55): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER STRUCTURAL 5QUARE PERMAGAST COLUMN w/MIN. ENCOUNTERED. &,000 LES LOAD BEARING CAPACITI'. BEAM 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. PLACEMENT SHALL ENSURE GONGENTF'10 LOADING OF COLUMN, AS PER MANUFACTURER SPECIFICATIONS. LIVING ROOM 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 356.4 S.F. OPERMAGAST COLUMN FOOTING (P'AD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. 7B PERMAGAST COLUMN UPON 12110 P. GONG. SONOTUBE ILL. !It_' UPON 24"x24"xI2" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED DETAIL 6/A-401. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT X n x cV NEW(2) q.5 FLUSH 2.OE NEED TO BE EPDXY COATED. 8G 24"xI2" DEEP P. GONG. CONTINUOUS FOOTING 3 ® ® Y, MIGROLAM HEADER AS PER DETAILS 8/A-401 E q/A-401 (TYP) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS w u SHALL BE STAGGERED. z , •, . ;7; r DW OTOP OF FOUND. WALL MAY BE STEPPED DOWN A5 REQ.'D TO ACCOMMODATE 6ARACE DOOR CLOSURE d -T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN -i DWELLINC ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, !L COVERAGES, AND PLUMBNESS. OTYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: x= 10 8. CEMENT SHALL CONFORM TO ASTM C-55 FOR STANDARD WE16HT W 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD d CONCRETE. I / \ I 3 SILL SEAL;2"x4" P.T. SILL PLATE a, LOWER SHELF. ANCHOR BOLTS AS PER PAGE 6-003 z ® NEW W12x106 STEEL W FLANGE Ag12-50 FLUSH KITGHEN 21C S.F. y P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® Q a BASEMENT, DETAIL 5/A-401 ® CRAXI-5PACE, 4 DETAIL HEADER;PACK OUT TO HANG FJ AND HDR. _ BEDROOM 2 7/A-401 ® SLAB-ON-GRADE GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE u in* - - - - - - - - - - - - - DBL. F.J. BELOW POST ABOVE �S.F. P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF TOP MOUNTED B ROOM 2 ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR " CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 5"x5"x�" STEEL � 5"x5"x�" ST BATHROOM 2 HANGER TO SQ. COLUMN 50. COLUMN I b S.F. bo S.F. B.O. FOOTING 3'-0" BELOW 6RP.DE MIN. HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. � HOLD 4 TONS O OO � X; 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN -UII1 I O APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. =#v� Oo �o NEW II 7/8" 560 WI F.J. AIR ENTRAIN P. GONG. FOR PORCH:=S /PATIOS / W C ® 12 O.G. STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL BEDROOM I p W.b S.F. Q MASON TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 306. w FOR HEIGHT OF WALL k SLAB (WHE:N APPLICABLE) ( NEW /8" 560 WI F.J. 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW 11 ?/5" 560 WI F.J. II NEW ATTIC ACCESS - PULL DOWt`I STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO ® 12" O.G. I. MIN. 350 # CAPACITY TEMPERATURES WITHIN 10° F OF CONCRETE. NEW II 'i/8" 560 WI F.J. a" 2.SIZE TO FIT MECH. EQUIP. THRU OPE'.NINC (MIN. 22"x30") 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. ® I6" O.G. „. 1 4.WEATHERSTRIP ACCESS OPENING B PROVIDE R-4q REMOVE AS REO'D. J ( I ® N Z INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR "Q O ) w RETAINER TO PREVENT INSULATION FROM ENTERING b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ti .? u�V BELOW POST OVE DWELLING WHEN OPENED,AS PER NYS EGG R402.2.4 PERMITTED WHEN NECESSARY. r =3 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE BATHROOM IC, 05ET 'i: 0 THERMAL ENVELOPE OF BUILDING). -f. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 53° F OR HIGHER AIL 25.4 S.F. 60 S.F. v AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. m F 5. INSTALL AS PER MANU. 5PEC.'s b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. £. DINING ROOM NEW II 'i/8" 560 WI F.J. „k ® 16" O.G. 12 - - - . BEAM POCKET (TYP) ,,. slbs S.F. q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ;; NEW (2) II.B-15 FLUSH 2.OE MIGROLAM HEADER TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 Fw- 13 ® PORCHES / PATIOS: (A5TM C4g4/G4g4M, TYPES G AND E). ;. 0 I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEODMENT GROSS SECTIONAL WALK-IN NEW pN 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY AREAS EXCEED ONE SQUARE INCH. CLOSET (Ib) RI ® PANTRY ;:;,� `< "::h•. t"� ":F FROM BUILDING 3q S.F. t 1511 I7S S.F. PROJECT: 5. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS BED ALL FLASHING IN ASPHALTIC MASTIC REACHED A COMPRESSIVE 5TRENCTH OF 500 P51. EW(2) 11.815 FLUSH OE MIGROLAM HEADER ' I 4. PORCH / PATIO WALLS OF SEPARp%TE POURS SHALL LAU N V E BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. NEW UP w 8 TO MAIN FOUND. t�•5f1 NEW II '7a'!4%4fQ WI F.J. w w (I6) RI ® MUDROOM I - - - - - - - - - - - - - - - - NEW 11 '1/8" 560 WI F.J. i LOT 7 FOYER ® I6" O.G. 012,10.0. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING c 0� � Q - 0 i SOIL BEARING CAPACITY NOTE: 1305 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN65 ASSUMES A SOILLu BEARING CAPACITY OF 1.0 TON/5.F. DBL. F.J. BELOW POST ABOVE SOUTHOL® N.Y. 11971 NE '! 8" 5 F.J. ;-�o. - �- - � I6" L - - - - - - - - - - - - - - - - � DRAWING TITLE: 2 GAR GARAGE 3 PROPOSED STRUCTURAL PLAN FRP K/5.51 560 S.F. Z i PSL UD TS 16" O.G. FRAME W/5.5" DEN N .. FRAME W/5.5" - PSL STUDS I6" OG 182.i S.F. „ ,A 92 m P5L STUDS Ib O.G. NEW it llb 560 WI F.J. III 'II Ld NEW (2) 11.8'i5 i_LU5H 2.OE MIGROLAM HEADER - - - - - - - - - - Q w PAGE: U U k I t o tui 00% moo � o z ® NEW L5) 11.6-15 FLUSH 2.OE MICROLAM HEADER _ _ I p WRAPPED Ix AZEK I cV FRAME W/5.5" FRAME W/5.5" I O.G. PSL STUDS Ib O.G. - DATE: 01/19/24 16 OF 19 PSL STUDS .5 _. L - - - - - - - - - - - - - - - - � n PROPOSED FIRST FLOOR STRUCTURAL PLAN SCALE: 114" = 1'-0" ` �# .6 �" opt O NERAL 5) 1�50L <EE ' : _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW FOUNDATION WALL NEW WOOD FRAME (L.G. 0 5TL. WHEN APPLICABLE) / W l/ J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS Q Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL CA POST FOR b" WALLS), U.O.N. :D NEW 2-HR FIRE RAT=D WOOD FRAME (L.G. STL. CV O WHEN APPLICABLE) 0 Lo z ' � O 0 CD POST B COLUMN DESIGNATIONS: O m �-- POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED L O STRUCTURAL PLAN NOTES -� Lo AS FOLLOV45. NOTE THAT THESE DE515NATION5 DO NOT ILY SINGLE: SPAN STRUCTURAL MEh,15ER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE AS SPED F ED Q To a O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POST5/BEAM5. OSTACKED POST/COLUMN: ® AI (1) 2"x4" POST BI (I) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR 5ELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"xb" P05T 3 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST g3 (5) 2"xb" P05T INTERIOR LOAD BEARING WALL_ 3B AS INDICATED BY HATCHING. ALIGN STUDS OF BEARING WALLS 'TO LAND DIRECTLY A4 (4) 2t x4 POST B4 (4) 2"xb" P05T UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 4 HOEDOWN (IST TO 2ND FLOOR)'_ A5 (5) 2"x4" POST $5 (5) 2"xb" P05T ■-■ HOEDOWN A AS PER PAGE 6-003 co OHOEDOWN (FOUNDATION TO IST' FLOOR): 3-I/2" O.D. SGH 40 5-I/2 O.D. SGH 40 4B HOLDOWN 'ID' AS PER PAGE 6-005 0- E 5TL. COL. (A5TM o-- p� 5TL. COL (A5TM NEW REINFORCED P. GONG. SLAB AI23) BY 51M5 AI23) BY 51M5 5B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON I STEEL (OR EQ.) STEEL (OR EQ) 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: bB 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS PER ■ DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT � FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND V PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. ^, 6D 36"x36"xlb" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR NEW (5) II.515" 2.OE STRUCTURAL PERMAGAST COLUMN (5,000 L55): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER _ _ MICROLAM HEADER WRAP WI"x AZEK _ _ 0 JA - - - - - - - - - - - - - - - - STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. ENCOUNTERED. - �V 5,000 LIDS LOAD BEARING CAPACITY. BEAM 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF a COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT x x PERMAGAST COLUMN FOOTING (PAD FTC.) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. NEW 2"X95" G.T. 7B PERMAGAST COLUMN UPON 12110 P. GONG. 50NOTUBE Q ® I6" O.G. 61� UPON 24"x24"xI2" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED cV 6 IL ' " DETAIL 6/A-401. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOTIn NEED TO BE EPDXY COATED. FFF - - - 24'xI2" DEEP P. GONG. CONTINUOUS FOOTING _ � _ 8G AS PER DETAILS 5/A-401 4 9/A-401 (TYP) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS �Wq TOP OF FOUND. WALL MAY BE STEPPED DOWN AS SHALL BE STAGGERED. �� III III Q O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE 4 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN III �I DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNE55. rL '� rL J TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: ' 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 8• CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. CONCRETE. ANCHOR BOLTS AS PER PACE 6-003 P. GONG. FOUND. WALL AS PER DETAILS OVA-401 BASEMENT, DETAIL 8/A-401 ® CRAWL5PACE, 4 DETAIL 'T/A-401 ® SLAB-ON-GRADE GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE NEW(2) 4.5 FLUSH 2.OE 0 1 P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF MICROLAM HEADER NE G.J. ® „u n• I f ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE .0. 8 an B.O. FOOTING V-O" BELOW GRADE MIN. HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE NEW 2"X " G.J. Ty' 1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (W .HEN u- ® Ib" O.G. APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. V W BATHROOM 4 N I F AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / ::s IK NEW 3"XIO" G.T. STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ® 45" O.G. BEDROOM 4 MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 506. FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / BEDROOM 3 3 II NEW ATTIC ACCESS - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I. MIN. 550 # CAPACITY TEMPERATURES WITHIN 10° F OF CONCRETE. FAMILY ROOM 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") m 0 3.DBE. FRAMING WHEN NEW OPENING,U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. NEW 2"XS" G.J. 550 S.F. I l' 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q REMOVE AS REQ'D. ® 16" O.G. z INSULATION ABOVE w/WO. FR. (OR EQ) BAFFLE OR i I u RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE Lr__ . - , ;,.s.,.:.'<`,,_ „„m•: ..; DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 PERMITTED WHEN NECESSARY. 11111i (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE _ _ I O THERMAL ENVELOPE OF BUILDING). 'T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER - - ALK-I V I I 1 1 AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. (3) 'i.5" LVL FLUSH HDR. POST FROM 5. INSTALL AS PER MANU. SPEG.'s RIDGE ABOVE L. G.J. BELOW RIDGE ABOVE G3�5.F.T 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 3 „••. - - 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I2 BEAM POCKET (TYP.) ® NEW 2"XS" G.J. 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE NEW 2"XS" G.J. 4 "X O.G. w PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 ® 12' O.G. TYPICAL CLOSED FOUNDATION (A57M C494/C494M, 7YPE5 G AND E). 13 0 PORCHES / PATIOS: LAUNDRY7777777 I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEODMENT GROSS SECTIONAL NEW DN ROOM 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. ;; BATHROOM 3 (16) RI ® 123.7 S.F..F Q' FROM BUILDING b3A S.F. w PROJECT: 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED NEW 2" 8" G.J. F11 FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS BED ALL FLA5HIN6 IN ASPHALTIC MASTIC REACHED A COMPRESSIVE STRENGTH OF 500 PSI. 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I ! I LA U R E L AV E N U E BE DOWELED w/#5 ® W O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. WALK-IN 4 TO MAIN FOUND. C25 SET- ►3 I LOT 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. B7-7 EARING SOIL BEARING CAPACITY NOTE: I 1305 LAUREL AVENUE STRUCTURAL DE51ON OF FOOTINGS A55UME5 A 501L BEARING CAPACITY OF 1.0 TOWS.F. NEW 2"XS" G.J. N.Y. 11971 - - - I ;i SOUTHOLD ® I6" O.G. NEW 2"XS" G.J. ® 12 O.G. g. UNFINISHED/UNCONDITIC NED I 5:3 DRAWING TITLE: -777 UNF I N 15HED/UNCOND I TI ONED SPACE SPACE I i '780.4 S.F. I ( PROPOSED STRUCTURAL PLAN f P: I .. NEW 2"X5" G.J. ® 161, O.G. x• PAGE: 14'-O" 3'--f" co. I q W DATE: 01/19/24 17 OF 19 I ( � 114 F:, Fop SFS,• •, 3s. 777777 sF t D 41 FROPOSED SECOND FLOOR STRUCTURAL PLAN �� C SCALE: 1/4" = 1'-0" 14j IA 0- 74 �0 �� GENERAL SNr'1 50L. ENT' : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. 0- EXISTING TO REMAIN WHEN APPLICABLE) Q �--�-�----��--��. NEW FOUNDATION WALL NEW WOOD FRAME (Lk3. -1 wW 5TL. WHEN APPL I GABLE) J NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL ty) N WOOD FRAME (L.O. STJ_. P05T FOR 4" WALL5 Q LO WHEN APPLICABLE) (MIN. (2) 2"x(b" STRUCTURAL O POST FOR 6" WALLS), U.O.N. O WOOD FRAME(RL.O. 5TL. co WHEN APPL I GABLE) O C LO Z ' CIL 2 O 0 CD POST 6 COLUMN DESIGNATIONS: O O m �• P05T5 6 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED NO STRUCTURAL PLAN NGTES O Lo SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q O O OSUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED r' STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 6 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05T5/5EAM5. OSTACKED P05T/COLUMN: ® AI (I) 2"x4" POST 0 BI (I) 2"xb" P05T LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): M---H (2) 2"x4" POST B2 (2) 2"xb" POST W AS INDICATED BY DASHED OUTLINE. AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY �.. UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST B3 (3) 2"xb" POST INTERIOR LOAD BEARING WALL: 3B AS INDICATED BY HATCHING. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A4 (4) 2 x4' POST �� (4) 2 xb POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FLAT ROOF HOLDOWN (1ST TO 2ND FLOOR): ®'� (5) 2"x4" POST B5 (5) 2"xb" POST ■ HO DOWN 'A' AS PER PAGE 6-003 OHOLDOWN (FOUNDATION TO IST FLOOR): 3-I/2" O.D. 50H 40 5-1/2" O.D. 50H 40 4_4 4B HOLDOWN 'B' AS PER PAGE 6-003 O-❑G 5TL. COL. (A5TM 0 -E 5TL. COL (ASTM NEW REINFORCED P. GONG. SLAB AI23) BY SIMS AI23) BY SIM5 ® + O5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON STEEL (OR EQ.) STEEL (OR EQ) 2. 6 MIL POLY VAPOR BARRIER UPON _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 3. 4" (MIN) GRAVEL BASE bB PAD 400TIDEEP P. GONG. PAD FOOTING AS PER POURED CONCRETE AND STEEL REINFORCEMENT NOTES: DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT •♦/1 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I I V PAD FOOTING DOWNWARD FROM THE BOTTOM OF EX15TINO ADJACENT FOOTINGS. I i /♦I 36"x36'xlb" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR STRUCTURAL PERMAGAST COLUMN (8.000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 1A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. ENCOUNTERED. 5,000 L55 LOAD BEARING CAPACITY. BEAM NEW 2"XIO" R.R. NEW 2"XIO" R.R. I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I ( ® Ib" co. .G ® Ib" O.G. I m COLUMN, AS PER MANUFACTURER SPECIFICATIONS. - 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT PERMAGAST COLUMN FOOTING 'AD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. w a` IV - - - - - - - - - - - I NEW 2 XIO R.R.O _ NEW 2"XIO" R.R.PERMAGAST COLUMN UPON 12 0 P. GONG. 50NOTUBE I I p O ® I6„ O.G.I UPON 24"x24"xl2" DEEP P. GONG. FOOTING A5 PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I a i t ® I6' O.G. I DETAIL 6/A-401. CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED. I I x SG 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS b/A-401 6 g/A-401 (TYP) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.'D TO ACCOMMODATE 6ARAOF DOOR CLOSURE 6 'T. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 6 HARDWARE IN I I z DWELLING ENTRY (VERIFY DIM. IN FIEI-D) PLACE AT TIME OF POURING 6 MAINTAIN REQUIRED CLEARANCES, - - I- - GOVERA6ES, ANDPLUMBNE55. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I DBL. R.R. TYPICAL P. CONG. FOOTIN& 4 WALL CONSTRUCTION: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - to - - - - - - - - - - - - - - 2"x6" P.T. SILL PLATE w/COPPER 'TERMITE SHIELD 6 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT I � n TI I I SILL SEAL;2"x4" P.T. SILL PLATE ao LOWER SHELF. CONCRETE. ANCHOR BOLTS AS PER PAGE 5-003 P. GONG. FOUND. WALL AS PER DETAILS g/A-401 BASEMENT, DETAIL b/A-401 ® GRAWL5PAGE, 6 DETAIL GONGETE - GOLD WEATHER POURING 6 CONCRETE MIXTURE '7/A-401 ® 5LA5-ON-6,RADE I - N I I NEW 2XIO .R -N �� rn G . I I m I P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I =X ® 16„ 0 =I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I ( N 2 X I I O O I • ASPHALTIC MASTIC DAMP PROOFIIV6 TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE ii Ib" O.G.XIO" R.R. O � B.O. FOOTING 3'-0" BELOW GRADE MIN. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I I `'yA I I ��� U 1/2" EXPAN510N JOINT® PERIMETER OF SLAB (WHEN APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I I Lq,` I I O 0� NEW 2"Xb" R.R. STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALLMA5 FOR OF TO OWALL SLAB (WHEI°APPLIGABLE)T CONFORM TO AGI 306. ( I I I �ON THIN C. O PITGH�4° 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND / I �'� 0 NEW ATTIC AGGE55 - PULL DO STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO II 1. MIN. 550 # CAPACITY TEMPERATURES WITHIN 10° F OF CONCRETE. I O 45..DEL. F AMTR P AGGE55 OPEN NI6 , U.O.N. (MIN. 22"x30") in rl 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 2.SIZE TO FIT MECH. EQUIP. THRU OPE INSULATION ABOVE AD. FR. (OR PROVIDE R-4q REMOVE AS REQ'D. 1$EW 2 XIO R.R. O N ® I6 O.G. NEW(2) "xi2" RIDGE NEW 2"XIO" R.R. ( I Z EQ) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I I I ( I NEW (2) 2"xl2" RIDGE ® I6" O.G. DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. I I I IK (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 0 THERMAL ENVELOPE OF BUILDING). '7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I I I ( ( I NEW 2"XIO" R.R. I ( c> AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. /2"XIOO" 5. INSTALL AS PER MANU. SPEC.s ® Ib" O.G.6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. QNEW 2 10" R.R.12 BEAM POCKET (TYP.) g. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE , b O.G.TYPICAL CLOSED FOUNDATIONPERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 30613 ® PORCHES / PAT105: (A5TM G4g4/C4g4M, TYPES C AND I-), IINEW 2"xb" R.R.I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL iy X <y� I I ® N PITCH 4" 2. ALL HORZ. SURFACES SHALL BE PTGHED ® I:45 AWAY AREAS EXCEED ONE SQUARE INCH. I I Lry O Q I I ® Ib" O.G. I PROJECT: FROM BUILDING a`X 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER II. ONCE CONCRETE I5 PLACED. CONCRETE SHALL NOT BE EXP05ED I I ��i� I I Opp I I O Q FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I Q O I I n A BED ALL FLA5HIN& IN ASPHALTIC MASTIC REACHED A COMPRESSIVE 5TRENOTH OF b00 PSI. I I w O 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I - - J I ( I A I i LA U R E L A!/E IV U E BE DOWELED w/#5 ® b" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I L- _ _ _ _ _ _ _ _ _ _ - - _� 6 TO MAIN FOUND. I LOT 7 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING I �-I- ,- - - - - - - - - � I DBL. R.R. I lu z I I I I I 1305 LAUREL AVENUE SOIL BEARING CAPACITY NOTE: I I L- - - - - z I SOUTHOLD N.Y. 11971 STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. I I I I _ _ _ _ _ � I I I I I I I ' _ NE ®216I O.G..R. DRAWING TITLE: EXTEND WALL TO R.R. I I NEW 2"XIO" I R.R. - - ____ - _ I II II II ® � I II II II rn = II II II II NEW 2 XIOi R.R. NEW 2 XIO R.R. I - - - - - - J I I ® 15" O.G. ® 16" o.c. I PAGE: L- - - - - - - I- - - - - - - - - - - - - - - J IIArW& A 0 j" 101,k 0n6k I I I I ® "e II II L - - - - - - - - - - - - - - - - - - - - - -� L_ - - - - - - - - - - - - - - - - - - - - - - - - -I DATE: 01/19/24 18 OF19 IN PROPOSED ROOF STRU C.TURAL PLAN lvi Y SCALE: 1/4" 1'-0" 4 j; 4" FRE51-1 AIR VENT THROUGH ROOF I .I 3 j Q I Q I W I W I J O I Cy N Q t� Lo 1 D o Q ; o o 1 N o ° `o z 4 1 � 0 ° CO LAUNDRY ROOM BATHROOM BATHROOM _——————— j 0 In --- ---------2-------- r------------ ---T----- ----T------- ---i- i c oN O m . . 2 0 I I I I O I I I I I I I I 0 2"1 " 2"1 1 1 R- I 2I 2 I I 2 1 I I I I Q I I 1 1 2" 1 1 1 2" 1 EXPANDIN'FO Mo(OR EQUAL) 0 v 1 1 1 I 1 AT ALL PENETRATIONS IN FIRE tu I RATED WALLS AND m 1 FLOORS/CEILINGS. PRODUCT I I I 14" 2" I I- " 15HOWER I 14 ISHOWER I CONFORMS TO A5TM E 514, WASHER I ( I A5TM E 54, AND UL 14-M r1li 2 3" 2 1 2° MUDROOM BATHROOM BATHROOM —— ————— LAUNDRY 1 _____ --1-----r--- T--i 1 I 1 I NOTE: r__-- ----r---r--------T 1 I I I 1 KITCHEN I WET BAR I I ALL PLUMBING WORK PWDR. ROOM I I SHALL CONFORM TO pr i 1 I I LOCAL PLUMBING CODE O 1 I I ■ p „1 2 1 2 1 „1 2 1 2 1 12 12 „1 2 1 i amom 2 I I I j I 2 I I I I 1 I 2 I I GLEAN OUT 1 1 1 1 1 1 1 I 1 I I 3 1 I AS REQ'D 1 I I 12 12 I I I 12 1 I I I L 1 1 I i I 1 I PROVIDE F.A.I. 2" I 14, 1_ 1 1 1 I 1- , I_ �� I �� ,� 1 14, VJ l< I 15HOWER I ISHOWER I- I- I WASHER 1 TUB pyy G.O. 3" 2 2 3" :211 5" G.O. O OCL G.O. 4" v 4" HOUSE Q MAIN DRAIN C.O. 2 z l 411 SYSTEM TO 5EPTIG N Q m NOTE: a, ALL PLUMBING $ O FUEL OAS WORK 0 SHALL CONFORM IL TO LOCAL PLUMBINC7 GORE d FUEL AS O FL.UME3 1 NO RISER - r�)RA I N / NASTE / VENT N PIPING PENETRATIONS: 1. PROVIDE "ABE5G0 FF200 FR SCALE: NT5 EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E 814, A5TM E 54,AND UL 14-101 KITCHEN LIVING ROOM 6A5 FIREPLACE tL VERIFY SIZE RANGE w/MANU. m u' IL2 A O O U V k w Q F- Q _ p 2 t NOTE: m BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBING WORK mm PROJECT: SHALL CONFORM TO LOCAL PLUMBING CODE PR01-05ED BURIED 1,000G FURN. / PROPANE TANK AIR HAND LA U R E L AV E N U E � 13 O ? LEGEND LOT 7 L I I I p I Q I Q i s HOT WATER I I Q4 3 I I Q4 Q I I ----- SUPPLY tu i �i =i iv x1 !0 „_,•-•.� GOLD WATER SUPPLY 1305 LAUREL AVENUE : I CAS RISER - SUFFLY SOUTHOLD N.Y. 11971 SHOWER m N I �� n� try SHOWER n 1 1N iv 1 �N — — �I I — � � [H:A:5HER L ---- � ------ - ---------'--J___-- '-----------------------L=---J PROVIDE ABESGO FP200 FR L_.._..L.._.._.._ _..L.._.._.._.._ _._ ._.._.._.._.._.._..I_.._..1.._.._._..J.._.._.._.._.._.._.._.._.._.._. _.._.._..�.._.._. —I EXPANDING FOAM" (OR EQUAL) SCALE: NT5 AT ALL PENETRATIONS IN FIRE LAUNDRY CL. BATHROOM BATHROOM KITCHEN NET BAR PWDR. ROOM RATED WALLS AND DRAWING TITLE: FLOORS/CEILIN65. PRODUCT CONFORMS To A5TM E 54, AND UL AST 14'19 14" PLUMBING RISER DIAGRAMS Q� � � � � GAS RISER DIAGRAM 0 N Q Q4� �� i Q4� Q i I i �� I I INTERIOR SHUT-OFF I I I I I FOR HOSE BIB a Q i X i I i qap� Qa qa 1 1 I I X Q i I I I I 1 1 X L i i 3 !X =1 !0 z1 :0 $1 !U � o0a �I I0 �i !� � z 1 x �i !0 �i IX =i IX � wE VAC UUM UM BREAK FAS?ENBD PAGE: !W �1 v v 11v v v v (V I N m cV fV I �_ cv� Lry cv� �ry SHOWER iv1 I= 5HOWER N I �� N I !Q N 1 I N N I N I _� N I m w/ PIPE FASTENERS (PRECISE WASHER — I —I I — TUB — — —I I —I I — —I I —I I —I I LOCATION T.B.D. IN FIEL7 - I---------=--- =------- -=------------ =---------1 L ---= ---------L_--�-• ---- J -- J i.. CONSULT W/OWNER) w _ _.._.. .._ .I.--.-..s.._.._.. .._.._.._.._.._I.._.._.._.._ ._ ._.._ ._1._.._.._ ._.._.._. 1-_.=-._T_.._..L-_.._.._.._.._.._.. .._.._r._.._.._-_.z..�.._.--.-.._ _.._. _. e 1 i I 1 _.._.._.._.._.._.._i TO STREET z ; rWATER MAIN DATE: 01/19/24 19 OF 19 lu O IA FLUMBINO R I EER - SUFFLY f 4 f 5GALE: NT5