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Home My WebLink About50632-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50632 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: 1135 Laurel Ave Southold SCTM # 473889 Sec/Block/Lot# 56,1-1.6 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 $3,773.50 CO-NEW DWELLING $100.00 Total: $3,873.50 Building Inspector TOWN OF SOUTHOLD—BUILDING DEPARTMENT �lip. Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 htt s:/Iwww.sotitlioldi.ownn ,.,,ov Date Received APPLICATION FOR BUILDING PERMIT 6 , ,M For Office Use Only PERMIT NO. 56 36� Building Imts,ectora ,w Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Constantino Marra SC TM#1000- Zb — p( — ( ,(0 Project Address: 1`225 Lot-,j rA.� P/.�u Q j "-6O 04A'-)0 ,6 Phone#:516-946-235 Email:dmarra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 =Ma'11-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: V L—)) LLL� Mailing Address: ZD nX ,� Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION iRNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project; ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? *Yes ❑No 1 PROPERTY INFORMATION I Existing use of property: -Pr -A,ruT Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? XYes El No IF YES, PROVIDE A COPY. Check Box After tead�ng. The owner/contractor/design professional is responsible far all drainage and storm water issues as provided by Chapter 206 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 210AS of the New York State Penal Law. Application Submitted By(print name): l� p ��,} ��pVN Authorized Agent ❑Owner Signature of Applicant: t'C Date: ► J STATE OF NEW YORK) S: COUNTY OF Ik—) a CUe— V(Pe- being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the AekkF,ki (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. '0, BARBARA H. TANDY Sworn before me this Notary Public,,State Of New York No. 01 TA6086001 S day of ZB& Qualified In Suffolk County f�orn n�isslon Ex Ires Notary Public PROPER"ry OWNER A "ri I I,Z, II (Where the applicant is not the owner) residing at P Ale Ah-'/4 1, r do hereby authorize VrGl , —'� to apply on my behalf to the Jciwn of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's N me 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NO[) 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). 'E� a rose DeparkrenF of vrvawruwMyw ��'1M�rK1i91N'T1e1'1tal 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, nn' �aJ David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www dec.ny gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-1-1 Dear Applicant, I have received your request to obtain a definitive determination regarding a clearing time frame to protect the habitats of Northern long-eared bats for the development of the subdivision. Since the DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myods septentilonalis),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. Sincerely, t/z , Mary'i MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File 4"ARTAt � ( �rl�sngnt or rrtvltttrttnt Conservation i 1 Generated by REScheck-Web Software Com �l is ce Certificate Project 1135 Laurel Ave (Lot 8) 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: 4,050 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent. Designer/Contractor: 1815 Laurel Ave Southold, NY 11971 Compliance: 9.2%Better Than Code Maximum UA: 765 Your UA: 695 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home, Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope Asseimblies, Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,883 49.0 0.0 0.026 0.026 75 75 Wall-East(front):Wood Frame, 16" D.C. 1,341 25.0 0.0 0.053 0.060 50 56 Orientation: Front Door to garage:Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Orientation: Front Front door: Glass Door(over 50%glazing) SHGC: 0.40 69 0.270 0.320 19 22 Orientation: Front Windows-east: Wood Frame SHGC: 0.40 313 0.320 0.320 100 100 Orientation: Front Walls-North (right): Wood Frame, 16" D.C. 1,083 25.0 0.0 0.053 0.060 54 61 Orientation: Right side Windows-north:Wood Frame SHGC: 0.40 66 0.320 0.320 21 21 Orientation: Right side Wall-South (left):Wood Frame, 16" D.C. 1,083 25.0 0.0 0.053 0.060 44 50 Orientation: Left side Door to garage: Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Orientation: Left side Project Title: 1135 Laurel Ave (Lot 8) Report date: 01/18/24 Data filename: Page 1 of 2 k Gross Area Cavity Cont. Prop. Req. Prop. Req, Perimeter Windows-south: Wood Frame SHGC: 0.40 228 0.320 0.320 73 73 Orientation: Left side Wall-West(rear): Wood Frame, 16" o.c. 1,341 25.0 0.0 0.053 0.060 55 62 Orientation: Back Windows-west: Wood Frame SHGC: 0.40 304 0.320 0.320 97 97 Orientation: Back Floor: All-Wood Joist/Truss 2,883 30.0 0.0 0.033 0.047 95 136 Compliance Statement. The proposed building design described here is eon with the building plans, specifications, and other calculations submitted with the permit application.The proposed buildi igned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater 18-JAN-2024 Name-Title Signa a e Date F N Project Title: 1135 Laurel Ave (Lot 8) Report date: 01/18/24 Data filename: Page 2 of 2 MAILING ADDRESS: OFFICE LOCATION: >" P.O.Box 1179 Town Hall Annex y ` 54375 State Route 25 ry ,�� Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) Telephone: 631 765 1938 Southold, NY "°_ www.southoldtownny-gov PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Martin Finnegan, Esq.. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Messina Conservation Subdivision 705, 751 & 2425 Laurel Avenue, Southold SCTM#1000-56-1-1, 55-6-35 & 36 Dear Mr. Finnegan: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, June 5, 2023: WHEREAS, this 80/60 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town; and WHEREAS, on September 12, 2022, the Planning Board granted Conditional Final Plat Approval on the application; and WHEREAS, on June 5, 2023, at their work session, the Planning Board reviewed the application and the Planning staff report dated June 5, 2023, and found that all conditions of the Conditional Final Plat Approval have been met; therefore be it CC#: C2345817 COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY OF SUFFOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/04/2023 under Liber D00013200 and Page 222 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/04/2023 SUFFOLK COUNTY CLERK VINCENT PULEO SEAL 132'7 hUa.i 04 ZYr,it,.;:T2 Fdil 11:i.nr�ciit. 'UYFit ,fiber of pages CLERK JF 5fFRI-It C131 HSV D0001,„y,:rY 0 This document Will be public P 22: record.Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3_ FEES Mortgage Amt. page/Filing Fee 1.Basic Tax Handling �20. 00 2. Additional Tax SubTotal TP-584 Spec./Assit. Notation - or EA-52 17(County) SubTotal _ Spec./Add. TOT.MTG.TAX EA-5217(State) Dual Town Dual County R.P.T.S.A. ` Held forAppointment Comm.of Ed. --5. 00 Transfer Tax Mansion Tax Affidavit - The property covered by this mortgage is �p Cortidf 0 or will be Improved by a one or two 0 1s. 0 family dwelling only. NYS Surcharge �,. — Sub Total ,l�•oZ�i YES orNO Other if NO,see appropriate tax clause on Grand Total page fi of this instrument. 5 Community Preservation Fund 4 Dist 5077767 Poo Real Prop T Consideration Amount$ TAge^cy R DAY A Jill CPF Tax Due $ Verificatl r14 fMAY Improved SatisfactConsJOischarg s ReleasesListPrcar��erty0wnersMailingAddress 6 CORN&RETURfdTO: 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 Titlefl Suffolk County Recording & Endorsement Page This page forms part of the 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 SOUTiOLD 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. over S NS DECLARATION made this, ft day of 20Z3by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO 13OX 191, Westhampton NY 11977,hereinafter referred to as the DECLARANT. n 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 Now 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 1'ldap as District 1000, Section 056.00, Block 01.0+0,Lot 001.O00,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 8O160 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 heap";and WHEREAS,for and,in consideration of the granting of said subdivision application shown on the Subdivision Map,and as a condition of granting said approval, the"Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Vice;and W AS,the purpose ofthese covenants is to mitigate environmental and public health,safety and welfare impacts from the subdivision,and development of the subject property,and to f nth r the goals of the Town's Comprehensive Plan;and WIMMEAS, 278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic dualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 60016;and WHEREAS' EAS, as a condition of approval of this,conservation,subdivision,and in accordance with the Town's goal's of land preservation, the Southold Town Planning. Board has found that SOOK of buildable lairds for the aforementioned property equals 31.3 acres, and has required at lead 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 tlae exception of deadfall and invasive plants. The deadfall and invasive plants proposed to be removed must be identified in the field for inspection y 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 pennit 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,to perpetuity, in the event that a lot is cleared beyond the aforementioned permissible limit,the areas must re-vegetated by the lot owner according to a revegetation plan reviewed and approved in writing by the Planning Board.Any work being conducted on the site at the time the over- clearing is discovered,including interior construction, will be stopped until the site is revegetated according the revegetation plan. If the season does not permit replanting immediately,work may continue after a performance guarantee is provided in the amount it would cost to fully implement the approved revegetation plan. 3. Boundary Fence Prior to building permits being issued,a split-rail or similar fence to mark the edge of the Town's open space,parcel is required to be installed as shown on the Subdivision Map.After installation,the fence will be maintained by Southold Town. 4, Installation of Boundary Markers Prior to building permits being issued,concrete monuments must be installed at all lot corners as shown on the Subdivision flap„and inspected by Planning staff: 5. Storm- awterRunaffManagement a. All stormwater run-off resulting from the development of the residential lots on the Subdivision lldap shall be retained on site and shall be the responsibllI 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 111 of the New York State Department of Environmental Conservation State Pollutant Discharge Elimination System(SPDpS)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 lr _) COUNTY OF ) ) SS: On this cll day of /Vla" ,in the year 24,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 ap earance before the undersigned in the State of Loft ,County of JAORtw0 O)OPER KINLI fi Not Public lotary publi State W South Caron a My Co E tPnres Aug tt�,2t0�3t 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, 1.79,11 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 paint; DUNNING thence the following five(5)courses and distances through land now or formerly of 2425 Laurel avenue LLC and along the southerly line of 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 rninutcs 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,308.98 feet to a point, (4) North 14 degrees 35 minutes 10 seconds""hest,247.62 feet to a point; (5) South 85 degrees 01 minutes 39 seconds East,212.25 to the point or place of BEGINNING. NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nysif.com CERTIFICATE OF WORKERS' COMPENSATION INSURANCE .: - '91 A A A A A 881819063 .., N. AMP BUILD LLC PO BOX 152 ! MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOWN OF SOUTHOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 119520152 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12579 146-8 109020 10/11/2023 TO 10/11/2024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2579146-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS://WWW.NYSIF.COM/CERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY 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 NCE FUND 4 DIRECTOR,I NSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 �I► �T�tli�► CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) 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. IMP(IRTANT: 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 Arthur J. Gallagher Risk Management Services, LLC NAM�.cT 1 Jericho hell CONTA Plaza Suite 200 ��DArfl.�,ss sllel �mm 82 ............ Jericho NY 11573 le mah'er INSURED ,..........__ ...... irct rasr. M RROEv of INSIJ/ RA SouthrowesteMarine&FI an ral vERAGE 1229INS _.... _._,., �AFPvoneral Ins Co Marrcon Development/AMP Build RER B 137 Glenwood Road INSURE Glenwood Landing NY 11547 INS4JR..,,"R O _..,. .. E'R E COVERAGES CERTIFICATEINSURER fW. NUMBER:81530556 THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAREVMED D ABOVSION E THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, ZPOLICYF XO .. __. ....- _,. _AND CONDITIONS OFSUCH PMAY BE ISSUED MAY (AhDL sLIMITS SHOWN"� Mr D! Y pYTYPE OF INSURANCE AY HAVE BEEN R[DMU�CO�p BYY pAM�LICY EXP 1 """`D CLAIMSLIMITS IMS-MADE LIABILITY GL2023RLH00503I 12/4/2023 12/4/2024 EACH OCCURRENCE kOCCURRCIAL GENERA MEDEXPIAr onem aOn5 000Pk CES PER PERSONAL&ADV INJURY1„000,00GAT I -- _ 0 PRO- -� 0 JECT AP LOC }"'RODUCT 'GCREGGATE $ 000 00 X GENERAL A ,0 r.�THER. � ..,.. $ S COMP/OP AGG ,$2,00 0„0170 AUTOMOBILE LIABILITY I ANY AUTO COMBINED SINOI E LCMir OWNED AUTOS ONLY I SCHEDULED BODILY INJURY(Per person) I$ AUTOS HIRED I NON OWNED BODILY INJURY(Per acadent), $ AUTOS ONLY _.,. AUTOS ONLY PROF ER I Y RA7M A ...• . UMBRELLAIL f I,AB EXCESS AB OCCUR I EACH OCC'_ E4 ECLAMS-MALEI " OEG RErENTN.DN$ ...... _ � I AGGREGATE ff $ .... ANYP,ER PgtETO J'P '4'I/ORF4ER5 COMPENSATION(ABILITY PER OTIi' OFFI ANDEMPLOYERS'L Y/N I ARTNERPEXECUTIVE: TAILFpE I ER ( ROPRiETO&�,'P N/A E.L EACH ACCIDENT $ 7Sr LUDED/ _ E tzry m NH Mat,describe under MPLOYI Ei O LJ SCRIPf10N OF OPERATIONS trelow EA E E.L.DPSEAS:. E.L DISEAS DESCRIPTION OF OPERATIONS/LOCATIONS t VEHICLES (ACORD 101,AddiI,h>nat Remarks Schedule,may be s,ttached if more space is required) Per Form GL 0225 1013-Additional Insured is provided With respect to the Insurance afforded to such insured in a,Written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Southold ACCORDANCE WITH THE POLICY PROVISIONS 54375 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE „r ACORD 25(2016/03) The ACORD name and logo are registered ma ks of ACORDORD CORPORATION. All rights reserved. MEW Workers' CERTIFICATE OF INSURANCE COVERAGE TATE, 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 MIa.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured ` AMP BUILD LLC PO BOX BOX 152 (516)946-2355 MATTITUCK,NY 11952-0152 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 881819063 2. Name and Address of Entity Requesting Proof of Coverage g 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) TOWN OF SOUTHOLD New York State Insurance Fund(NYSIF) 54375 ROUTE 25 3b. Policy Number of Entity Listed in Box"I a" SOUTHOLD,NY 11971 DBL 7986 41 -8 3c. Policy effective period 09/30/2023 to 09/30/2024 4. Policy .provides the following benefits: -~--~--•°--�— ® A.Both disability and paid family leave benefits ❑ B.Disability benefits only ❑ C.Paid family leave benefits only 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury,I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/8/2024 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked, this certificate is NOT COMPLETE for purposes of Section 220„ Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed y (Signature of/k�aiP�ortGaed NY'�Workers"Compensation hoard'em�9oyt:ep Telephone Number 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"3" on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. 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Gene.tin NAw"Ip xpp"aNgSr o[c>cdz c prevent gaga=oro mos[vre AREA CF PROPOSED CLEARING I'4540 SF SAViTA¢Y"PI_ING.BEN A H DRIVE I.....-....,,.-..—.:-- •r --•..... -,.:......✓—_ N,y"f,,,l" ,f,/� ,,r^�^"' r Iran reocn na tnc contra pa,e o-unc o>u>[cm e n c _ =.LE RON n\/ H.'4 OnTS tart±a>eP[c anb>na be wo[ert onL aW B"acn-ystem•na m eq:pPco ti h a au�rc�L oneng,:arum _ P dETBE1M1EAT�FEANY T24 F L BTIARIN� e e.•✓acted of zone arc dvob a,:eta✓a>trot Qe rot•ub eat o .n cn., U:a[can be✓coolly TOTAL ARE?.CF LOT TO R_MAIV IT�4-I,.5 F q N ezcers ve co-toss✓e-aecc:. cna+ a ¢arn-Y b.zro-ervea Trc AREAS a EXTENDING TO AD�GINING + N =A Lars r:,e!be water!aF[.Two me[reo=or en•urrc Lont>a R 4vron'Arr'Mn`kd a°df40ry co[do[o -es[ arm rr[.ar LFe eeM prey xr --` I eGNNEL:IGN, .overt dr[sro be a tner voc..r to=t no a..ate✓p.ezzr.e a errs Y,n",+'J. metFeaa a_fe Ien>. _ coves O tl LR:'1'I.pw rov:[I.a*d RG71 FLOOG NAP DATA. ALL SANI ART'5eTR1JGTL'REc.,A GLLDINS N.-.....�.•..."... ®ry..= A'prN/;N N,.r .'U./'rs"�r+ dN,y/fa:Pal d n 'dNw x,'6Rtx L F:x.£""e _ AP= cEIG5GGI5CF LCAGHIhS PGGL_.I/ Oh .v„d N" / :'.' G ..+.e.,. Fc'"M VvD. M _ 5 n N S°R P ,.: d:i tell oro c .o vocr:.rt tc rcl.r .. +" r p va.W:gwz mp r' 4`»' LT^ E + C�xl.cr Lc>t a Sec t o crp.� pp t be 0p «hoe Foe N f f f4,tarsal eq..,or rrercLr�ha.col I-apprcvea Ii=CR cr .^*'Mw�deT,y Fcr Lctle.j(arag9:Ymm RG' 4:d+15MM'4a>y>Wn+an'#% db MAP DATE O=:/OS/200? GISTRIPATIGN EGX SHALL MAIN All A +' �^ �aaaem>ne a ror two mra[�> po„er oe[dge. FLoeD ZONE x R WA•'S „+' +' AM!r ONELLI\G .....I \FROM c vE... m 4�, " r'l e GA¢A5E ON SLAB II w+;N w r":e' ,,✓y t r [anal w�brut Lo etne[oul e[["overt aw 3'-O'M N PARAT " Mcbr test^9 Sec taro- M:"" k.- ' .lLm^'.'Y'f%..X� SITE PROTEcTI N/SILT FENCING To 6E c cvoa on,c[>[cnd ror 3i roz „✓°<•'^K.+: NSTALLEJ A5 Fr�O_IREG BY THE TOWn'OF µ Y ) altar trc 34 b m ,Lc[[k rant>Imd ror o, a .. 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ELECT¢GALL nA o_5 „: ✓,"®,.. ...._..Y._..... ..®:...:m:: ,e"'✓°":NdN .+/",��,nP^'J'vp h/.../ .e'" ✓d P. �+ :�P d'' tT q:MVov6 t*Ab FW W^Ms,Y M:m RnN" 4 Trc ools>pian be a[[acrca[0 0--a Ac-C root tree `NO V.ELLS ARE LOGATEDG ITHIN 150' �,......"I�..-...:...•--®: r '��"' r NN " 'C N' � Yr" // ,...r' .. .. prnr p p rcas m,zt to acecssne me se be ;EL-V 4TION5 Z REN�E NAVD bH F A _ � �h It'q[ .✓'°r" '� f �, > .m:.L`e'^�, ,..:::. .I w Xd,'P.GM.4".:1,.�rbl„ d..Frart Tne rlcat> w. ...:....:..... -• .: .. - ...........m _... -.f � /'� valor •rM- d>e t c:awl,>na canton✓to tra t be-0utpmw tl✓[e the lo-e 1e ozmo> - FRO T.,,I%✓: �Y.:W: ...._^.W „^mm -.-.LL. r X,...„ '� a '�"rT.'^tIC WAL,hAY Kmm a praraer cote F s.TFe Depe[inert ro }•rem operate u 'sp THESFOLLOWING LOT W T N so,o,OF adzerve- r �{,"4,d},yy).°R'.tl d-P/G AFR rr pMM U ypnp.A»o-'at er c-F-re-Mccnan ce oricac a rorma oPero[,o cac c. UTILIZE PUBLIC WATER ASERSr hA, 1 LINE TO pfh OWiS RnEe .:::::m .:�� p :J GO FRCP.FL'_IGLEAN r Not Stareard ror Prcrabr�etco Scptc MAµ:SpE. MINA '4 3 IOIry t nk>AANS_GCO orl,tiF eme rev cans/LFcotez 6 r=pecL or ter eetooc er Ire-tree man r L[ros.. be moae SGTM alOCO SE OI 22rt y (� -/ _ W o.-ro LFc pure vczL prccce.rc - Sc-aI000 SE CI-2�E /\1 \) ry w IIT 'qw "Gti7'W.IG:GV°OAS REC G m facto•I,m>crt ca or ozzcnb co r I ! a -�.w4 uerwe ..w o oar' r ua ECT*/alGee sE oI__ W t t ['r ca✓opts=crtot'vc c 3 ° tl r ..IuAD'M N .A P°"�✓w,y." I rI Eaante�>ne m can:r'ee atrura rcr N N ¢ q me ar .are ma['>> wrA u - 1. e>' mrIr I z PROJECT: a G GL:5TERED—15ERVATION tN mm DRIVEn4Y a >r" r w r sets are rot parr✓[[co on FILED_NLY 05,20_5 R P 1 aPa o3a a M�aw>Qa'aaa ro/eed tro �;o,ree, L S1 1/15ONFAOPosED 0� I LAUREL AVENUE 0o Pc Pcr s4 P q" •ro,a>z olner...e oPP m w , ar ranereta Ldn LOT 8—SEPTIC rc SBDI lIS ON U 5 c[c a n c Y MESS NA HO �. �,. : 1 w r RwLnRm., ,. I 6 tr y N Ftl""VN ¢ YA IJd49R Y pk :re„µ pit' I W^RR✓ ��.. ........,,.. n __ .....,� LL �4 ..NAN� N 4*RrltdA:elL Yry •4.r. 4 ,. y prNca n EST HGcF GA A I 1135 LAUREL AVENUE nd e"M Mrr,k PsA m^':p'' yin ^. ES CLE DATA DATA FROM sec/,5 LS MAP 'ATA AZIO e Nuw ter' ,r Ae4aM veawe aAtTOF r.GVZl eEE �LN-, eFv E s _ '� # - - - SOUTHOLD N.Y.11971 J rag:✓ �wrm+:x't AP e_IxRr s res curTEREc awxh vA,,a+ s c veen - v w P a eh~w' tmr xY a - �� w.., 4 • .,. ,y J T�cLE'A �',�� I � DFdAi0�1YPw-0Irr TLE� T ,. .. Y u I p 4 w. ;,:I oLm t'„IP oL a,_e°P E TE LE r 4 AM L.µA PO LI MAINTA\5'1 4 - Ill rk erNr. a a V. R 7mPr .. NOTES s qr p a � tre-ten till Fta se �p I EL 5-3' - pYV gl-�qE•„, -:' I r SITE INFORMATION PROP O POLYLGI_Dlc �' s'"'",":.." ems. �"M EL..="3,64 i MIN D TALLE FRO' A GA SITE PLAN rot x ado>ae ,_�... ,w_..:,..... ........—. t e r ov,or ra a.L-e azt e g q tea .... L P„RE=EGT VELY 5JFFl GOu?�'TY HEALTH DEFA;R MENT APPROVAL EM LDA' - H.S. ''F:Ed C.-e„. ."'w��:,E NO soL .PAGE: so .....-....-.._.:..>._..._..."..-__...____ -.."..,...a e,_. _.E:��.----------N,s',&",...:,----.__-_.-._.._._._._,......�...............a._....._,w,n..>,.._.......,.._ __. u..,...:_....:...__ _......�_..:_.._.,_,.._. p IA(OWTS Fuji Clean _- _- I S P-101.00 L A L rR L E V E N E SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES L`EA\ "Nc FEG>=IO fir`>A c N__D oATe os/o5/za C 10F2 6AD< - y^'r wRVE oe, THE mFGRMA Ion PERMIT FOR APPROVAL OF CONSTRUCTION FOR A � \C e � "•`•�"+ REPRESENTED 0n TH 5 SITE PL>\S TO THE SINGLE FAMILY RESIDENCE ONLY "�` AlT BEST OFAnOW_EGG SURD AT T n 1 GBTA-6 FROM y,RVE"DATED nOVEMBFR E 2...E ANG IL.rJGI iL..-ItYt-Ir rT CN GZtlh4L 0. .✓' q,5r� 'z PRE=AR_D BY, 14.CI IN I TM N�wr arru F E-0H IY.a'1 K1rFn ch'e:,ru WW '�/"o' YcuNG>sScclAr y l+u DATE 1/24/2024 HlI S. REF, d rA � ,� e R/ osTRA DER AVEwE R-23-1840 r•/w. IN- ,. .M d.nrR c'_�, I ....... o lin i F I I: v s �. . .. v a APPROVED --- ,-----_- ,II. 4 N FOR MAXIMUM OF 6 __ BEDROOMS E o6Ra enc[ntRs ` LE-o-EST r� d? — EL.FEa�EFG IRS e��fte ec .' Da 4Y' . EXPIRES THREE YEARS FROM DATE OF APPROVAL A Ic ScALE TE PLAN 5I \ SCALE:I' 15 G OPEN SPACE PARCEL PROPOSED SPLIT RAIL FENCE TO W BE MAINTAINED BY SOUTHOLD TOWN W A X\ u \vj E N12045'40"W 1,75.00' J m EL.=22.45' . . . . . . . . . . . _ . . . . . . . . . . . . . . . . . . . . . . . . . . . I 9 � _ .50% R�A OF LQT TO ,.-/'J I - o EL.=25.68 ¢ LFAOE o co REMAIN AS PER `off ` - c\I >; o _ _ RIEST`RICTION5 DATED. _ _ 1 r" a. z d- - - - 5TH OF i4ARCf4 2023 . . . . . . . . . . . . . . . 4 N P -OO .00 LOCATION &SCOPE PROJECT LOCH o 0 N m . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ``� �{ SITE PLAN & ZONING DATA .� o :. co y� �'' N p . _ . . . _ . . . . . R-$0 Q O O . . . . . - O ,,. ;;�=. �-002 .00 GENERAL NOTES � O b p . . . . . • o - 1 p ENERGY TABLE N 1 PROP. O STRUCTURAL DESIGN CHARTS . . . . POOL r . . . . . N /hROP� _ _ (5-005.00 , , _ PROPOSED ' HOEDOWN ANCHOR BOLT 1 ' - ' - • ' - ` - ' - ` • ` ` \ 10 MIN. I.G. POOL IS NOT _ - _ - • �► STRAPPING, & NAILING DETAILS POOL �' w.w.i PART OF THIS FILING / \ .. ti '. • • _ • • _ . . . (PROP. i . . . . . • FASTENING SCHEDULE v ' ` ' - . • . • . � � - - - -0O , ,00 FRAMING GRAPHICS U '- - - - - - - - - - - - z- - ��`4r � - _ • - - - _ - - - �; BEAM CONNECTION PATTERNS 60 REAR YARD 5ETBAGK VALOW FIREBLOCKING DETAILS4-1 A- I• I - ® ,®® PROPOSED FOUNDATION PLAN a _ i R��4L7 N � (L PROP. 4' HIGH POOL - • $ p� .�� ' BURIED FENCEJU - LOCATION MAP Q P.RORAN� ` O ` W d �- � O2 ,®® PROPOSED FIRST FLOOR PLAN . - - - - - - - - ` - - ; SCALE: NTS ju • - • - - - PROPOSED SECOND FLOOR PLAN PROPOSED S I NO LE PAM I L`1' RES I DENGE . PROPOSED 2-STORY WD. ` } - MIN• FRAME DWELLING w/ BASEMENT - PROPOSED I OWTS A- 104,00 PROPOSED ROOF PLAN W I` ` � � $ GARAGE ON SLAB � ` ` 1 - w iF M°• (4 BEDROOMS) N. - .I F.F. � �T DATA : I GARAGE SLAB EL.=24.5' I . PROPOSED EXTERIOR \\• OR ELEVATIONS - \<. \\. . �.O\. . ..\\. \..\moo\ ..\\za \\ \ v�. �,\,\ \ \... \ \ \\.. 64.01 LOT 51ZE / AREA IN ALLOWABLE TOTAL - - 35,001.0 S.F. 5,001.0 S.F. ---- ------- EXCESS OF 50,000 GFA GFA 'I (d) LOTS GONTAI N I NS UP TO 5,100 S.F. - ®� , PROP. 40,000 S.F. MAX. PROPOSED EXTERIOR ELEVATIONS _ I I . L STONE WALKWAY I _ ALLOWABLE S.F. / PLUS 2. 7.596 OF EXCESS LOT AREA 4,350.0 S.F. 3'15.1 S.F. 4,7125.1 S.F. 4,7123 S.F. I MIN.I I . 1 OVER 50,000 - I I I I - W I �_ 50 FRONT - - m O :,;.: ; . \, 6�0 � .00 BUILDING SECTIONS CE. \\\\. YARD SETBACK �\ i S \_ (V \ . oca \o Ul •T� ;..� "I"C>. �1��BC��>�4°��,� \y o a°. . D.W. IO _ - \ . . I NI �� MIN. - - - _ Z DESCRIPTION (FOOTPRINT) AREA COVERAGE I I �I PROP05ED O '� I �t-�JO�.00 BUILDING SECTIONS - - - - - - - - I I ASPHALT ,r� o '� _ - - - . . . . _ TOTAL LOT AREA 55,001.0 S.F. Z DRIVEWAY �'1! - - - - - - - - - - - - - PROPOSED DWELLING 5,153.0 S.F. 10.736 0 O DESIGN DETAILS W �i I PROPOSED INSROUND POOL 500.0 S.F. 2.5% R j TOTAL AREA OF ALL STRUCTURES 4553.0 S.F. 15.0% � I I I `1 MAXIMUM LOT COVERAGE ALLOWED: 20% W . . . . . . . . . PROP. 1A OLNTS. . . . . . . . . . . . Q I 0 . . . . a.\�. DESIGN DETAILS PROJECT: . . . . . . . . . _ . . . . . . . . . . . . . . _ _ _ 0 rorbCJi � C -I4 ' `. LAUREL AVENUE 512°45'40"E 1�5.00' EL.=25.55' PROPOSED COMPLIES S- O .00 PROPOSED STRUCTURAL PLANS EL.=23.64' b b MIN. FRONT YARD 50.0' 5ci.1' YES LOT 8 MIN. 51DE YARD 20.0' 31.0' YES MIN. COMBINED 40.0' Q5.0' YES S- 102 .00 PROPOSED STRUCTURAL PLANS 1135 LAUREL AVENUE ------------------ EXISTING WATER MAIN SIDE YARDS SOUTHOLD, N.Y. 11971 MIN. REAR YARD 60.0' 70.0' YES L A U R E L A V E N U E MAXIMUM HEIGHT 55.0' 34.1' YES DRAWING TITLE: ., : , . - 105,0O PROPOSED STRUCTURAL PLANS \: a PROJECT LOCATION &SCOPE �\; \gg SITE PLAN & ZONING DATA G PLAN TAX MAP # 1000-56-01-01.6 J I TE PL A `� ZONING DISTRICT R-80 NON-CONFORMING �- 10�.00 PROPOSED STRUCTURAL PLANS SCALE: 1" = 15'-0" LOT AREA O.8 ACRES PAGE: SUFFOLK COUNTY HD APPROVAL R-23-1840 4 BEDROOM F C7tR°°1k4S P ?; 1 OY�IN G• E, T ION.2�30�207: .:\, m 01"A004 moo CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION wA5 APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING \:.:.: ,:•..,...,:,•., ,,,,,,.:,. ;•, ,.,•.. a ,. , °>•,. ® I ® ( ,®® DWV/ WATER SUPPLY RISER G U RESTRICTIONS; DECLARATION MADE 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RE5TRIGTION5. PROPOSED PROPOSED 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 15 CLEARED HABITABLE GROSS YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED PERMISSIBLE LIMIT, THE AREAS MUST SPACE AREA I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A DATE: 01 19 24 SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE FIRST FLOOR AREA 2 ,00 S.F. 3,286 S.F. / / 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 GLEARIN5 OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-GLEARIN5 IS DISCOVERED, INCLUDING INTERIOR SECOND FLOOR AREA 1,457 S.F. 1,437 S.F. DRAINAGE SYSTEM INSTALLATION NOTES: DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS GLEARIN5 STATED IN FILED COVENANTS AND RE5TROTION5 AND CONSTRUCTION, WILL BE STOPPED UNTIL THE 51TE IS RE-VEGETATED A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 4 THE WOODLAND BOX TURTLE, AI<A THE EASTERN SOX TURTLE, WAS SHOWN IN CLEARING CHART (50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE 5EA50N DOES NOT WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC AREA TOTALS 4237 S.F. 4723 S.F. LISTED BY THE NEW PORK STATE DEC AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING SROUNDGOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A � COMPONENTS, LEAGHIN6 FIELDS, SEWER COMPONENTS, OTHER CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR CLEARING 15 AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE 15 PROVIDED IN THE AMOUNT IT WOULD DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS ALLOWED BASED ON THE BIOLOc5Y OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND 005T TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. SITE LAYOUT NOTES: A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS a�' I �: • � a �; AL50 PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED ;,; \\\,,\;,- " I. THIS 15 AN ARCHITECTS SITE PLAN $ IS PROPERTY LINES C PRIOR TO GLEARIN5. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTIONGL� r: �: tz,>M}t.�C. }c� 'E °°. \',; .tL7. >O^N :,':.:• SUBJECT TO VERIFICATION BY A LICENSED A MINIMUM 20' SEPARATION 15 :.:..• ..., REQUIRED BETWEEN DRYWELL5 AND .,..w.v.�.o..:....>c`.. >. :....::.::..:y'a�•.J:a.L .i:;:a`•O�,'.��:-:r.a'O a. $, xa =ems y>:• I.I. ANY CLEARING AT THE SITE 'SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL SURVEYOR. THE INFORMATION BURIED PROPANE FUEL TANKS. Ca, t17L: v: .,, ::.aA .::...a..�\......, ....�.. ..off\� \�\a\�,�. ...... \.,:.:,, ,•F ` NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE ,,, ,,,. \� ,.•,, ..,,,;,.,., ;,.:,- REPRESENTED ON THIS SITE PLAN IS TO THE CONNECT ALL SLITTER LEADERS TO NEAREST DRYWELL WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. ARCHITECT'S BEST OF KNOWLEDGE. SEE AL50 DETAIL -I-A/402. I THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE GLEARIN5 LIMITS AND LOT SIZE 55,001.0 S.F. 2. PRIOR TO ANY GLEARIN5 OR ORAADINS, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: PROVIDE GORRE5PONDENGE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE 50% OF LOT REQUIRED TO REMAIN 17,500.5 S.F. SURVEY DATED NOVEMBER 6, 2025 AND PROPOSED ROOF COVERASE = 5,�10& 5.F. DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NY5DEG) COVENANTS AND THE SUBDIVISION MAP. PREPARED BY: PROPOSED ASPHALT DRIVEWAY GOVERASE = 2,214 S.F. F = - REGIONAL OFFICE WITH A DETEF:MINATION ABOUT WHETHER A 6. AFTER GLEARIN5 AND'PRIOR TO BESINNINS CONSTRUCTION, THE TOTAL IMPERVIOUS COVERAGE = 6,610 5.F. GLEARIN5 TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER AREA OF PROPOSED GLEARIN5 17,454.0 S.F. YOUNG A550GIATE5 6,610 S.F. x 2" RAINFALL EVENT = 1.101.7 G.F. 5TORASE REQ.'D THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE 400 05TRANDF-R AVENUE TOTAL AREA OF LOT TO REMAIN 17,547.0 S.F. RIVERHEAD, N.Y. IIQOI (1) 8'0 DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH (3) 5'(P x 10' DEEP D.W. PROPOSED = 1266.6 G.F. STORASE PROVIDED 5 NOTES � SFEG I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY A55I E Y I AT I O NS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRACTOR'S RESPONSIBILITY TO 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 IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR 0- GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDI5TURBED SOIL Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, AL50 SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT BLDG. BUILDING KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 To MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 5. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/So. FT., U.O.N. 0 APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM BEAM MANU. 5PEG.s MANUFACTURERS SPECIFICATIONS W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4, FOOTIN65 TO REST A MIN.OF 4'-O" BELOW GRADE,UNLESS B.O. BOTTOM OF MAX. MAXIMUM _! ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE 16 GAGE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED Cy) STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL Q 4, PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED G014GRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Lf 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL O') 5. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM � � AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 151 TIER OF FRAMING IS IN PLACE. O � 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 = T_ 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, 7. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. � � N >; O OF THE OWNER/BUILDER COL. COLUMN NYC. BG NEW PORK CITY BUILDING CODE Lf) INGLUDIN6 END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O C z 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 5-1/2" BEARING BY THE GRADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS, UTILITIES ETC. TO BE FILLED I� 0- � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. CONT. CONTINUOUS O.G. ON CENTER >, 2E X Y N SHALL BE CLARIFIED WITH THE ARCHITEOVENOINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C WITH THE WORK. DEL. DOUBLE OGG. OCCUPANCY m � CD 6RADEMARK SHALL INCLUDE AN EA51LY DISTINGUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE G-003. O O .- q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/GONGRETE TO BE INSIGNIA OF THE 6RADIN6 AGENCY WHICH COMPLIES WITH THE -r_ O A - b. NO DEVIATIONS OR CHANGES TO THE �iTRUCTURAL SYSTEM SHALL BE MADE P.T. EQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION -I- N Q � Lo UNLE55 APPROVED BY THE ARGHITEGT/E1d61NEER. DAYS OF 4,000 P.5.1., U.O.N. c( O L (u 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 � 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS ON PACE 6-005. GENERALLY, 5HEATHIN6 15 OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTG A I clod STRUCTURAL GLUED LAMINATED II. GONG. SLABS TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND 15 OF CDX GRADE, UNLE55 OTHERWISE NOTED. 5EE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER I D.J. DECK JOISTS PL. I PLATE 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51N5 PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. cl. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM ITORIP505 ELEV, ELEVATION P.T. - _I PRESSURE TREATED II. SUB FLOORING, GENERALLY, TO BE OF 3/4' THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILING AS PER FA5TENIN6 SCHEDULE ON PAGE 5-005 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. � 10.CERTIFICATES, ARE RESPONSIBLE R C ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT I REG'D REQUIRED GERTIFIGATET, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS A5 SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 52'-O" O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. EXIST. EXISTING Rl RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 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. I EXT. EXTERIOR 11 RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2„ ABOVE FINISH GRADE. F.A.I. FRESH AIR INTAKE 11 R.R. ROOF RAFTER � -� 12. THE ARCHITECT IS NOT RETAINED FOR SUPERVISION OF THE WORK AND 15 ASTM II STANDARD SPECIFICATION FOR EVALUATION OF 11 RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE X OR055 BRAGINC ■- AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK I5 TO BE PERFORMED IN TEMPERATURES �AR FLOOR AREA RATIO STL. STEEL EXCEED 5'-O" AND AT EVERY 5'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENCINEER. NO 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. ' SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: A55EMBLIE5 USING PREFABRICATED 1"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY -1-i TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THI5 DOCUMENT, THE ARCHITECT/ ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED ■� RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN &LASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AT BROOM GLEAN. NECESSARY. SET FORTH IN AN51/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOINTS BETWEEN SLABS AND FOUNDATION WALL5 AND FF ELEV. FIRST FLOOR ELEVATION �P GL. TEMPERED GLASS CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PAGES 6-005. OR THE MANUFACTURER'S GORE EVALUATION REPORT. F.J. FLOOR JOISTS 11 TH< THICK LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A AND ORDINANCES. 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. 1.6. 6YPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL L. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR 6YP5UM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK < 07 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, ASTM 057 SPECIFICATION FOR 6YPSUM LATH, OR ASTM G7q CONCRETE SLABS TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RE515TANT CONSTRUCTION ELEVATION Tr 11 TREAD SPECIFICATION FOR 6YPSUM 5HEATHIN6 BOARD. THE 5U5-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER Iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPIN6 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. 11 FRAME 11 TYP. TYPICAL W COMPLETION OF PROJECT. AS PER PAGE 6-005. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 6" 0. V/ 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A155.4 BASIC HARDBOARD OF DEEP 4 5'-O" BELOW GRADE, FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITEOVENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. - rn AGAINST ALL CLAIMS, DAMAGES, L055E5 AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022,WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRU5HINC, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 2 I ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.W. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 15 ATTRIBUTABLE TO BODILY INJURY, 51CKNE55, DISEASE OR DEATH OR TOI. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGIBLE 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 AS: HANGERS, NAILS, SCREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE L055 OR USE RE5ULTIN5 THEREFROM).(5) 15 CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE I5 A DISCREPANCY, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR ROGATIONS SUCH C LEDGER EP SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF STANDARD VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITECT/ENGINEER PRIOR TO PROCEEDING. HDR HEADER WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, 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 HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE: FOR WH05E ACTS ANY OF THEM MAY 5. 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 TOPSOIL OBTAINED FROM 5TRIPPING DRIVEWAY AND BUILDING PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRUS JOI5T 2.OE MICROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. CEORCIA PACIFIC. 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (o5B), WAFERBOARD ORIENTED-5TRAND 18. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND 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 JOI5T 2.2E PARALLAM PSL 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. 5PEC.'s PRODUCT STANDARD 2 (P'52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. I /� ¢ AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION,THE GOVERNING BUILDING CODE, I�I ISULTI ON 4- 1- NSTRTI Oil RQU I RM�NTS AUTHORIZATION OF THE ARCHITECT/EN6INEER• AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 6LA55 WINDOWS AND DOORS NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR B i. ALL 6LA55 TO BE INSULATED LOW-E, UNLE55 OTHERWISE SPECIFIED. DESIGN BOTTOM EDGE OF 50LID SAWN RAFTERS SHALL EVALUATION REPORT. PROPOSED CODE PRESCRIPTIVE VALUE $ NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE PERTAINING ARE TO BE FIELD VERIFIED. COMPONENT VALUE CITATION (PER 2020 NYSEGCG) COMPLIES OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOAP�'.) USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER 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 AN51/AHA AIg4.1 CELLULOSIC CLEARANCES ARE PROVIDED. • WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0268 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. U-VALUE = 025 MAX.AIR LEE = 0.32 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM ED6E5. 3. ALL SLIDING GLASS DOORS, TKYLI6HT5, AND ANY 6LA55 UNIT INSTALLED FENESTRATION U-VALUE AIR LEAKAGE = 0.3o GFM/sF MAX.AIR LEAKAGE = 0.3o CFM/sF YES 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WITHIN IS of FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, PER R402.4.5 a TABLE R402.1.4-CLIMATE ZONE 4 1.5 5. STRUCTURAL PANEL SIDIN6, STRUCTURAL PANEL SIDING USED IN SPEGIFIGATIONS, UNLESS NOTED OTHERWISE. UNLESS OTHERWISE NOTED. 24. NOTCHES IN EITHER EDGE OF 5TUD5 SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. R-25 FOAM SPRAY INSULATION W/ MIN.R-VALUE = 4q MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I GEILIN6 R-VALUE YES 22. PROVIDE FIREBLOGKIN6 AS PER NEhI PORK AGGE551BILITY STANDARDS. 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH R-21 BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (P5- 1), THE 60VERNIN6 BLILDIN6 CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. 25. PLEASE NOTE THAT THESE PLANS ARIE PROTECTED AOAIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/8" TO THE EDGE OF THE STUD. EXTERIOR(2"xb")WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE = 20(CAVITY) UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SEGTHE REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE FRAME WALL R-VALUE (R=?/INCH) W/R-II BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF mcio (AWGPA), WHICH HAS SEVERE PENALTIES. ENERGY CONSERVATION CONSTRUCTION CODE. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL MIN P.-VALUE = Icl GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, 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. b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN& GLASS DOORS, WINDOWS, OR FLOOR R-VALUE �P50 BATT INSULATION PER TABLE R402.12-CLIMATE ZONE 4 YES ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-005 4 6-004. THE FASTENING ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE.SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 16.2.1 SQUARE AND COMPLIANCE 5TATEMENT: N CONSTRUCTION;55TD 10-clq AND 2015 SBC. HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 7. ALL EXTERIOR DOORS ARE To BE WEATHERED STRIPPED AND PROVIDE ALL TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE], Lu I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 222. LAG SCREWS: LAG SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). A5ME BI8.2.1 SQUARE AND HEX BOLTS AND 50REW5 (INCH 5ERIE5). 8. ALL GLASS IS TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. v 2.2.5. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES INCLUDED IN THE STANDARD BUILDINO GORE, SECTION 2506 OF IBC SHALL 26. COLUMN BEARING AS FOLLOWS: BE USED IN ACCORDANCE WITH MANUf°AGTURER'S RECOMMENDATIONS. SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN el. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH w WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT IS 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 THE WEATHER SUBJECT TO SALT CORROSION IN COASTAL WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFAGTURER'5 CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE DIRECTLY TO AREAS SHALL BE STAINLESS STEEL EC HOT DIPPED GALVANIZED. SECURE w/(2) 1/2" 4) ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, ui EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEWFOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR 5TRAPPIN6 SIZE AND ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND EORE55 Q 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 ASTM A655, 5TRUCTURAL QUALITY, REQUIREMENTS. 0 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 5 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 55 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 'r,p��LE R301 .1 CLIMATIC PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER 5TUD5 HOWEVER, WHEN COLUMN OR P05TIN5 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING SUIRDIN6 GORE AND ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CLIMATIC GEOGRAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEARWALL, 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 SHALL BE ATTACHED TO EACH FAIR OF OPP051NO U.O.N. WITH TOP CAPsS ® 5TEEL COLUMNS TO BE MIN.Y4" BENT PLATE W LONG 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD IOLAZED 1. EXTERIOR ZPROTEG ION SHALL BE L MEET DTHE REQU FROM IIREMENTS OFNDBORNE BTHE LARGE GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2 x4 LUMBER 15 w/6 RI5E 4 w/ (2) /a 4' BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAIL5, SPIKES, AND STAPLES. MISSILE TEST OF ASTM Elggb AND A5TM E1886 AS MODIFIED BY 2020 NY5 BC ALLOWABLE LAU R E L AV E IV U E LOCATED IN UPPER THIRD OF ATTIC FACE AND ATTACH TO EACH PAIR OF SET b" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PAGE 6-005. STRUCTURAL MEMBER _ BASIC WIND SPEED 150 MPH p RAFTERS. SECTION 3012.12.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION LOT 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE ANSI/DA5MA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEC70RY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/180 MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS -1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SEISMIC DESIGN CATEGORY B A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN b' SHALL Ib" WITHIN 4 OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.7. SCREWS: SCREW5 SHALL COMPLY WITH ANSI/A5ME B 15.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS 4 PARTITIONS H/18o I; ALL SLOPED ROOFING 5HINOLET SHALL BE GAF-GLASS-A ASPHALT ROOFING WOOD50REW5 (INCH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WEATHERING SEVERE 1135 LAUREL AVENUE 8. TILL PLATE FOUNDATION ANCHORAGE;SILL PLATE SHALL ANCHORED SHINGLES OR APPROVED EQUAL. PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FLOORS 4 PLASTERED GEILIN65 L/360 FR05T LINE DEPTH 3'-O" SOUTHOLD N.Y. 11971 OF J" AND 3'x3 x� WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE R301.2.12. ATTACHMENT HARDWARE SHALL BE PERMANENT , PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN CONCRETE/MAW AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. 4 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ON THE BUILDING. DRAWING TITLE: 7AND AT SPACING NOT EXGEEDIN6 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 ICE BARRIER REQUIRED YES 5. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES CONSTRUCTION. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/ BRITTLE: FINISHES L/240 ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC, REGULATIONS. ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURERS BY SIMPSON MANUFACTURER. 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 HALL5 - WIND LOADS W/ FLEXIBLE FINISHES 1 L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION CODE. 5. 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 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. COMPLETION OF WORK. 6. CORROSION RESISTANT II 6A&E ROOFING NAILS AND Ib GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT 15 SPECIFIED BY "SIMPSON" PERMITTED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 115" PER STRUCTURAL DES I CAN LOADS PAGE: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED- GENERALLY, VERIFY OR PROVIDE HARD WIRED 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR FOOT. SMOKE DETECTORS w/ BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLE55 OTHERWISE NOTED: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. - DISH WASHER.........................................2" USE 11 LIVE LOAD JDEAD LOAD ( %J.. 0A. EACH SLEEPING ROOM 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - KITCHEN SINK........................................2" • 0 0 THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER - LAVATORY...............................................21, EXTERIOR BALCONIES 40 psf 15 psf B. OUTSIDE OF EACH SEPARATE 51_EEPINO SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - SHOWER/TUB.........................................2" AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) T VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET........................................................3" ARCHITECT - LAUNDRY .................................................2" DECKS 40 psf 15 psf - FLOOR DRAIN..........................................3" PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN DATE: 01/19/24 2 OF 19 C. EVERY LEVEL OF DWELLING GYPSUM WALL BOARD (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) 1. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT 8. ALL CONNECTORS SPECIFIED AS A SIMPSON TOP MOUNTED BEAM 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" p HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED COMPOUND METHOD. THROUGH ROOF. GORES AND REFERENCE STANDARD: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK A7TIC5 WITHOUT STORAGE (MAX CLEAR HOT ( 42") 10 psf 15 psf MECHANICAL, FUEL GA5: 2. ALL 6YP5UM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 7. PROVIDE FROST-PROOF H05E B155 WITH EASILY ACCESSIBLE DRAIN 4 STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 I. MECHANICAL AND FUEL 6A5 SYSTEMS :iHALL COMPLY w/ THE OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DRAIN COCKS AS REQ'D. HOSE 5155 SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf 1,�':e'�-0 4n ,, w DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. "`%'c' ../v NY5 MECHANICAL CODE AND FUEL 6A5 CODE E F,r,'o` . V� q`' 6 ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf it~ .•"� ta° B. 5/8 , ONE HOUR RATED TYPE X 6YPSUM BOARD ON GEILIN6 AND WALLS INSULATION 5. KA5TE FROM CLOTHES WA5HER5 AND LAUNDRY TUBS ARE TO BE PROVIDED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF p p �:,, " .. - a',�. 1' 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2018 WOOD FRAME �< ^" LABELED, 4 INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 4 CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTEGTIOtd. � IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT P'RODUCIN6 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION SLEEPING ROOMS 50 psf 15 psf „,.- ` `� 3. ALL FUEL GAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. 41. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AF4PA) AMERIGAN WOOD COUNCIL (AWC). . cl SHALL BE EQUIPPED w/FLAME 5AFE&UARD DEVICE WHICH 5FUT5 OFF THE FUEL CONCRETE PANELS OF 5/5" THIGKNE55 MINIMUM. HEARTH DEPARTMENT STANDARDS AND REGULATIONS. STAIRS 40 psf 15 psf l 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 .- _• -, 11 SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION 15 REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING GODS. 4. FINISH JOINTS J-BEADS, NAIL DIMPLES CORNERS, AND EDGES SHALL BE �, "` 1 CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. &UARDRAIL5 AND HANDRAILS 200 psf 15 psf -� q,' „°._ 4. SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS p p i., , �� COMPLETELY INSIDE THE BUILDING THERNIAL ENVELOPE SHALL BE INSULATED TO PRY BETWEEN GOATS. FINAL COAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE a'. ,_ ,,,. ,t I I. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDIN6 GORE. MEGHANIGAL CODE AND 2020 NEW YORK STATE FUEL GAS CODE. ��, , ., , TO AN R-VALUE OF AT LEAST (NY5 EGG fz403.3)° 5. GENERALLY, UNLE55 NOTED OTHERWISE, INSULATE A5 FOLLOWS: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC �- 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING (LIVE: = GROUND SNOW LOAD) 25 psf DUCTS 3"� 4 GREATER, LOCATED IN ATTIC: R-8 ALL OPENINGS. - q" R-30 FOR FLAT CEILINGS NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC f IS psf FOR LATH. CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION DUCTS UNDER 5"O, LOCATED IN ATTIC: R-b 5.5" -15 F OR 2"x4" HALL CONSTRUCTIONCONSTRUCTION GEILIN65 WATER CLOSET CONNECTION.' OL05ET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION CODE. 6. FASTEN 6YPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE G-003. 3.5 R-13 FOR 2 x4 WALL CONSTRUCTION 12. PER NY5 PG 425.4, A 4 x3 DUCTS VV 4 GREATER, OTHER PORT"ION OF BUILDING: R-6 _ WHERE A 5" BEND 15 UTILIZED, A 4"x5" FLANGE "ALL STRUCTURAL DE51ON CONSIDERATIONS ARE IN CONFORMANCE: WITH DUCTS UNDER V-0, OTHER PORTIONS OF BUILDIN6: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASCE 7-16 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS TYF I GAL• NA I Lm I NC/STRAFF I NC REOU I REMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U F La I F T/ SHEAR, 4° LATERAL N I N D RESISTANCE NOTE: THIS SCHEDULE DOES NOT I NGLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUT10145 MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-003 FOR STRAPPING AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REQUIREMENTS) "ALL STRAPPING TO BE 1V4"x 20 GAUGE** -- "51MP5ON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 FUSE IOd NAILS IF 5TRAPFING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC, 2018 WOOD FRAME GONSTRUGTION MANUAL TABLE 3.1) W W , FASTENER SPEC. FASTENER J HOEI70NN A HOEDOWN B /� I DESCRIPTION CONNEC co TION A Nt�I L I N� C R I AND QUANTITY 5PAGING Q � N LO FOR FOUNDATION'-' * c:tf M ROOF CEILING FRAM I NO _ °' AT RAFTER TO RIDGE %v _ `- O I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A I6d O r CO •-""' CONNECTION: COMMON NAIL w/o PREBORED HOLES. = � r ENDWALL ENDWALL 2 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER N } O (5) 2x FULL (3) 2x FULL CORNER STUD �.r'" A^ 2.WOOD IS ASSUMED TO BE D,F,*2 $ BTR. IN DRY USE p c LO HEIGHT STUD HE16HT STUD CONNECTED TO FOR STRAP - 3 8 d* COMMON R.R. 2" it SERVICE r Z 4 CORNER STUD GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST 0- tL3 �- CONNEGTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. X Y 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL � � p U N TRANSFER SHEAR FOR ROOF SLOPES UNDER 5:12 WITH — (EVIDENT DURING INITIAL INSTALLATION)PREaORE THE NAIL C "51MP50N" HDQS �� • ' ' • HOLES,SEr NEw MEMBER. GEILIN6 J015T TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP p O f n � Q0 //rmHOLDOWN ANCHOR ® 2-Ibd COMMON 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER, • GEILIN6 JOIST LAPS OVER PARTITIONS(PAGE-NAI1J Q-Ibd COMMON EACH LAP C O � LOCATIONS NOTED NAILS m b O.G. $ • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED ' ' N Q .— L0 NAILS m b" O.G. $ ON PLANS 10" O.G. IF BLOGKE USE 4 8 d COMMON NAILS ® EA. O 10" O.G. IF BLOCKED CORNER POST END OF STRAP. ?° 5.SEE SECTION 6 FOR ANY RE TIGHTLY BOND THE END OF THE NAIL TO A q0°Q?TO CLINCH THE NAILS(TO Q CORNER POST c.J G.TIES ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-005 PER TIE "SIMPSON" HDQS ~-• THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOLDOWN ANCHOR m SPACING OF 16 O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOGKIN6 TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END LOCATIONS NOTED d OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS 4 SPIKES 4 TABLE ON PLANS FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END ^^,, CONNECTION BI B2 W AT RAFTER TO TOP PLATE TO STUD NALL FRAM I NO L... HOEDOWN INSTALLATION OPTIONS: CONNECTION: .--"' •-^ V TOP PLATS TO TOP PLATE (PAGE-NAIL) 2-Ibd COMMON PER FOOT FOR NEW P. GONG. FOUND.'s ° ° ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. •'"'�• I HOLDOWN CAST IN PLACE w/7/b"4) THREADED ROD END OF STRAP. • _6"y sEE WHEN IN TOWN OF ISLIP OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • • • 1/5"(P THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� �I • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. kA ADHESIVE), $ FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 51MP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FACE-NAIL) I6d COMMON 16" O.G. ALONG EDGES FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS -• .. USE SAME • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOEDOWN USE ""^---.. FOR G.J. TO R.R. - a 16 d COMMON NAILS w/7/S"<D THREADED ROD ""`-•- REQUIREMENTS FOR --•• BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON I� PER FOOT V RAISED G.J.'s(WHEN AT G.J. TO G.J. CONNECTION: ENDJOIST, or BLOGKIN6 (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE $ OR BELOW I-�OLDOWN 'G' HOLDONN 'D' 2 16 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING -- i FOR NEW $ EXIST. ( FOUNDATIONS � FOR NEWLY POURED CONNECTION GI C2 •. JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-Sd COMMON PER JOIST FOUNDATION m ONE STORY ONLY • 0. (3) 2x FULL ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END HEIGHT 5TU,7,) CORNER STUD CONNECTED TO BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR A AT STUD TO FLOOR ASSEMBLY SIMPSON" HDG& (5) 2x FULL r o BLOCKING TO SILL or HOEDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD G2 "" TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK 2 LOCATIONS NOTED NAILS ® b" O.G. $ TOP PLATE (TOE-NAIL) ON PLANS IO" O.G. IF BLOCKED G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST CORNER POST NAILS ® EA. END OF STRAP 01, JOIST ON LEDGER To BEAM (TOE-NAIL) 3-8d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE $ OR 2-I6d OC MC N BELOW - 2 J6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST NAILS ® " O.C. ., BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON PER FOOT ROOF SHEATH I NO ° d ` STRUCTURAL PANELS: INTERIOR ZONE 8d COMMON b EDGE / 12 FIELD ` a "SIMPSON" 5T DI4 CONNECTION DI D2 I SOLID BLOCKING PERIMETER EDGE ZONE s 8d COMMON 6" EDGE / 6" FIELD HOLDOWN INSTALLATION OPTIONS: • EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 5d COMMON 4" O.G. UP TO Q" RAKE OVERHANG FOR NEW P. GONG. FOUND.'s •-•"""•'• HOLDOWN CAST IN PLACE w/7/8"4) THREADED ROD _---"" FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s + • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO '1/5"m THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATES) CONNECTION: D2 CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY t? 1/2" MIN. . _- -. GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ADHESIVE), $ FOR TEMR's O°F-40°F USE "SIMP5ON" AT FROM CORNER FOR STRAP - 3 8 d COMMON NAILS ® EA. (HIGH STRENGTH AGR'YLIG ADHESIVE) ONE #4 REBAR END OF STRAP (WRAP STRAP UNDER SILL PL) NALL SHEATHING FOR EXIST. / NEW G.M.U. (GONG. BLOCK) SPECIFIED ON D TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID $ CAST IN PLACE HOLDOWN o ° FOR EA. PLATE TO STUD ABOVE $ OR BELOW - w/7 8 cP THREADED ROD \\ 2 16 d COMMON NAILS STRUCTURAL PANELS 8d COMMON 6" EDGE / 12" FIELD d ALTERNATE CONFIGURATION - ABOVE STUD TO WA LLBOARD ALLBOARD 5d COOLERS 7" EDGE / 10" FIELD STRAP w/(3) ° FLOOR CONNECTION w/ # LPT4 SIMPSON (OR ----- r� 8d NAILS m EA.END N L. I N 15/S TR A F F I N O @ N N D O N/DOOR HEADER \ STANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ��- '`--� ��" OF EA.STRAP TO EA.J015T-(FOR FLOOR SHEATHING (SUBFLOOR) 2 ALTERNATE USE NOTATION: SIMPSON H2.5A) V STRUCTURAL PANELS: > A - NUMBER OF Sd NAILS m EA. END OF STRAPPING (2018 WFGM,TABLE 3.7,P. 18Q);WHEN 5TRAi'P No GONNEGTION E " 8d COMMON 6 EDGE / 12 FIELD REQUIRES OVER 14 NAILS,USE SIMPSON 0516 STRAPPING (OR EQUAL). "�� I or LESS: " " W B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (201b WFGM,TABLE 5.255,P. al) ••..-- "" �~ GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS m EA. SIDE OF HEADER(2015 WFGM,TABLE 5.250 P. 2a _�........•-- • ALTERNATE AS PER TABLE 3.23D,P. 2a3) "" ~� r ' 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED b" O.G. AT THE PANEL EDGE. H A D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER m EA. SIDE AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2018 WFGM, TABLE 3.7,P. 18a) FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK STUDS m EA. END OF HEADER(2018 WFGM,TABLE 5.22F, P. 255) ° PLATE(5) CONNECTION SHEAR CAPACITIES, NAILING REOUIREMENT5 FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G F - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(S) m EA. IDE ° d ^d 4 SLAB ON GRADE APPLICATION: ALTERNATE CONNEGTOR5 SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.8, P. 191) n PROJECT: 2 - WHEN WALL 5HEATHIN6 I5 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B F^ < a . d �E NAILS SHALL BE PERMITTED TO BE REDUCED TO I-I60 NAIL PER FOOT. E `~ FOR STRAP - 3 8 d* COMMON NAILS ® EA. g _ FOR ROOF THE WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH LAU R E L AV E N U E -..�T� Q� ._ de ° END OF STRAP (WRAP STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE FASTENING SCHEDULE B ° d a F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "'•-- USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2018 EDITION) FOR EA. PLATE TO STUD ABOVE $ OR BELOW - LOT V " ' 2 I6 d COMMON NAILS A NOTATION SIONAOE FOR TRUSS TYPE, PRE-ENGINEERED ROUGH A B G D E F G WOOD, AND/OR TIMBER CONSTRUCTION OPNG THE FOLLOWING 51GNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1135 LAUREL AVENUE 2'-0" 3 I I I I 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 �L. I I N/-O OF °' 7 L � OABLE ENDNALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. b'-O" BRAGINO/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - Gf I 3 3 3 3 S (5) - REQUIRES SILL PLATES OF 2"xb" (MIN.) TOP PLATE BLOGKIN6 2 FOR RAKES 12"OR HOLDOWN, ANCHOR BOLT, 8'-0" 12 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® <TO LOc NG® 1�2"0.0 VIDE GONSTRUGTION TYPE DESIGNATION SHALL LGTM+ 4'-O" O.G. AGHEIVE RAKE O.H. BE "I", "II", "III", "IV" OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES 540 - FOR WIND - EXPOSURES B$G - 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'-011 I6 2 5 6 6 6 BUILDING MINIMUM 51=LIGE'�",4 BUILDING MINIMUM SPLICE THE NYS 50. DIMENSION (FT) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: 8d NAILS EA.END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-6" 12'-0" 3'-01. OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, I6'-o" 3'-0"/3'-a" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER w AN� ®R 5OL<T S � I I �l/�-'tTI ®NS CONSTRUCTION AS FOLLOWS: '-O" 0' 20'-O" 4'-O"/5 2 -O" 5'-O" - "F" = FLOOR FRAMING, INCLUDING b"-12'I BLOGKIN6 2 BAYS II _ GIRDERS $ BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A $ 5.25, P. 15-7-160) 24'-O" 4'-0"/5'-0" 24'-011 V-011 BACK m 4'-0" O.G. - R - ROOF FRAMING CORNER Sall _ - "FR" = FLOOR 4 ROOF FRAMING DATE: 01 19 CONDITION FOR ALL STRUCTURES: r: / /24 3 OF 19 • %"41 ANCHOR BOLTS ® 39" O.G. 28-OI 5-OI/6-3 2,5-O 7-O I 51-011 iy SECOND FLOOR I P 1 " 1 " I I 11 1 II 36-O 7-O /8-a" 36-O a-O NOTES: I.TABULATED SPLICE LEN6TH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION U51NO 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE , ',' `'.,1 •m: s�a 4• „ LENGTH5,THE NAIL 5PAGING SHALL BE REDUCED IN ORDER TO 40'-0" 51-011/10'-01, 40'-011 III-O" "rp,` I. MIN. 'I EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS eR •: PROVIDE AN EQUIVALENT NUMBER OF NAILS •, ,�, .,' w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK m 4'-0" O.G. ' END I II 1 II I 11 I II I 11 F°•' 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. $ FILL 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50-O l o-O /12-6 50-O 13-O STROKE "{ �` CONDITION IN EXPOSURE B TYP.STRAP w/(3) k,a n TOP TWO COURSES SOLID 8d NAILS EA. END I II 1 11 I II 1 II I I1 T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60-O 12-O /15-O 60-O I6-O OF EA. STRAP 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEIGHTS FOR OTHER WALL HEIGHT5,H,THE TABULATED UNIT LATERAL LOADS SHALL BE MULTIPLIED BY H16; OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS FOR ALTERNATIVE WALL HE16HT5 MULTIPLY THE ABOVE 70'-O" 14'-0" 70'-0" la'-O" FIRST FLOOR PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTORY 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ 12" (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT), boo-oil16-O„ bol-oll FROM ENDS AND CORNERS (TWO ® CORNERS) W WALL- 1.125 L REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) IO'WALL- 125 BLOCKINC7 2 BAYS II'WALL- 1.575 THIS COLUMN w/MULTIPLIER BACK m 4'-0" O.G. RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WALL- 1.5 FOR 10'-0"WALL #I8-7 4,TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NO GRAPH I CS CONTI NUOU5 BUILT-UP C I RDERS, 5 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REQ'D FOR FRAMER TO HAVE A F I REBLOCX I` 0 FOR FLATFORM Y`4OOD FRAM I N0 WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC.] DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) CONNECTION 6 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED n DESCRIPTION TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE 5U`-PORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES Q MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-5TOPPIN6. NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE W 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST w STUDS STUD B (5)ROWS IOd NAILS a 12"O.G. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. J SUBFLooR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (2)ROWS 1/2" m BOLTS• 12"oz.STACeERED; JOINTED ON THE 5,AME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE N /SUBFLOOR G TWO-PIECE Q DBL.• ENDS PLATE SERVE AS FIRESTOPPIN6. � � � SOLE PLATE BUILT UP GIRDER P` MAX.32" NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE SOLE PLATE D (2)ROWS I/2" m BOLTS 0 Ib"O.G. TWO-PIECE 61RDER5 ARE TO BE NAILED FROM ONE Ir- O E (2)ROWS 1/2" m BOLTS a 24"O.G. 51DE WITH IOd NAIL5, TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPING. O .� CD BETWEEN 1/6 EACH PIECE, OTHERS STA66ERED WITH A DISTANCE 5 S. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 'C N �; O (2)ROWS 3-3/8'TRU55LOCK SCREWS a 12"O.G. a 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR OF NONCOM-BUSTIBLE FILL. O C z d'F SCREWED ON(1)SIDE OF MEMBER LINE; OR GIRDERS ARE TO BE NAILED FROM EACH CL 6 (2)ROW5 3-3/B'TRUSSLOCK SCREWS• W'o.G. SIDE w/ IOd NAILS, rW0 NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE > X `-e N SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN � 0 U I • JOIST, OTHERS STA56ERED w/ A DISTANCE OF 32 C (2)ROWS 3-3/8"TRU55LOCK SCREWS a 24'O.C. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE AS FIRE5TOPPIN6. 0 p m ate+ JOIST H SCREWED ON(1)SIDE OF MEMBER O +_ MAXIMUM OFFSET THREE-PIECE 'I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O � L0 (2)ROW5 5"TRU55LOGK SCREWS a 12"O.G. BUILT UP GIRDER MAX.52" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d c O C JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER p, 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q G O MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. (2)ROW5 5"TRU55LOCK SCREWS a Ib"O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPIO AND K SCREWED ON BOTH SIDE OF MEMBER PIECE, INGLUDIN6 INTERMIDIATE JOINTS, AND w/ THE BLOCKING 3 &. THE HEADER SERVES AS FIRE-STOPPING. PARTITIONS ® 32 O.G. STUD OTHERS STA66ERE7 w/ A DISTANCE OF NOT MORE L (2)ROWS 5"TRU55LOCK SCREWS m 24"O.G. BETWEEN I/b DOUBLE PLATE SCREWED ON BOTH SIDE OF MEMBER a 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE ASSEMLED A5 BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO STRINGER TO SERVE AS FIRE5TOPPING. CANTILEVERED FLOOR 1.BREAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR t coNNEcr10N PATTERN B'WHEN lo"OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH STUD 2.WHEN 5CREWINO OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP 61RDER GIRDERS ARE TO BE SECURELY ANCHORED TO HELD IN PLACE BY METAL LATH OR WIRE FABRIC,. SUCH I SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS CABLE END MASONRY PIERS FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF TRU55 , NAILED TO WOOD POSTS OR THE VERTICAL OPENING 19 SEALED BY PLASTER ON THE CEILING LATERAL MACE ® b'O.G.BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPIN6 SHALL BE JOIST 2) 10d NAILS TRUSS OR LEFT UNFILLED SO THAT HEAT FROM THE CHIMNEY CAN BE CARRIED G•�• AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL I I/� I G G I G I G�j G PLATFORM FRAME CONSTRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON I `�A I L I I `tO FATTERI `lJ FOR SIDE LOADED BEAMS (I0 . FLUSH I BEAMS) AS FIREBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE lo)8d -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRESTOPPING. NAILS FIRE- FIRE_ WOOD FIRESTOPPIN6 FIRESTOPPIN6 ■w STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING STOPPING MULTIPLE-PIECE MEMBERS J015T ' 5d COOLER NAILS® 10" O.G. ' U AILED ] BOLTED \ Vx4" BLOCK NAILED To EA.BRACE lid WS bd 2 ROWS " VERTICAL 2 ROWS s Ro I K 2 ROWS X�' 2 ROWS " BLOCKING " w/(4) IOd NAILS COMMON, COMMON� DOLTS a 24 BOLTS BOLTS 1,;,s^�,� FIRESTOPPIN6 WHEN • 12'O.G. O 12"O.G. O.G.5TA5GERED° • 12"O.G. O b'O.G. COVERING 15 APPLIED TO UNDERSIDE OF STUD 6YP5UM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. JOISTS III a DOUBLE PLATE . (10, 8d NAIL . NAILING ° ° ° ° ° LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 Sd COOLER NAILS® 10" O.G. BEAM SELECTION w/ STD ° ° JOIST SHALL BE LOCATED DIRECTLY .N� ENDWALL STUDS AS NOTED IN NOTES '1 8 5 ° ° ° ° ° ° ° ° s NONCOMBUSTIBLE ALTERNATE DENOTES ALT.FOR USE OF DRYNIALL SCREWS FIRESroPP1N6 LOCATION VIER STUDS,UNLESS TOP PLATE 15 4"® EDGE/12"• FIELD FULLY BLOCKED SOLE DESIGNED TO CARRY THE LOAD SCREWS�b - IY4"TYPE w OR s I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES FIRESTOPPIN6 WOOD FIRESTOPPING OF GIRDER 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAC5ERED TWO ROWS 6"o.c. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUCH THE FULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER USE WASH!ER_5 UNDER HEAD AND NUT. OO 0 0 0 0 0 0 0 0 0 OVERLAID ROOF s.STA66ER EACH ROW OF FASTENERS BY 12". O 0° 0° O 0° 0 0° 02'SPINCE ATTACHMENT(9) VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING IS FROM EACH SIDE. TOO BE FILLED MM NONCOMBUSTIBLE FIRESTOPPING S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b"O.G.OR TRIPLED FOR 4'O.G.NAIL SPAGIN6. LOCATION "I STD.NAILING FOR TOP LOADED MULTIPLE-PIECE;BEAMS: STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12'OR LE55 FIRESTOPPING LOCATION cl 4 8d NAILS LOCATION b a EA.END® R.R. b.5 ROWS OF 16d COMMON NAILS(12"O.W FOR DEPTHS OF 141,161 4 lb". LOCATION 10 FULL WIDTH �2' BLOCKING z0 - F- N GONSTRUGT I ON DETAILS N I ND LOAD FATH CONNECTION DETAILS TOP PLATE DRILL 2"4) INTO ROOF "r INTERSECTION DETAIL DECK FOR STRAPPING INSTL. — NOT TO SCALE EXIST.OR NEW N£W R.R. SET w/ R.R.BELOW UPPER TOP PLATI'LAPS 4 IOd NTINUOUS LOWI�R TOE NAILSV NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 3 EX. R.R.AS 5HOWN KING STUDS PLAN VIEW NOTE: P.R. IN LINE WOOD JOIS WOOD JOI CRIPPLE STUD BLOCK I NO JO I ST HANOE HEADER GENERAL REG2U I REMENTS FOR C ENERAL REG2U I REMENTS FOR W INSTALLATION OF OLI1`IOHED NAIL5 INSTALLATION OF TOE-NAILS GIRDER/HEADE WOOD GIRDER WOOD JOIST JACK STUDS e MAIN MEMBER w w u A 0. JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH OIRDER/HEADER TYPICAL HEADER CONNECTION 1. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT: MEMBERS/ DIAM.X S APPROX. 500 w/THE MAIN MEMBER d STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER, END, LAU R E L 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 q'O° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOTVl MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMF-5 THE DIAM. OF THE NAIL RAFTER O, No MORE THAN 2 TOE NAILS SHALL BE I5. TINSTAL ED IN EA.AVOID N5IDE OF A RAFTER OR GEILIN6 JOIST WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM FLAT BOTTOM PLAT 1135 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOTS TOP PLATE SOUTHOLD, N.Y. 11971 CH I M. CHASE SECURI NO © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: 0110 FIREBLOCKING DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARI NO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS T'O ATTIC FLOOR 6 BLK'6 TO R/L SIDES w/STRAPPING TO R/L SIDES) O w PAGE: TOP PLATE ® O Ja1 N WIND RESISTANT GONSTRUGTI ON CONNECTORS GHIM. CHASE WALL � �p U e 0 0 0 40 � CONNECTION LOCATION: PART NUMBER: NOTES: ■ 3° RI DOE-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS a z Q RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01/19/24 4 OF 19 ROOF _ p F Z o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER Nz REQ'D BLOCKING �' • PLATE-TO-WALL STUD C520 @ 18" TO ALIGN w/STRAPPING 4�� a APPLY TO EACH WALL STUD ® EA THE FIRST FL. � � X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or 0520 (9 56 ®z Q APPLY TO EACH WALL STUD • P ' "# �" FLOOWGL.6. O HEADER-TO-JACK STJD G520 12 APPLY TO EACH JACK STUD Cs'. r.. 14, _j T CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL ENDy � `F IST. FLOOR-UNDER-SILL =LATE C520 WRAP UNDER DOUBLE SILL PLATE (USE WITH 5" SQUARE WASHERS) SIDE V I EW PLAN V I EV�I USE THE FOLLOWINO OR APPROVED SIMPSON METAL GONNEGTORS FOR PROPER WIND RESISTANT GON5TRUGTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0EI ` ERA NEW PARTIAL HEIGHT 910'-0" _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.G. STL. 561-0" 20'-01, EXISTING TO REMAIN ``i WHEN APPLICABLE) Q NEW WOOD FRAME (L,G. NEW FOUNDATION WALL w 5TL. WHEN APPL I GABLE) 4 q N W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5'�L. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL - - - - - -I r +' • I C �_ POST FORE" WALLS), U.O.N. r - - - - - - - - - - - - - - - � I `- CO NE O W 2-HR FIRE RATED O i I s' 0 WOOD FRAME (L.G. 5TL. CV }" O WHEN APPLICABLE) I I - - - -I -$ O In z it I I I I CL 'ca `- � � it I I I I X _I m �o o co FOUNDATION PLAN NOTES i I I I-I I - - - _ I-I r- i .1- -�.__._w A-302 N O AS PER COVENANTS 4 RESTRICTIONS DATED 5TH i I I I I I I Q s p O OF MARCH 2O25: I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO I ELECTRIC, OAS, TELEPHONE, GABLE AND WATER,MUST BE LOCATED UNDERGROUND 2. UNDERGROUND 5TORA6E TANKS ARE PROHIBITED, EXCEPT THOSE NITH CORROSION PROTECTIONLREUIREMENTS N PLACE AND PROVIDE (2) NEW FURNACE5: O I. UNITS BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE 4-TON UNIT FOR I5T FLOOR "ZONE I ZONE 4'-O" - 2';UNIT LOCATED IN BASEMENT 3 PROVIDE 3-TON UNIT FOR 2ND Fl_OOR;UNIT LOCATED IN T SEE SITE PLAN FORATTIC I I I �•/ 4.VENT THROUGH WALL PROPANE TANK LOCATION .�. 5. F.A.I. THROUH WALL r 6.INSTALL AS PER MANU. SPECS. NEW MEGH. AREA: _ _ I I - W -�-, O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEG.'s I �� '- _ _ _ _ _ _••_ _ _ _ _ _ _ _ i _ � - _ 2.MAINTAIN 30"x30" CLEARANCE IN FRONT OF MECHANICAL \ I I I I 0 O � UNITS AS PER NY5 MG 306.1 2 •r �... •... :. '. ....: �,. .. :.. ... .�.� : ... ;. '•'. .•.....,' .. 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES \ �j J I - - - I I I �: ( z REQUIRED PER NY5 MG 504. \ 4.IF APPLICABLE, DISCONNECT, REROUTE, 8 RECONNECT EQUIPMENT TO EXIST. PIPING AS REQ.'D. \ I I a TYPICAL MECHANICAL AREA NOTES: \ cc ■- I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY 6 \ I ., I I I , ..• I I l,•� -�' ♦V/'♦1 "DUROCK (OR EQUAL) y \ ( I PORCH ABOVE 2. FOR WD. FR. WALL5 - PROVIDE ,,(I) LAYER OF 5/8" ' TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALL5) 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. 5PEC.'s AND AS PER NY5 MECH. AND FUEL 6A5 CODE 4. WHEN EXIST., MECH. EQUIP. SHALL. BE VERIFIED THAT 1 O IT CONFORMS TO NY5 MECH. AND FUEL 6A5 CODE BURIED PROPANE LINE 5. COMB. AIR VOLUME AS PER MANU. 5PEG.'s - PROVIDE I I 002 I I O FRESH AIR INTAKE FROM EXTERIOR 6• MAINTAIN OR PROOIDFSWRNAGE/BOILERELEGTRIGAL SHUT - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I - - - - - - - - - I - - - •„ •1. FOR 6A5 SERVICE,PROVIDE G?:5 SHUT OFF SWITCH � � 4'-O" • y • A MEGH. EQUIP. TO ALLOhI FOR PROPERI- 8. LOCATE i• - CLEARANCES AS PER CODE i q. PROVIDE 3" FLOOR DRAIN IFREG"D BY EQUIPMENT b I - - - - - - - - -- - - - - - - - I- - - - - - - - - - - $J- - - - - - - - - - - - - - - - - - - - - - , - - - CONNECT TO SANITARY SYSTEM AS PER NY5 PLUMBING GORE 10• NED THROU5H A COMMON NATURAL DRAFT VENTINGI SYSTEM SHALL COMPLY WITH ALL I I I Q SECTIONS OF 2020 NYS RG 62477. I I f I I I ! UNDER-FLOOR AREA VENTS O3 NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER 2020 IRG R405; INSTALL AS PER MANU. SPECS WITHIN 3'-0" OF BUILDING CORNERS • I I I :� I . OFREEZE PROOF H05E BIB: -; I I I I I ( I :•y ' -� 4 FASTENED w/ MASONRY ANCHORS (PRECISE p LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) ELECTRICAL PANEL: O ALL INSTALLATION AS ELECTRICAL NY5 ELI CTRIGAL CODE. I 6ARA6E SLAB BURIED PROPANE TANK: O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK I s I BASEMENT 2.INSTALL AS PER MAU. SPEC.'S I 1 1 3.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY d STORM KATER I FOR NSTALLAT BURIED ON LINES;REFER TO I ! I ( I I UNCONDITIONED;HED SPACE P SITE PLAN OWATER HEATER O O NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. I 1 I •' - -0 I�I - - - -� PROPANE WATER HEATER (OR APPROVED EQUAL). m I I J 1 I L 7HrvHT. WALL .L � W I. VENT THROUGH ALL. I UNDER-FLOOR A�oI Z 2.F.A.I. THROUGH WALL. I I VENTILATION I I I I I 3Q4 I I z 3.INSTALL PER MANU. SPEC.'5 I FLOOR A-402 DOOR NOTE: AREA 215 S.F. I I I O I O I INTERIOR 5G GALLED OUT I REQ. S.F. PROV. ON PLANS Y JELD-WEN' (OR EG:UAL) I U 2.INSTALL NEW EXTERIOR DOORS b VENTNHEN GALLED OUT � 1.4 S.F. 0.0 S.F. OOTE DOES Y 'THER GATE EACER DOOR D5E EQUAL). 3. I REQ'D PROPOSED;SEE DE516NATION5 d: DOOR SCHEDULE. 4.PLACE DOORS 4" MIN. FROM PEPZPENDIGULAR W I - - - - - - - - - - - - - - - - - -WALLS, U.O.N. I I I I I I I p 5. INSTALL AS PER MANU SPEC.'s I � �' •° �; UNDER-FLOOR 6.PROVIDE (2) 2"xI0" HDR., U.O.N. _ _ _ _ VENTILATION I I PROJECT: T. SEE PAGE 6-003 FOR ALL OTHER FRAMING - - - - - - - - - - - J ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. VENT j ( FLOOR 2234 S.F. I . WINDOW NOTE: F.A.I. iv I I I I AREA Oq I. ALL NEW WINDOWS 8 DOORS SWILL BE ANDERSEN I i I ( I LAU R E L AV E N U E CASEMENT,DOUBLE-HUNG, OR 6LIDIN6 (A5 NOTED). `r 55 REQ. S.F. PROV. INSTALL AS PER MANU. 5F'EG.'5. 5 I 'I VENT 14.a S.F. o.o S.F. LOT 8 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; QID SEE DESIGNATIONS d WINDOW SCHEDULE. 3.FOR SUBSTITUTIONS,5EE NOTE #:I IN 116LAS5 WINDOWS I O 1 AND DOORS" ON PACE 0-002. -75URIED ELECTRIC LINE 4.ALL CASEMENT WINDOWSTO HAVE STRAIGHT ARM HINGE. - - - - - - - - - - - - - - - - - - - - 5. ALL DOUBLE HUNG WINDOWS TO E3E TILT WASH I ( Oppl 11 e: PROVIDED: 35 LAUREL 6.IN GENERAL TEMP. 6L. SHALL B R R L AVE NUE 1 1 6.1. 4'-2 FOR ALL SKYLIGHTS d OPERABLE PANELS OF I 4-2 - -- - - 5WINGING,5LIDIN6, bBIFOLDDOORS 3-7 I- - - - - - - - - - - - - - -! - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOUTHOLD, N.Y. 11971 6.2. WITHIN 1511 OF F.F. I I dJ 6 4. WITHIN STAIRWAYS t WITHIN 56" OF A LANDING I I 6.5. WITHIN TUB/SHOWER ENCLOSURES A-302 u. __....._ ___._.._ ___ I A-302 PORCH ABOVE ( I DRAWING TITLE. 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 WATER SERV GE LINE j - '1. SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND :� I - - - PROPOSED FOUNDATION PLAN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xIO" HEADER U.O.N. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER i - NEW UP r. ,�' .. S•r t �:,• ( I O > r 1 , NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS _ � •:'• _ ;.,' �. 1 •. .,•., "+ •.. + LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-7.° ABOVE GRADE OR THE ADJACENT SURFACE ATTHE - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - E3UILDING EXTERIOR. ._. _ _ ._ ._.._..-.._..- ._..-.._. - EGRE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING \ \ I N g - PAGE: CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF ctE6RE55 SHALL BE FOLLOWED: \1 _ (15 RI AX. 8. 5" I QAn F1 47 Tr ra MN. I NET CLEAR OPENINO........... 5.1 S.F. \ ` 1 NET CLEAR HEIGHT............... 24" MINIMUM _j 101000 NET CLEAR WIDTH................. 20" MINIMUM - - - - - - DATE: 01/19/24 5 OF 1.9 D SEPTIC CONNECTION N 3'-q" 12'-B" 13'-7" qb_q 31_311 F .!`r:�,'(3,>•. Ile 601-01, 1� •• :. .. r � G i�ROFO5E17 FOUN17ATION PLAN (P SCALE: 114" SEE FADE A- 1 O4 FOR ! . I NL�10 I 1: OOR SCHEDULE 0 NERAL 5'**'1,'I'E3OL <E� : PARTIAL HrzI5HT _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.O. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) a NEW FOUNDATION WALL NEW WOOD FRAME (L.6. � i L K K W 5TL. WHEN APPLICABLE) W J � NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q C� N WOOD FRAME (L.6. STL. P05T FOR 4" WALLS y Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL IS'-l0" •Y O P05T FOR 6" WALL5), U.O.N. O WOOD FRAME(LR.5. 5TDL. 6'-0" \ � � N �; O NATURAL LIGHT � WHEN APPLICABLE) VENTILATION 0 C � z 4 FLOOR AREA 275 S.F. �' (� X � � I-It I-I O U N S.F. REQ. S.F. PROV. A-50 -- - ..- - --- -- - - - A-302 0 O m � O FLOOR PLAN NOTES LIGHT 22.0 S.F. I10.0 S.F. REQ'D 1O2 BEDROOM I `fl C O DOOR NOTE: A/C CONDENSERS: VENT 27s S.F. m a O OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II.O S.F. 77.5 S.F. II I. PROVIDE (U NEW 4-TON A/C CONDENSER BY "RHEEM" REQ D ON PLANS BY 'JELD-WEN' (OR EQUAL)• OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 _ 2.INSTALL NEW EXTERIOR DOORS WFIEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" r TRAY ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR GEILIN6� 3. NOTE DOES NOT INDICATE EACH N1EW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;5EE DEVONATION5 4 ,:700R SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE &ROUND NATURAL LIGHT 4 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WE16HT RATING VENTILATION WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WE16HT OF FLOOR 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. AREA bib S.F. D N '� - „ b.PROVIDE (2) 2"xlO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 -ry V -I L. -1. SEE PAGE 6-003 FOR ALL OTHER: FRAMING APPLIANCE, AND AT LEAST V FROM WINDOWS/DOOR5 = S.F. REQ. S.F. PROV. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. r LIGHT 15 4q.4 S.F. 84.6 S.F. 4 STAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: N REQD 2 114 / ■ I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL VENT 24.7 S.F. 68.0 S.F. v Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR IST FLOOR "ZONE 1" 4 "ZONE REQ D V 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2 UNIT LOCATED IN BASEMENT NOT EXCEED THE SMALLEST BY MORE THAN ". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN m 3. HEADROOM IN STAIRWAYS SHALL. BE AT LEAST 6'-5". ATTIC LINEN J 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 2 tt1 ■ 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. b.INSTALL AS PER MANU. SPECS. g 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN 13 RESERVED 17-b �i O ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR O U OR MORE RISERS, AND WHERE 5HOWN ON PLANS. `t V WALK-IN q 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED I G 05ET r: 0) WALKING SURFACES LOCATED MORE THAN 50" ABOVE 14 NEW LAUNDRY GLOSET/ROOM: z COVERED 73 5F BATHROOM I _ FINISHED FLOOR OR 6RADE, 4 WHERE SHOWN ON PLANS. I. NEW WASH /DRY HOOK UP D - PORCH 0 122 S.F. 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s , O (J, fz 7. 42' HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO F 1 255 S.F. JT w/SIZE OF EQUIP. ►- ALLOW PASSAGE OF A 4 � SPHERE;36" HIGH � O IL. z O HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 3.PROVIDE HOOK UPS AS REQ S PER MANU. N up - PA55A6E OF A 4" 4) SPHERE. 5. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: m o q. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR ' 1 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 4'-5" II'-2" 10'-1�2" II'-4y2" b'-10" - OPENINGS WOOD TREADS, R15ER5 4 TOPRAIL; METAL 3.DUCT SIZE AS PER MANU. A A E F N �IA�50VS�eABOVE 103 I'-O° SOFFIT VENT m ® SPINDLES 4.DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER j VE i 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 2B WOOD TREADS, RISERS 4 TOPRAIL 4 SPINDLES SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO I 2b'-q" 3'-6" Iq'-4" I IN CEED 5 FEET AND ACCORDANCEWITHSULALL BE 2 58A,LISTED AND LABELED 21 IO _3 DW ® I \ 20 A SMOKE DETECTOR / GO DETECTOR NOTE5: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/ SMOOTH INTERIOR SURFACES WITH JOINTS I 7 J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES SCREWS I _ BUTLER'S v- SHALL NOT BE REQUIRED WHERE EXISTING ALARMS O I I I '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE I i m PANTRY KITCHEN ' 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 i b7 STET I 262 S.F. a ( I I I 2_p E, PER GENERAL ELECTRICAL NOTES ON PAGE G-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES = 1 '" HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. T ` I I I I I 4 OPENINC75 TO BATHROOMS w/5HOWER OR TUB. p ENTRANCE TO 5. INSTALL ALL AS PER MANU. 5PEG.'5 r ANTRY;BUILT IN O ( I I WITH CABINETS 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR �o I I I THERM05TAT: I O IN COMPLIANCE WITH LOCAL GORE; � 1 3 q - I GREAT ROOM 14'-6" GL6. I TRAM, `� 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: I I - ZONE I: FIRST FLOOR i cccl 0 627 S.F. H6HT. _ WINDOW NOTE: � a � = - � _ GEILIN6� (�4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR ` j I i I O I I ABOVE I I6 CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). 2• H.O. TO SELECT MODEL; INSTALL AS PER O ` _ L MIGROJ � I I MANUF. SPECS �j 2 GAR GARAGE AUNDR - - INSTALL AS PER MANU. 5PEG.'5. tY Try T I• f I 462 S.F. 2.NOTE DOES NOT INDICATE EACH N'EW WINDOW PROPOSED; � m � SEE DE51ONATIONS 4 WINDOW SCHEDULE. i 12 S.F. 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS NEW GAS FIREPLACE INSERT. CONNECT AS PER I ( ( I I I AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NY5 STATE 4.ALL CASEMENT WINDOWS TO HAVE: STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY 5. ALL DOUBLE HUNG WINDOWS TO BE: TILT WA5H VENTING. 6.IN GENERAL, TEMP. 5L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIOHT5 4 OPERABLE PANELS OF - 5WIN61N6,SLIDING, 4 BIFOL_D DOORS ELECTRICAL METER: i / i NEW O I i /L I � II N 17 6.2. WITHIN 16" OF F.F. INSTALL NEW ELEG. METER AS PER NYS MEGH. CODE, 4 UP Ul y 6.3. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS Z I t n !'- 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING tl 22-II 15 i ( w 6.5. WITHIN TUB/SHOWER ENCLOSURES I 106 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 -T. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND IRRIGATION, LANDSGAPIN6 AND FERTILIZER I q WET BAR s 0 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS ff RESTRICTIONS - -' - - '- '-' - '- 'J � =ry p0 U -..-..-..-..- . I HVAG RTR O 14'-6° (2) 2"xlo" HEADER U.O.N. DATED 5TH MARCH 2O25: U 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER N m i 105 1 - - NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT rn O T - LESS THAN 24" ABOVE F.F.,THAT ARE MORE THAN'12" OVER-WATERING _ m ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR � BENCH $ BUILT-INS in �l BEDROOM 2 tr BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED "„ U1 i- Isa S.F. ri Q 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE _ <'"`'"' `` EGRESS NOTE: - �' in °ATTIC C] REQUIRED IN LAND50APIN6 r IN COMPLIANCE WITH NEW PORK STATE BUILDING 4.THE USE OF FERTILIZER PRODUCTS CONTAINING Ib'-O" 5' q" H `T H O NATURAL LIGHT 4 _ CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF i I10 = 5 J EGRESS SHALL BE FOLLOWED: NITR06EN,PHOSPHORUS OR POTASSIUM IS PROHIBITED ( I GL. VENTILATION \ BETWEEN NOVEMBER I AND APRIL I O O O PROJECT: Ai 5. ONLY OR6ANIG FERTILIZERS WHERE THE WATER-SOLUBLE NATURAL LIGHT i 15q S.F. NET CLEAR OPENING........... 5.'1 S.F. - POWDER FOYER O FLOOR NITROGEN 15 NO MORE THAN 2051; OF THE TOTAL m VENTILATION j ROOM b = 222 S.F. ( _ ! BATHROOM 2 AREA NET CLEAR HEIGHT............... 24 MINIMUM LAU 1 �i E NET CLEAR WIDTH. NITR06EN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS 17 ! ! T - S.F. PROV. 64 5.F. HT EL AVE 20" MINIMUM b.A MAXIMUM of I POUND OF NITROGEN PER lOoo SQUARE `fl FLOOR m \ 5 F REQ 5 15q S.F. , 2q S.F. ` 8 /�-�J FEET IN ANY ONE APPLICATION, WITH A CUMULATIV AREA 1- q - LIGHT TYPICAL BATHROOM NOTE: 12.7 S.F. 0.0 S.F.SF q cv LOT H O I WALL BOARD APPLICATION OF NO MORE THAN 2 POUNDS PER I,000 ;; S.F. REQ. S.F. PROV. Oi REQD I.I. INSTALL MOISTURE RESISTAAlT GYPSUM BOARD IN SQUARE FEET PER YEAR IS PERMITTED 3_q 7. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS LIGHT 4 IOgQ;D 6.4 S.F. O.O S.F. III $ ALL BATHROOMS 12.7 S.F. 67.2 S.F. „ I07 101 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A REQ D I'-II O I'-II'�6-3' O ^y SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE VENT TUB SURROUNDS `: 6.4 5.F. 63.0 S.F. :: u r.>.• . ""•;„:r E: :a;•,. ENOUGH PHOSPHORUS REQ D 1135 LAUREL AV E N U E 2. SHOWER FLOORS 8.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS = � 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP r 2.2. CONCRETE MUD-SET (SLOPE 1/5" PER FOOT m ' I A B B A A B B A SOUTHOLD N.Y. 11971 TOWARDS DRAIN) UPON DEN 108 =T I ABOVE ABOVE ABOVE ABOVE ? 2.3. WATER PROOF MEMBRANE T'O COVER SHOWER 222 S.F. B tt "' 5'-Oy2" 7'-5" 10'-1/2" 14'-qy2" 8'-3y2" 3'-3" FLOOR, WRAP DRAIN 4 ATLEEA5T IS" UP WALLS _ -.._. -.._.. _. _.._. _..- .-..-..-..-.. - _ NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: V A-302 ; ____ _ _ A-3024 -°� DRAWING TITLE: I�:: i NEW NEW UP COVERED IL U1 O VENTILATION IS NOT MET BY MEANS OF NATURAL clO% OF THE PERMANENTLY INSTALLED NEW LIGHTING = r PORCH CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, �� 1 DN 2 = 25o S.F. PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES AS PER NY5 MEGi 4. CODE SECTION AS PER 2020 NY5 EGG R404.1 - a 405.5.2.5; INSTALL AS PER MANU. SPECS OPEN ElABOVE z NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: mEl X r N_ O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING V ® t SEE ALSO PLUMBING GENERAL NOTES ON PAGE 0-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 2 R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG `i' NEW FLOOR: R403.4 4 R403.5: .2 PAGE: O I. NEW PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW): SCREW PERIMETER OF 5HEATHIN5 b" o.G. 4 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING V - INTERIOR. FLUIDS >I05'F OR <55°F (R403.4) Q 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER Ix->3- 5. _3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT p� V V I Ou" NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ` ' O" 10 2 ■I. NEW TILE FIN15H (H.O. TO SELECT) UPON PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON MANIFOLD 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB - 7. BURIED PIPING BT AT BT AT BT DATE: 01 19 24 4.NEW " PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW) 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS D ABOVE ABOVE ABOVE � � 6 OF 19 SCREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. i INTERIOR. b,_42,E to NEW ATTIC. ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLA55 (5TC) FOR 3,DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q ACCORDANCE WITH A5TM E q0. INSULATION ABOVE w/WD. FR. (OR EQ.) BAFFLE OR 80-0 <�, "^ RETAINER TO NT FROM NO DWELLING WHEN OP OPENED, AS PER 1NY5 EGG R4021.2.4 (OMIT WHEN ATTIC ACCESS DOE5 NOT PENETRATE I �I `.^r - THERMAL ENVELOPE OF BUILDING). PROPOSED FIRST FLOOR PLAN `� 5. INSTALL AS PER MANU. 5PEG.'s S.F. 11 Q Q / //�� = }"^ b.CONSULT H.O. FOR PRECISE LOGAI7ION OF ACCESS. 2 8OO ✓ -TL3 I T, �L SSG 28C S.F. JROSSR SCALE: 1/4" = I'-O" - 4„ / / / SEE FADE A- 104 FOR ,I/IIIIIIl 1ND0N E)00R SGHEDUL EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. EXI5TIN5 TO REMAIN WHEN APPLICABLE) Io'-O" lo'-o" Q NEW WOOD FRAME (L.O. NEW FOUNDATION WALL L K K 0 5TL. WHEN APPLICABLE) W , � J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL co WOOD FRAME (L.O. 5TL. ® POST FOR 4" WALLS - - - - - Q := Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL F C _O P05T FOR 6" WALLS), U.O.N. I O r COO NEW 2-HR FIRE RATED _WOOD FRAME (L.5. 5TL. I '� of N _O WHEN APPLICABLE) I '' O Z d- -I - - - _ _ ... I-1 X -leCq O U N A-30 I A-302 O O m .- O FLOOR PLAN NOTES `- I .;� N o + 1.c� O0 DOOR NOTE: A/C CONDENSERS: Q OjI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (I) NEW 4-TON A/C CONDENSER BY "RHEEM" I a BELOW ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDER5EN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR I " 3. NOTE DOES NOT INDICATE EACH NEW DOOR 3. INSTALL A5 PER MANUFACTURER SPECS. PROPOSED;SEE DE51ONATIONS d DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND $ PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALL5, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 5. INSTALL AS PER MANU 5PEG.'s CONDENSER. D 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS 7. SEE PACE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOOR5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. STAIR $ RAILING NOTE: I -f� PROVIDE (2) NEW FURNACES: O I. ALL NEW STAIRS SHALL HAVE MAX. 8-1/4" Rf d MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL I I I I U Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" 8 "ZONE 2. 6REATE5T R15ER HEIGHT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT NOT EXCEED THE SMALLEST BY MORE THAN 911• 5.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN - - - 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". ATTIC I I I I e 4. STAIRS SHALL HAVE THE FOLLON11N6 CLEAR WIDTHS: 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HEIGHT d IANDRAIL5: 56" MIN. 5. F.A.I. THROUH WALL NATURAL LIGHT $ I NATURAL LIGHT & --�-4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS.4.5. BELOW HANDRAIL, RAILS ONBOTH SIDES: 21" MIN. VENTILATION VENTILATION RAILSSHALL ED ON NOT LESS THAN FLOOR 5 ONE 5 DE OF EACH PLICHTT 01F STAIRS GONTA NINC FOUR 13 RESERVED AREA 241 S.F. I AREA 205 S.F. I I I I U OR MORE RISERS, AND WHERE SHOWN ON PLANS. b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED S.F. REG. S.F. PROV. S.F. REG. S.F. PROV. WALKING SURFACES LOCATED MORE THAN 50" ABOVE NEW LAUNDRY CLOSET/ROOM: F FINISHED FLOOR OR&RAPE, b WIAERE SHOWN ON PLANS. 14 I. NEW WASH /DRY HOOK UP LIGHT I z L16HT 2.COORDINATE LAUND. ROOM 8 DOOR DIM.'s D REQ,P Iq.B S.F. 27.8 S.F. I REQ,D 16.4 S.F. 36.3 S.F. ♦^ 7. 42 HIGH GUARDRAIL d SPINDLE SPACING NOT TO w � I ( I I V, ALLOW PASSA&E'OF A 4" (P SPHERE;36" HIGH w/SIZE OF EQUIP. O VENT VENT HANDRAIL b SPINDLE SPACING NOT TO ALLOW 3.PROVIDE HOOK UPS AS REO'S PER MANU. N REQ,P q.q S.F. 13.2 S.F. I IL REO,D 8.2 S.F. 34.5 S.F. PA55A&E OF A 4 oP SPHERE. i0 8. 6RIPPABLE RAIL AS PER GODS. DRYER EXHAUST NOTE: - q. RAILING 8 TREADS TO BE WOOD 1. DUCT SHALL TERMINATE TO EXTERIOR II'-10 48'-3° 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 15'-10)/: " 28'-by2" II OPENIN65 WOOD TREADS, RISERS 4 TOPR/11L; METAL 3.DUCT SIZE AS PER MANU. - ABOVE ABOVE ABOVE I I I I ® SPINDLES 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER P U T Q P 5 I G G G 5. TRANSITION DUCT5 SHALL NOT BE CONGEALED WITHIN - - - - -ITHIN - - - - - - - - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO -_-_-_-_-_-_� _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ; .;;. ::<g <' - - CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - - - - - - - - - -� - - 2B WOOD TREADS, RISERS 8 TOPRAIL SPINDLES SHALL BE LIMITED TO 51NOLE LENGTHS, NOT TO I = EXCEED 8 FEET AND SHALL BE L15TF-D AND LABELED IN ACCORDANCE WITH UL 2155A. SMOKE DETECTOR / CO DETECTOR NOTES: 6.EXHAUST DUCTS SHALL BE MIN O.OIb THK RI6D II _ O3 I. CONTRACTOR SHALL PROVIDE C0;7E COMPLIANT I I METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS - SMOKE / CARBON MONOXIDE COM13INATION DETECTOR HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS RUNNING IN THE: DIRECTION OF AIR FLOW. EXHAUST 2.INTERCONNECTION BETWEEN NEW $ EXI5TIN6 DEVICES SGREWSHALL NOT BE CONNECTED WITH SHEET-METAL I I 1 - 20q SHALL NOT BE REQUIRED WHERE EXISTING ALARMS -7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER �' `VALUED 0 8 ARE NOT INTERCONNECTED, AS PEIZ NYS R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE r I I ~ ( WALK-IN � 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND u DORMER BEDROOM 4 MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 lL CLOSET p ABOVE �-(8} WALK-IN `� PER GENERAL ELEGTRIGAL NOTES ON PAGE 0-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH q0° I 43 S.F. \ G OSET �0 20s S.F. 4 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I I I 5 NOT INCLUDE THE TRANSITION DUCT. 43 S.F. ff OPENIN65 TO BATHROOMS w/SHOWER OR TUB. `p 5. INSTALL ALL AS PER MANU. SPEC.'s cV q cV b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ',: ?,::;? ;.,;:>.,;:: ";:: :;.;:: BEDROOM 3 IN COMPLIANCE WITH LOCAL CODE THERMOSTAT: b -O 241 S.F. O - 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: BATHROOM 4 WINDOW NOTE: - ZONE I: FIRST FLOOR - I 203 O4 I. ALL NEW WINDOWS d DOOR5 SHALL BE ANDER5EN - ZONE 2: SECOND FLOOR m 7o S.F. I CASEMENT, DOUBLE-HUNG, OR &LIPINC (AS NOTED). 2 MANUF SPET MODEL; INSTALL AS PER p11 2O8 ��VA>� INSTALL AS PER MANU. 5PEC.5. GS <TTRR 2.NOTE DOES NOT INDICATE EACH N=W WINDOW PROPOSED; 5'-5" - O p jib) =77 SEE DESIGNATIONS d WINDOW SCHEDULE. 3. FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS NEW 6A5 FIREPLACE INSERT. CONNECT AS PER m AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NY5 STATE C .D 4'-4" 17'-2" 4.ALL CASEMENT WINDOW5 TO HAVE 5TRA16HT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY _ 5 3 6 6 dl dJ _ _ _ _ _BATHROOM 3 � 3 ;; 5. ALL DOUBLE HUNG WINDOWS TO BE: TILT WASH VENTING. , b.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: _ _ 130S-P.- - - - 6.I. FOR ALL 5KYLIOHTS $ OPERABLE PANELS OF °4 CATHEDRAL � 204 10� O 5WIN61N6, 5LDING, E BIFOL.D DOORS 17 ELECTRICAL METER: CEILING .D D D ( ry - 6.2. WITHIN 4 OF F.F. INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 4 20 In I z 6.3. WITHIN 24" OF A DOOR UTILITY GO. STANDARDS �n 6.4. WITHIN STAIRWAYS 8 WITHIhi 36 OF A LANDING q Lu 6.5. WITHIN TUB/SHOWER ENCLO�5URE5 7 I LGD - _ I 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 - I - - - - - - - - - - - - - - - - -_ 7. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND IRRIGATION, LAND50APINO AND FERTILIZER - m O - - - - - - - - wINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS 8 RESTRICTIONS m G 0 . m �TR VA 205 (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: LINEN I W 2 8 NYS R312 FOR OPERABLE W W INDOWS P41NMOVA FALL PROTECTION SHALL BE PROVIDEDL HE 6HT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" OVER-WATERING I ATTIC/STORAGE /\ ABOVE GRADE OR THE ADJACENT' SURFACE AT THE 2.THE USE OF SYNTHETIC, FERTILIZERS, HERBICIDES OR F I II'-3 4'-4" FAMILY ROOM UNFINISHED, BUILDING EXTERIOR. PESTICIDES IS PROHIBITED tY I UNCONDITIONED SPACE 3.THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE 465 S.F. EGRESS NOTE: I I I LAUNDRY REQUIRED IN LANDSCAPING II//''.. ^^''��II O IN COMPLIANCE WITH NEW YORK STATE BUILDING I - � ROOM �T� 4.THE USE OF FERTILIZER PRODUCTS CONTAINING `-' � CODE,SECTION R310.2.1;THE FOLLOWING MEANS OF I I zs Q ! bb S.F. NITROOEN, PHOSPHORUS OR EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBERI AND APRILSSIUM IS PROHIBITED I a I PROJECT: IC k4HERE THE NET CLEAR OPENIN6........... 5.7 S.F. 5 NITROGNLY EN 5NNO MORE FERTILIZERS 2% OFT OTA SOLUBLE I I VENT III CLEAR HE16HT............... 24 MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS I LAU R E L AV E N U E NET CLEAR WIDTH................. 20 MINIMUM 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 5OUARE I 14 THROUGH ROOF TYPICAL BATHROOM NOTE: FEET IN ANY ONE APPLICATION, WITH A CUMULATIV I VAC, O I. WALL BOARD APPLICATION OF NO MORE THAN 2 POUNDS PER 11000 I �TR>� I I LOT 8 I.I. ALL INSTALL M01 TUBE RE5I5TANT GYPSUM BOARD IN SQUARE FEET PER YEAR IS PERMITTED I IS 7FERTILIZER 5 PROHIBITED UNLESSESTABL� 1 SH N6A NEW LAWN OR A - - 12'-5" 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE - - - - - - - - - - - - T . 'L „ - - - - - - - - - - - - - - TUB SURROUNDS -I _ _ 2. SHOWER FLOORS ENOUGH PHOSPHORUS ;•x.:;.,;, X£ :, : n - - - - - - - - - - - - �- 1135 LAUREL AVENUE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 8.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS 2.2. CONCRETE MUD-SET(SLOPE 1/&" PER FOOT SURFACES SHALL BE IMMEDIATELY PICKED UP _ TOWARDS DRAIN) UPON I I G GEILIIN6 L IABOVE E ABOVE E ABOVE I SOUTHOLD, N.Y. 11971 2.5. WATER PROOF MEMBRANE TO COVER SHOWER I I 22'-6" FLOOR, WRAP DRAIN d ATLE:AST 18 UP WALLS I I A-502 -NEW-UP - DRAWING TITLE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: Ob VENTILATION 15 NOT MET BY MEANS OF NATURAL qOK OF THE PERMANENTLY INSTALLED NEW _lv LIGHTING - - PROPOSED SECOND FLOOR PLAN G CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, O 2 OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AS PER 2020 NYS EG R404.1 1 1 I dj z 403.3.2.3; INSTALL AS PER MANU. SPECS \ - OPEN BELOW1 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: \ \ I ® 3a O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING NATURAL LIGHT 4 SEE AL50 PLUMBING GENERAL NOTES ON PACE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN GT a CT VENTILATION R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG 4_p FLOOR NEW FLOOR: R403.4 a R403.5: r 465 S.F. PAGE: c _ AREA O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE B SCREW); \ \ O pp SCREW PERIMETER OF SHEATHING b" O.G. d 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING \ - - __ -T S.F. REO. S.F. PROV. INTERIOR. FLUIDS >105°F OR <55"F (R403.4) - - _ _ `� Q 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 4 p R1EQ D 37.2 S.F. 44.4 S.F.ii D N 3. PIPING SERVING MORE THAN (1) DWELLING UNIT ; m A-103mOO NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE (V „?_ RREEQ D 18.6 S.F. 54.5 S.F. O 1. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THINSET(LEVELED PROPERLY) UPON MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB 3.NEW " DUROGK GEMENTE30ARD (OR EQUAL) UPON 7. BURIED PIPING BT CT BT GT BT CT 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE a SCREW); 8. SUPPLY $ RETURN PIPING IN RECIRCULATION SYSTEMS IIQM�fi ABOVE ABOVE ABOVE DATE: 01/19/24 7 OF 19 SCREW PERIMETER OF SHEATHING 6" O.G. d 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS.INTERIOR. 1 6 I�2 to NEW ATTIC ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: 1. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLASS (5TC) FOR 3.DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN 4.WEATHER5TRIP ACCESS OPENING 4 PROVIDE R-4q ACCORDANCE WITH A5TM E q0. INSULATION ABOVE w/WD. FR. (OR EG) BAFFLE OR RETAINER TO PREVENT INSULATION, FROM ENTERING DWELLIN6 WHEN OPENED,AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE �THERMAL ENVELOPE BUILDING). FROPOSED SECOND FLOOR PLAN 5. INSTALL AS PER MANU.U. SPEC.s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. <. 1,45-7 S.F. HAE3I7ABLE Si=A(fE; I,45-7 S.F. OROSS AREA SCALE: I/4" SEE FAOE A® 104 FOR N 1NDON BOOR SCHEDULE \ \ �v/yIIwm .. \ ..\ \ >`\. .. .:.':: �\�\�\..x \\..... .\ m. .. ....\. >.. ..... \a�\. .. \\\.. ..\. \,\\. - NEW PARTIAL HEIGHT DOOR \� EXISTING TO BE DEMOLISHED b� 1Ft WOOD FRAME (L.G. STL. TAG DESCRIPTION MANUFACTURER yw „ " FIRE Q EXISTING TO REMAIN WHEN APPLICABLE) \ \\\\x o\t \\ "�\M \` .. ,` NOTES RATING Q \ WIDTH HEIGHT 0 . \\\ \\ NEW WOOD F ME (L.G. NEW FOUNDATION WALL s"m\ ' 45 MIN. RATED N APPLICABLE) ST . WHE \ LF GL051N6 M ...\ \ �\. \\\ �. .i. \ i�\e \ �., =x .\. \. �.\ \ \\\•\\\ \\\ \ s a. \ \.\..\\ \. \.\. ..a .\.. ?`\ \.. ( \. VMF \ L\\ \ <. ... \.\_ \.. ... .... .��....>.`>..... .\..�.a..�:' \cis. .\ \.\.. '>\�x\ \... \ > �\' \. co c..�.\ .\\\.\.: sue:�\..` e�..> \\.a`'''t it:':\a:. .«..w., "a\t��,�.• t«,�a,al\l\\x �\ NEW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL - --- " M Cy) ® 101 SWING THERMA7RU ti s: :;'' .... \ CURVED TOP W/ Q '" WOOD FRAME (L.G. STL. POST FOR 4 WALLS 7 8 O p ► " \\ • ELIGHTS O WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL `,: SID POST FOR 6" WALLS), U.O.N. 1 `' :; , O NEW 2-HR FIRE RATED 102 SLIDERS ANDERSEN 10-O \\:tx ' \\ FRAME G. STL. F \: <' \\\ \\\' O CO WOOD FR (L :° cj WHEN APPLICABLE) 103 SLIVERS ANDERSEN 10'-O" \ I \. ,' o O 104 GARAGE '21 :, \ '� r OVERHEAD :.<:i'»' m?� ! ; ;. \ .; .\ >+ CU N 105 DOUBLE SWING JELD-WEN -oil I 0 '° `'„ > ' „ O O m PROVIDE (2) NEW FURNACES: C I. UNITS BY RHEEM" OR APPROVED L 2-8 8-O \\ \ r' a- p Q 106 SWING JELD-WEN ,:.,e` _ \ ,_x: 2.PROVIDE 4 TON UNIT FOR 15T FLOOR "ZONE 1" 8 "ZONE +»..sue,»A,�r. »;.•.y.,«#•\.:. `\.. 2";UNIT LOCATED IN BASEMENT' 5. PROVIDE 5 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN LD-WEN \`:\ \ 10'i SWING JE 1E2'-4" 8'-O" '` t. ATTIC \\ _ >,\...\ 108 SWING JELD-WEN 2-8 8-O ,.\\it•y ,\�,' _\\�, ��:,�? 4.VENT THROUGH WALL 1� 5. F.A.I. THROUH WALL 6.INSTALL AS PER MANU. SPECS. IOa SWING 1 I ;\IE JELD-WEN 2-6 8-O \".. \. \\ I10 DOUBLE SWING JELD-WEN 4'-0" v-O" `•1 F \'' >` III SWING JELD-WEN 2-4 8-O \ �i \\\ ` \ := V 112 SWING JELD-WEN 2'-b" 8'-O" _ o '. _7E 113 SWING JELD-WEN 21 IILu -4 8-O ii 114 SWING JELD-WEN 2'-b" 8'-O" ■- �... .a. \ .\\ r \ ...,.\ la� \. .«.. ,O \...\\\ .'u_: 201 SWING - - JELD-WEN 2'-611 81 Oil \\\\\ u , ♦/^� SWING JELD-WEN 2'-411 81_OII '\ : V♦ 202 203 SWING JE D-WEN 11 0' ``` a ;\ .• W ,._ .:. > a \\ 0. - - - - - - - - - - - 204 SWING JELD-WEN -oil \\\\ \\\ - - - - - - - - - - �� 8 205 SWING JELD-WEN 11 �\s- ,t 206 F-2 0-7 SWING 2'-bll 1 JELD-WEN \ =;> 205 POCKET JELD-WEN w,a 20�i DOUBLE SWING JELD-WEN ° ' '\'\\\. RW 8 O \\`\\\ \ x \\\. \ im 7 ME 001 THERMATRU 2' 8" 8' I I ' �° ::.< ..:....'max., ..s;...,. . JELD-WENLl= 11 1 `` :: o;., \ .\ 005 JELD-WEN - - - -- - - - - - - - ATTIC UNFINISHED, - -� ALL NEW WINDOW5 SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 4 5TRAPPING DETAILS. UNCONDITIONED SPACE D '" SEE DOOR SCHEDULE FOR ALL GLA55 DOORS FROM SAME MANUFACTURER In 1 ** FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER \\ \ is \\ \ \x \\ �. \ \ m .\e`\\... a EGRESS \\ CLEAR LIGHT VENT WINDOW DIMENSION TAG TYPE MODEL # OPENING AMP PROV. PROV. WIDTH REO'D: 20" PER PER N t, � \\ \�«• - HEIGHT f.. •\ REOD:24 UNIT UNIT WIDTH HEIGHT OPEN REO'D: Z 5.'7 S.F. w A CASEMENT GXWIb \ - �> x 2-I I 141 14.0 0 \ \ : AT CASEMENT G>:WI6 ": b"s v `_ �\ ' D.. ".a\ 2'-I I 11 5'-I I II 14 p 14.1 14.0 0 B TRANSOM AR31 � w \.. IIIGGG i-5 Zn 2.'7 : ... BT TRANSOM AR31 \\\\ G CASEMENT GXWISLU \ \\ _ y Q SUP \ 2-II 4' II 111 11.5 \ 12.1 11.5 CT CASEMENT GXWIS \\\ \ \\\\ 't.. \\ '` 2'-11 911 4'-II 711IF 11.5 p 12.1 11.5 PROJECT: D CASEMENTIF GXWI55 \.' . -O. \ : '- " 2'-I I 51_412.6 E CASEMENT GW 15 1 1 I LA U R E L AV E N U E \ ;:... \,.,;.: 2-4 4-11 j 5.6 q.2 8.6 6 NDABOVE �E `\ \` c<. r S.t .: F TRANSOM AR251 \\\\- a\ LOT V °., �� @ '• < ! III I I_511 ..: ,.:....I- 2-4 2.0 �N fi G CASEMENT 2'-IIV_ 6.5 6.8 6.5 HT CASEMENT Cx14 4'-0" 7.7 p 8.IIF ,., 1135 LAUREL AVENUE J PICTURE P4045 \. 14.5 SOUTHOLD N.Y. 11971 � N 1_OII 41_4( ll JT PICTURE P4045 \. \` 1 " 1 Ell p ,.. .:\ 14.5 DRAWING TITLE: \ .;. K 7RAN50MF \\ 2."1 AR31 '-O \ \' 1��S �'\ 2'-I I :;;1; \`\` "''' PROPOSED ATTIC PLAN \ WINDOW & DOOR CHARTS L PICTURE P5040 " ... :` 41_O111 \..;c :.. -IF L - - - - - - - - - - - J I [-N \\,\ \..�\\ 1 II I it M TRANSOM1[ c ? " .. I-'S \\a 4-O I-S 3.8 - - - CASEMENT GWI4 4 2'-4 4'-011 b.8 '7.2 6.8 :.. .aa PAGE: P CASEMENT \\' GWI35 \:'2` E \ II I " ' It \\\ - ;` ;... 2-4 3-4 6.0 5.1 Q CASEMENT GXWI35 \ ":: ' 3 D :' ,\\� ' .. 2-11 3-4 i "1.8 'i.sJ.0 A OOA PROP05E � ATT I G PLANA_ 9+ R SPECIALTY IFAFFW8006 \"t' li #:\\ "\, `I'��i'" Cma USTOM \, 5 UNEQUAL LEG \\\\ \ 3EI~ . Y c DATE: 01/19/24 8 OF 1 ARCH .x :_ \: . 9 CUSTOMnN "Ism \o T ARCH \ \ 3LC�W CUSTOM \\ `` . U UNEQUAL LEGct ARCH \ V JF CASEMENT GWI6 ��;° lit I 11 [L�11 II 2-4: 2-4 10.s I1.2 I0.5 b , _ =4.. o .� \ -c� L � WINDOWS "S 'IT" 4 "U" ARCH HAVE b' RADII Q W (Y) N O O O CV . 0 0 z 1 :�•'" O o m co -� O 4- o NO O (LS r m• '` s:t I IA Q 0 :... m r- • '. ,. ' F.F. '. •It. ... \ ® '. ® 1•• ' OE f�- .•<', . . •l.. •:,: ��`�is :a. .... m V W GT GT GT P � .4 ■ oil �K[l —F.F. .Sr •t' ® ICJ .•�. V/ W t., f *.:. 'W •IC 1 T- - 1 — II O ••r 1 - O D AT O AT T O O O r ,�' •,w •f,: ::�•,: 000 IJLLUL :. .;, . . , � 00 moo ❑ .:F.F.� ..•, .. .:.,•:.. .• •�.. • . '' : .<' ..•. F.F.: EAST ELEVATION (FRONT) SCALE: 1/4" = I'—OI' ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 5HINOLE5 z TYPICAL SIDING: w 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION U BEFORE INSTALLATION ® MAIBEG CEDAR SHAKE I IA 2B STUGGO; PAINTED WHITE Y. w 03 NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO PROJECT: •. j:,:, .'..x, ,• Sri; > NEW DRYER VENT: LAUREL AVENUE SEE NOTE ® PLAN ' NEW BATHROOM EXHAUST f=AN VENT: :'<'r•. ': :. : '•:- ••`,.:t •'' LOT 8 8A VENT THROUGH WALL AS 5HOlNN. !', :;:;t•:' :•:;.i.'.:'r:,� , w SEE AL50 NOTE ® PLAN. ..,..••'. ,' NEW BATHROOM EXHAUST FAN VENT: 5B LOCATE VENT WITHIN ROOF SOFFIT. •�'' : 1135 LAUREL AVENUE SEE AL50 NOTE ® PLAN. .1 �:'`r' t '••'•`• � �� SOUTHOL©, N.Y. 11971 NEW A/C CONDENSER ON GONG. PAD OR OTHER ";; •Y• — O APPROVED GROUND SURFACE (SEE FLOOR ,;..•'' PLAN NOTES) NEW MECHANICAL UNIT DIRE GT VENT: ` DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. v�,';A'';! '�` �.'x 't..:.��; `iX•Y •'• PROPOSED EXTERIOR ELEVATIONS 5PEG.'S IN FULL CONFORMANCE w/VENTING "�•' •` �~:••:" t:•''� '" •`: CLEARANCES REQUIRED PER NYS MG &04. > 5• •,'•_ " — SEE ALSO NOTE ® FLOOR PLANS. s'rj t :.,.' : •r, i.'��.�•`.�r `?•.r;::f'•` t .; , NEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. SPEG.':i :si:�`:;�;:a•::` •.• ;:••":r'. NEW 4" SEAMLE55 GUTTERS 8 DOWNSPOUTS; •r ' O ALUMINUM WHITE PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITH All lk U e•'`� w'•"'` O TOWN CODE REQUIREMENTS PURSUANT TO .;'`' ';,;I.', y•.: 'w "` .`" •`'' "'' ''+ 50UTHOLD TOWN CODE CHAPTER 172 LIGHTING, y : : ;y:: "' '' a: •� ;; +: A-2010 OUTDOOR, CURRENTLY OR AS MAY BE ?. •'ti.' •,,. ^_' •'' ` • :: .•..`' AMENDED11-411'..�. •t• F.P. DATE: 01/19/24 9 OF 19 rz I NOR7H ELEVATION (RIOHT SIDE) SCALE: 114" = I'—O" I IA fl Q W W � N C Lo � O O O O C Lo z ' >1 ON U -- - -.-• � Q � In - - Q LL co T G L =j lHil G p O O fI Hill — —F.F. I r77777= v L M W O O tt1 3'-0" < MIN. O, ti N J N -N O O i- - Y:. , . . O . . . .. F.F. F.F. : .. .... :•: : . .:'• . •' •.• •.Lil F.F. •F.�.• .. ;::. L- - -� 3 I III III r I III III II O II � j NE57 ELEVA710N (REAR) lit SCALE: 1/4" = P-O" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION SHINGLES H TYPIGAL SIDING: w I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION U BEFORE INSTALLATION W ® MAIBEC CEDAR SHAKE I IA 2B STUCCO; PAINTED WHITE a 0 O NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO PROJECT: ONEW DRYER VENT:SEE NOTE ® PLAN LA U R E L AV E N U E 4 NEW BATHROOM EXHAUST FAN V QENT: 9 LOT v 5A VENT THROUGH WALL AS SHOWN. SEE ALSO NOTE ® PLAN. AL .,.• - .r �. .,;, c. NEW BATHROOM EXHAUST FAN VENT: 1135 LAUREL AVENUE 5B LOCATE VENT WITHIN ROOF SOFFIT. ,' '.%, •.•,.'.' :y`: : :• ;?; SEE ALSO NOTE ® PLAN. .{ .• "::•f . NEW A/G CONDENSER ON GONG. PAD OR OTHER O F• �, to•rs •'+'�•� :• !• • _`• SOUTHOLD N.Y. 11971 OAPPROVED GROUND 5URFAr-,E (SEE FLOOR dj O O v:.•.',•�;.;';', r� `"' 4 PLAN NOTES) ':'..;j, NEW MECHANICAL UNIT DIRECT VENT: •,•., +t , �.s. . .. :.. ..:: ,:,': .•'.�.x. �;.• •r°� DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. a .•��,r•;• ` " SPEC.'S IN FULL CONFORMANCE 1,4/VENTING .,� •; 'f ''.t ''';;•;'.; PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG 804. — :;,;y,,•• _,,,, .••:f. 2'. ;y;:• SEE ALSO NOTE ® FLOOR PLANS. F F :r:�;;>".`:::' • , ONEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL AS PER MANU. 5PEC.'S a ONEW 4" SEAMLESS GUTTERS t DOWNSPOUTS; t. ALUMINUM, WHITE PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITHIL TOWN CODE REQUIREMENTS PURSUANT TO :.,;•, Ak-2OUTDOOR, O R, TOWN GODS R CHAPTER M 1�2 LIGHTING, -LiiL ■ ■ ■ ■ ❑ ❑ ■ ■ ` ,'•;' ■ '01` 0 OUTDOOR, CURRENTLY OR AS MAY BE • '`.�••�• AMENDED z«• `f. LL ■ El 1:1 [:1 [:1 ■ ■ v .'` `. • DATE: 01/19/24 10 OF 19 [EllO O O O •'•ii`••/Y LL I LE] E10E111E1E1E1 ,, &/ SOUTH ELEVAT 1 ON (LEFT SIDE) F�iA 45 l' ;0 SCALE: 1/4" = I'-O" 1't i BU I LtD I NO SECITI ON NOTES ONEW ROOFING NOTE (T'(P.): I. INSTALL NEW ASPHALT 5HIN6LE5. CL 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM IN51ME FACE OF STUD WALL AND AT VALLEYS OVER 0 W 5.INSTALL 15 # BUILDING FELT N.O.N.) OVER 4.I/2" GDX PLYWOOD 5HEATHING (BLOCK ALL SEAMS) W 5. GAP 5HIN6LE OVER RIDGE $ HIPS (AS REO'D) 6.PROVIDE RIDGE VENT (AS REOV) Q M N 'i. FLASH ALL VALLEYS � L{) S.INSTALL DRIP EDGE AS REG'D _ 0) Q. INSTALL ALL AS PER MANU. 5PEC.'s O CO O2 TYPICAL ROOF $ CEILING CON51RUCTIOK: ry N O NEW ROOFING AS NOTED O C � 4 'C }; I/2" GDX PLYWD 5HEAT•HIN6 (BLOCKING ® ALL PLYWD z ' SEAMS) >1 X U N R.R.,G.J., $ G.T. AS NO-rED ON PLANS (® SPANS OVER 8' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) O m PROVIDE R-28 SPRAY FOAM INSULATION W/R-2I BATT Lo INSULATION (13 PROVIDE 2" THK. SPRAY FOAM INSULATION® EAVES C N O Q � � � 0 NEW EXTERIOR WALL CON5TRU07I0N (TYP.): O "TYVEK" HOUSE WRAP NENTED) (OR EQUAL)UPON I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD 5EAM5) UPON 2"xb" STUDS ® 16" O.G. w/ DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R='7/INCH) W/ R-II BATT INSULATION 5/8" THK. 6YP5UM BD. WALL FINISH NEW SIDING NOTE (TYPL O4 I. INSTALL NEW SIDING PER H.O SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ♦ ♦ j ■ INSTALLATION v 5. 510IN6 SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CON5'TRUCTION:O 4-0 2. FINISH FLOORING TO SELECT . uj — 2. 5/4" TB 6 GDX PLYWD. 5UBFLOOR GLUED $ 50R.EWED S. F.J. A5 NOTED ON PLANS - AT SPANS OVER V INSTALL 'X' BRACE ® MID5PAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIR5- FLOOR d FOUNDATION, AND BETVdEEN 6ARA6E $ 2NO FLOOR) 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM J015T5 V PROP05ED RIDGE HEIGHT " LEV. +54.0' \\ \\ 12 \\ I \\ 17 \\ 2 \\ 12 \\ ATTI G ATTIC \\ 17 \\ \\ Q \\ 4 PROPOSED SECOND FINISHED FLOOR ATTIC E\\ STORAGE �\ z \\ // BEDROOM 4 UNFINI5HED 5PAG "' ELEV. +12.6 \ 0 v 3 � �9 W `t 4 a 0 ° o PROJECT: LAUREL AVENUE _ PROPOSED FIRST FINI°'SHED FLOOR LOT 49 ELEV. +1.5' LIVING ROOM BEDROOM 2 KITCHEN FOYER 5 BASELINE (AVERAGE GRADE) 1135 LAUREL AVENUE ELEV. +0.0' SOUTHOLD, N.Y. 11971 9 s DRAWING TITLE: . A-401 BUILDING SECTIONS BASEMENT BASEMENT BA5EMENT FINISHED FLOOR ; PAGE: ELEV. -a.o ------------ a A" IOO e SECTION I -I/A-5O I • SCALE: I/4" I'-o" SEGTION 2-2/A-301 SCALE: 1/4" = I'-O" DATE: 01/19/24 11 OF 19 F�tM1 } e A BUILDING 5ECTION NOTE5 ONEW ROOFING NOTE MY I)- 1 I. INSTALL NEW ASPHALT 514IN6LE5. 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS 0OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER L W ij 4.1/2" GDX PLYWOOD 5HEA.THIN6 (BLOCK ALL eEAMS) 1 5. GAP SHINGLE OVER RIDGE 4 HIPS (AS REQ'D; 12 J 6.PROVIDE RIDGE VENT (AS REQ'D) Q N 1. FLASH ALL VALLEYS 2 += S.INSTALL DRIP EDGE AS REQ'D ID Of � 9. INSTALL ALL AS PER MANU. 5PEC.'s � � O _0 CO O TYPICAL ROOF 4 CEILING CONSTRUCTION: O NEW ROOFING AS NOTED O C 4 � N � I/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® AL- PLYWD z ' � c- d' 5EAMS) O U N R.R.,G.J., 4 G.T. AS NOTED ON PLANS (® SPANS OVER / \ C 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N) // \\ p m PROVIDE R-28 SPRAY FOAM INSULATION W/R-21 BATT // ® ® \\ C N O INSULATION PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q Oo Q. Q NEW EXTERIOR WALL CON5TRUCTION (TYP.): 3 O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) U-ON I/2" GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD ci Q Q SEAMS) UPON m x 4 2"x6" STUDS ® 16" O.G. w/ DBL. TOP PLATE PROVIDE R-I4 SPRAY FOAM INSULATION (R="1/INCH) W/ R-II BATT INSULATION 5/5" THK. GYPSUM BD. WALL FIN15H NEW SIDING NOTE (Tl'P.): - O I. INSTALL NEW 51DIN6 PER H.O SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MA'NU. 5PEC.'5 LLjj 4.PROVIDE ALL NF-CF-55ARY TRIM FOR PROPER ♦ ♦ ■ INSTALLATION v 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: MASTER BEDROOM 5 O I. FINISH FLOORING TO SELECT 2. 5/4" T4 6 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED 5. F.J. AS NOTED ON PLANE) - AT SPANS OVER V INSTALL 'X' BRACE ® MID5PAN ■`® 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST =LOOR 4 FOUNDATION, AND BETWEEN 6ARA6E 4 2ND FLOOR) r , 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS V 4• BASEMENT SECT I ON I - I/A-302 SCALE: 1/4" = P-0" CONNECTION 'A' AS PER PAGE 6-005 NEW RIDGE 12 \ I'7 PROPOSED RIDGE HEIGHT 12 12 12 IO GONNEGTION '51' AS IT 10 PER PAGE 6-005 // Lu Z NEW R.R. TO G.J. ATTIC O V ° W Ir Lii o PROJECT: r LAUREL AVENUE PROPOSED SECOND FINISHED FLOOR WALK-IN LOT 8 CLOSET BATHROOM 3 ATTIC ELEV. +12.6 PROP05ED 5E00ND FINISHED FLOOR --------- ELEV. +12.6' C� 1135 LAUREL AVENUE SOUTHOLD, N.Y. 11971 N Q DRAWING TITLE: BUILDING SECTIONS I o j � o PROPOSED FIRST FIN15HED FLOC ELEV. +15 PROPOSED FIRST FINISHED FLOOR PAGE: -- DEN ��------- ELEV. +1.3' BASELINE (AVERAGE GRADE) --� GARAGE ELEV. +O.O' BASELINE (AVERAGE GRADE) r. ELEV. +0.0' Q .; DATE: 01/19/24 12 OF 19 o i BASEMENT .y; �e•''Y""�' . „ ' "•�.��'•� BASEMENT FINISHED FLOOR ~ ------------- BASEMENT ELEV. -9.0 f;b �ti ti SEGTI ON 2-2,/A-502A SECTION 5-3/A-302 \ SCALE: 1/4" = 1'-0" SCALE: 1/4" = P-0" "° " PROVIDE STRAPPING B NAILIN6 AS PER CONNECTIONS 'D' 3 'E' IN "TYPICAL NAILIN6/STRAPPING REQUIREMENT5 FOR UPLIFT, Q SHEAR, 4 LATERAL RESISTANCE" PROVIDE 3" (MIN) GONG. COVER ON PAGE 5-003 ® EA. J015T/ OF ALL REBAR WITHIN P. GONG. 0 STUD (AS APPLICABLE) FOUND. WALLS d P. GONG. FT6'S. W PROVIDE INSULATION w HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES NEW 2"x4" (BELOW STUD) d —1 N SPECIFIED ON 2"xb" (BELOW F.J) P.T. SILL Cy) SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.s; PER ENERGY TABLE Q }' PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON LLo STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT COPPER TERMITE SHIELD PITCHED METAL FLOOR SYSTEM AS 0 0 JOIST HANGER BY NEW 5/8 4> HOOKED ANCHOR O O NOTED ON PLAN 51MP50NORQ BOLTS w/3" SQUARE WASHER 4 ENDNUT;5PACING AS INDICATED N �; O F I RST FINISHED FLOOR ON 6-003 FOR STUD WALL 4 ® 0 C L0 z 4 46" O.G. FOR F.J. PLATE d •� r- r, _�_ o U CV VY MIN. SPACE BETWEEN \ r — GRADE N O Lo WALL AND HANDRAIL z z 31, J r• Q Or .Q. / 11 5/4" PINE RISER t- 4 , •{p' G II s : STANDARDS FOR C RI PPABLE HAND RAIL " I1 /4 PINE TREAD . „ :r , ' SCALE: NTS • OR055 SECTION MIN. z HANDRAIL : .'I I" ROUNDED NOSING X Q CLEARANCE CIRCULAR NON-CIRCULAR •II w/Y4" RADIUS 6 HOOKED VERT. Lu (NOT INCLUDED IN 2 # TREAD DIMENSION) 4:,_6y4:, REBAR® 26" O.G. �I ♦ , V:2 �,4::_2:: PERM- 2y4:: U ■ MIN. METER MAX. ' .: f. z Lij it •• o o ASPHALTIC DAMP PROOFING TO EXTERIOR \14. I; ; C'Stu . . t . W fll r VW .II'�.,• U ice. L m I i P. GONG. FOUND. WALL L °' z ■ (3) 2"xl2" STRINGERS a R-21 (MIN. 4,000 PSI) 1III . . 1. < U) ' INSULATION, IF UNDERSIDE 15 FACING tt NEW WHITE DUROLAST EPDM ROOF 5TORAGE/NON-HA5ITAL SPACE MEMBRANE (OR EQUAL); INSTALLATION, LAPPING OF SEAMS, AND SEALING OF \ EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY II•' 5PEC.'5, PITCH TO GUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. #4 HOR. CONT. REBAR ® I,l TOP, MIDDLE THIRDS, d " I Y2" GYP. BD. PERIMETER OF ROOF INSULATION BOTTOM OF WALL (4 TOTAL) A. STORAC E UNDER .4 ti I', WRAPPED IN VAPOR BARRIER .•, � Ilr :�. 2i (WHEN APPL I GALBE) P. GONG. CONT. FT NEW J" THK. PLYWOOD 6. II ROOF DECKING (MIN. 4,000 PSI) °:,I, NEW I" THK RIGID O DECKING 6ALV. 4" P. GONG. SLAB I INSULATION . 11ADHE �f® DRIP-STOP 6 xb"-IOxlO W.W.M. BETWEEN °.fir EDGE CENTER 4 UPPER � OF SLAB . ..II •, SECURED IN PLACE DURING POUR I TREATED 2"xIV SILL FOR CONTACT • . t w/GONG. (IF APPLICABLE) _ • .� II -4. 1 BASEMENT % II ' 6 MIL POLY ° ,• �' ° - MOISTURE RETARDER) ,p. 4• 1 NEW " THK. GYP. W. I 14° GRAVEL BASE .,- :• PROVIDE INSULATION BETWEEN CAVITIES (3) i5 HOR. CONT. REBAR PER ENERGY TABLE (WHEN APPLICABLE) PROV. GLEAN ROOF RAFTERS AS NOTED ON PLAN COMPACT FILL INTERIOR HOOD STAIR DETAIL rf FLAT ROOF DETA I L A-401.00 _ :_ A-40100 f FOUI�DAT101� 1�lALL DATA I L SCALE: 5/4�: - I O�� . SCALE: I" = P-O" A-401.00 SCALE: 5/4" = I'-a" 2'-O" LAP (TYP) W I it z ---------�---- iI o ui TYP. ROOFING (SEE SECTION NOTES) QV I I I NOTE: LU TYP. ROOF CONSTRUCTION / #5 REBAR (TYP) 0. 11 j I I. IF FINISH MASONRY USED (SUCH AS Q (SEE SECTION NOTES) I I I I I BLUESTONE) - MA50N TO ADJUST / #5 BENT I I I I I HGHT OF LANDING AS REG'D TO '5IMP5ON' H2.5A O I I ACCOUNT FOR FINISH MASONRY RAFTER TIE / / REBAR (TYP.) i t II Ii I PROJECT: N I I 2. ALL HORZ.SURFACES SHALL BE PITCHED m 1.46 AWAY FROM BUILDING 5. FOR SLABS ABUTTING FRAMING, INSTALL LAU R E L AVE i\I U E COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC LAB LOT 8 w/bxb O/1OSWWM G.J. AS PER PLAN I I"I STAIR DRAINAGEUPON COMPACTED CALCULATIONS: STAIR WIDTH = 4'-O" FILL FASC frP)/1IA BOARD/ PROPOSED NEW AREA= 60 S.F. GRADE 1135 LAUREL AVENUE 60 ScL. Ft. X 0.1"1= 5.5 REBAR BENT TO .� •°__—�^- —�_ _ 8.5/3.1= 2.1 VERT. FT. OF 2' VIA RING REG. SLAB AS SHOWN - -- — PRE-FAB. RAILING w/REQUIREMENTS SOUTHOLD, N.Y. 11971 BEAM A5 PER PLAN/ CORNER GONNEGTI ON � ' - PROVIDE (I) 2' DIA. X 3'-O" DEEP STORM d' \ \ \ z AS PER PLAN. RAIL SHALL HAVE WATER LEACHING SYSTEM •i!.' . //\//\//\// CAPACITY TO RESIST 200 LB5 OF � LATERAL LOAD. MATERIALS SHALL "SIMPSON" PG64 • ' \ \ \ cv BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: NEW 51MPSON LU526 ice- (FOR 5 PLY BM) GALVANIZED JOIST i s\ -b r.. ,. DIPPED 6ALV., EPDXY PAINTED STL., "SIMPSON" 5652-2/4 �- ° - (FOR 2 PLY BM) #5 REBAR (TYP) 2'-O" LAP c ,S •// ////j//// EPDXY PAINTED WROUGHT IRON. 1 HANGER (I) #4 REBAR ® EA. �..� / y / / / / / � DESIGN DETAILS (O" L STEP;3 GVR ® ENDS �- �y : • \\ \\ \\ \\ \\ \\ \\ BEND REBAR 'P , /\/\/\/\/\/\/\/ ATTACHMENT AS TO SLAB // // // // // // // // PER RAIL MANU. -------- -+ ---t ————————— '�' NOTE: \\/\\ \/\\ \\ \\/\\/\\/\\/ ALL P. GONG. SHALL 4" P.GONG,SLAB w/ I I I Imo" '°/ " ---------.---- LANDING MIN. , . %ii /\/\/ COMPACTED BE 4,000 P51 (MIN.) ��`a -- — bxb"-10/lo W.W.M.UPON - — \\ \\ \\ \ \ Z C.OMf'AGTED FILL = :,, . • / //////// . j 1 j . j//j//j//j/// t (1) #4 REBAR • ':;I \\ \\ PAGE: I (7 Q p ;� REBAR ® 10"/\\ \\ \\ \\ \\ z O CONT. ® TOP \ \ I I 4" P. GONG.SLAB w/ 2"x4" / // // // // j II b"xb"-IO/10 W.W.M. KEYWAY (MIN. 3) \/\\/\\/\\/\\/\\/\/ L. #5 REBAR ® 56" O.G. \/\\/\\/ A 0 _ UPON GOMi'AGTED FILL • ° �i �, \/\/\/ \� O 0 / // // P.T. P05T ASy�� -� \\\\\\\\ �,�,i /\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (n O GRADE I ///// / COMPACTED A-4%J :Lmv PER PLAN I 1 I( II 4 To EXIST.MAING NE // // FILL y\/ \/\/\ / / / / / / / / / m GONG. WALL �, /\/\/\/\/\/\ ALL P. GONG. \/\/\/ \ \ #5 BENT I / �' Q / / / / / / SHALL BE /\/\/ 1�It w / DATE: 01 19 24 li :I� //\//`�rP\//\//\//\//\//\//\/ 4,000 P51 (MIN) \//\//\// #5 BENT REBAR iJI a �V�\/\\/ / / 13 OF 19 I I i I REBAR (TYP.) #4 REBAR CONT. ® 10 O.G. (MIN. 3) ' \\ \\ \\ \\ \\ ® 36" O.G. I IL. // (1) #4 REBAR CONT. P \ /\/\/\/\/\/\ (I) #4 REBAR \\ ::SI M P s o N" I I I ( 1 I // // // // // // // // // // // // // // // // // _ CONT. ® BOTTOM 4 POST BASE PER I I I #5 BENT REBAR® 12" O.G. 1•. \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ O til ul•.• /\\/ POST SIZE I� .. \//\//\//\//\//\ \ \ \ \ \ \ \ \ \ \ \// I6" WIDE x 12" DEEP THK. P. GONG. WALL \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ P. GONG. FT6. . .I. \ \ \ I I I II \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ I /\//\/ (I) #4 REBAR CONT. \ Jt \\/\\/\\/\\/\\/\\/\\/\\/\\/\\j\/\\/\\/ �I p � a_J. •, \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// (3) #5 HOR. •. c J . a ^y S4,K,: (i•l. ,`„`• C•'\I I 15" WIDE X 12" DEEP ..° ' '.;•., \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ REBAR •.,q•; '' I �, - C P. GONG. FTC. —• \//\//\//\//\/j\/%\/j\/j\/j\/j\/j\j\/j\/j\/j\// • �,�..• P rt 5TOPIE PATIO AS PER PLAN • • \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 'T' CONNECTION I " (2) #5 HOR. REBAR 'I`3 4 �. GO\/ERF—D FOROH DETAIL EX5GALE: 3/4" I'-o" TI MASONR � TAIR DETAIL —1EXTERIOR MASONRY DECK DETAIL D ;� ~a RF-BAR OVERLAP TAIL A-4ol.00 A-401.00 _ SCALE: 5/4" = I'-O" SCALE: 5/4" 1'-O" " A-401.00 SCALE: 5/4" = 1'-O" PROVIDE BEAM SPLICE CENTERED ABOVE COL. 0- WHEN NOTED ON PLANS I Q (4) 515" H.D.G. LAG 0 BOLTS (PREDRILLED) W — — — — — FLOOR SYSTEM A5 J O - — — — — NOTED ON PLAN Q (y) � ( I NEW STL. GAP PL. 'A', 'B', O — — — — — — OR 'G' (PER BEAM GONFIG) FLOOR WOOD BEAM ct � O I O WELDED TO COL.;SEE GAP AS NOTED ON PLAN O PL. DETAILS -- N � r- �� \� NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. p C Lo z 4.' 3/8 THK. PL. I 11 3/8" THK. H.D. WELDED TO COL.;SEE (ASTM AI25) AS PER 0- 5 /[( BASE PL. DETA�LTINO STEE FOR D.(R ENOUAAL) � X .0 (V GALV. PL. � p U � �4 p O m i i PROVIDE GOLD JOINT GONG. SLAB I.- N O '-' Lo GAP PLATE A AT GONG. 5EAM5 (TYP) Q O FOR CONNECTION OF 5TL. COL. TO (2) 1-3/4" WIDE ° LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER O— H 1�4 GRAVEL BASE �Ekq(2) #5 HOR. REBAR UPON (2) #5 PROVIDE BEAM SPLICE �10ENTERED ABOVE GCE. (4) 3/8" H.D.G. LAG NEW Ib"x►s"xl2" OR. REBAR(4 TOTAL) WHEN NOTED ON PLANS DEEP P. GONG. PAD 6LffP#�11rED FILL �°'� BOLTS (PREDRILLED) FTC. (MIN. 4,000 PSI) � �../ BOTTOM OF FOOTING SHALL BEAR UPON SOIL -f S'-O" MIN. BELOW GRADE;EXTEND FOOTING ♦ _ — — — — — T — — — — — — — BENEATH SLAB TO THI5 DEPTH AS REG'D �f L0%10%j -alia PERMAGAST COLUMN AS PER PLANS; INSTALL AS O \�� -f O PER MANU. SPECIFICATIONS / . : 3/8" THK. PL. I4„ �4ii 3/8" l$ D L 01 THK. H.D. STEEL COLUMN FOOTINO ETAI ^ GALV. PL. Q- 'v A-402.0 SCALE: 5/4" ^= I'—O" V♦, POST BASE PER MANU. GAP PLATEB W SPECIFICATIONS FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL _ FLOOR 4" GONG. SLAB ZFINISHED a a I I) ORADE // / PROVIDE BEAM SPLICE a � \ CENTERED ABOVE COL. (4) 5/5" H.D.G. LAO \\ \\ WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR SYSTEM AS GRADE //�//\/ BAGKFILL — — — NOTED ON PLAN \\ COMPACTED O NEW STL. GAP PL. 'A', 'B', a ° \ EVERY b" — — — — — / \ �2 II WELDED TO BEAM SEE FLOOR WOOD BEAM - — f I \ I AS NOTED ON PLAN FL. DETAILS EXTEND FOUND. WALL 4 FTC. AT ' I Nrzkq 5 / " O.D. 5TL. COL. COL. PER FOUND. PLAN;PROVIDE — — — — — / O NEW BASE PLATE A HOT ADDITIONAL (2) #5 VERT. REBAR WELDED TO COL.;SEE (A5TM AI25) AS PER z a \ \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS $ (1) #5 HOR. REBAR IN — — — — — — BOLTING STEEL (OR EQUAL) 44II MAX. SILL o \\j\\j ENLARGED FTC. NEW 4'3/5" THK. PL. I „ I ' P. OA L THK. H.D. AT CONPROVIC. COLD JOINT SEAMS (TYP) HEIGHT AS � ; �' /4 GALV. PL. GONC. SLAB PER CODE d r GAP PLATE 'G' R3 10.2.I EXTERIOR MA50NRY DECK OUND. WALL B FTC. AS PER '" .:: IL 8 i DETAIL X/A-XXX FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE LVL °. •' a. N ° � LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL s - :7,i= BASEMENT m LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-514" WIDE 4" GRAVEL BASE a FLOOR LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 3„ ° t NEW(5) #5 HOR. _ REBAR UPON (5) #5 • ' ° NEW 24"x24"xl2" HOR. REBAR (6 TOTAL) DEEP P. GONG. PAD COMPACTED FILL H FTC. (MIN. 4,000 PSI) Z w n /� STEEL COLUMN GAF BASE FLT DT I LS BOTTOM OF FOOTING SHALL BEAR UPON SOIL 0 EO RE55 k4l NDOV4 ViELL DETAIL 2 fi ERMACA57 COLUMN DE7A I L � 3'-0" MIBENEAN. BELON SLAB TO TWOS;EX HAS REQID U A-402.0 A-402.0 SCALE: 5" = 1'-O" A-402.0 SCALE: NTS SCALE: 3/4" = I'-O" ui a 0 57EEL COLUMN i$ FOOTI NO DETAIL PROJECT: 8" TH I GAG RE I NFORGED CONCRETE A-402.0 Ct SCALE: 3/4" = I'-O" TRAMRING SLAB LAUREL AVENUE ORA55 SHOULDER AREA (TYP.) �4„ DIAMETER ��ST �ON LOT 8 OR DEFINED SURFACE GO\/ER INLET ORATE AM 1135 LAUREL AVENUE FLOOR SYSTEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN G ORG (PER BEAMONFI6)NEW 5TL. GAP 'A', FLOOR WOOD BEAM DRAWING TITLE: G)WELDED TO COL.;SEE GAP AS NOTED ON PLAN I I PL. DETAILS DESIGN DETAILS I • NEW 3-I/2" O.D. SGH 40 ❑ ❑ ❑ ❑ ❑ ❑ ❑ j__1E WELDEDATO COL SE SE PLATE ' (ASTM HOT I AI25)LAS PEP, FOR ❑ ❑ ❑ ❑ ❑ ❑ ❑ BASE PL. DETABI OL TING STEEL FOUND(OR EQUAL)IMS II ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ( I— NEW4" P. COLD JOINT GONG. SLAB 1�1 -- ❑ ❑ ❑ ❑ ❑ ❑ ❑ AP GO HIDE EAMS (TYP) PAGE: OL /� moo ❑ III II_ w in I I ° �� jf .°•I�: _ II III i �� A-40 •0 —III . . . . III_ 4 •° .a 4" GRAVEL BASE ° •... DATE: 01/19/24 14 OF 19 COMPACTED FILL (y FREGAST GONG. NEN DEEP P3OONGOPAD .�3" NEW (4) #5 HOR. O ROUNr� LE1• C I NO R I NO. SEE REBAR UPON (4) #5 WATER CALCULATIONS ON FTC. (MIN. 4p00 PSI) OR. REBAR (8 TOTAL) SITE PLAN FOR REQ'D BOTTOM OF FOOTING SHALL BEAR UPON 501E 5'-0" MIN. BELOW GRADE;EXTEND FOOTING EFFEGTI\/E DEPTH BENEATH SLAB TO THI5 DEPTH AS REQ'D 2�_O D I AMETER AS 2�_O f� ;> MIN. PER SITE FLAN MIN. Qj GLEAN SAND ORA\/EL FILL = -7 DRYViELL DETA I L A-402.0 SCALE: 1/2" = 1'-O" C STEEL COLUMN I$ FOOT I NO DETAIL A-402.0 SCALE: 3/4" = I'-O" C ENERAL EXISTING TO BE DEP�fOLISHED NEW PARTIAL HEIGHTWOOD FRAME (L.O. 57L. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w 57L. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL N WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. NEW 2-HR FIRE RATED - _ WOOD FRAME (L.G. 5TL. N O WHEN APPLICABLE) O G c z 4 to �, O U N POST 8 COLUMN DESIGNATIONS: - - - - - - - - - - - - - C m � W STRUCTURAL PLAN NOTES O O }- POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY Q c\jO D_ O O SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED •., •. STRUCTURAL MEMBER SHALL NOT f3E CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES E STANDARD - - - - - - - - - - - - - - ABOVES MULTIPLE ED POSTS.AMS.PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. - - - -I 2 STACKED P05T/COLUMN: B AI (I) 2"x4" POST 0 BI (I) 2"xb" POST I LOCATE O P05T ORNDICATED COLUMN ON FLOOR BELOW/ABOVE 5T OR COLUMN ABOVE/BENEATH INTERIOR LOAD BEARING WALL (ABOVE): �H (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" P05T B3 (3) 2"xb" POST HOEDOWN (IST TO 2ND FLOOR)_ I I NEW 11,515" 560 WI F.J. 4 HOLDOWN 'A' AS PER PAGE G-00� A4 (4) 2"x4" POST B4 (4) 2"xb" POST I I I I I HOLDOWN (FOUNDATION TO 15T FLOOR): 4B HOEDOWN 'B' AS PER PAGE 6-003 AS (5) 2"x4" POST B5 (5) 2"xb" POST r I • I I I V • NEW REINFORCED P. GONG. 5L 4B 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-IO/10 W.W.M. UPON I ( I I M 2. 6 MIL POLY VAPOR BARRIER UPON 3-1/2" O.D. 5CH 40 5-1/2" O.D. SGH 40 W 5. 4" (MIN) GRAVEL BASE p�� STL. COL. (ASTM �a STL. COL (ASTM AI23) BY 51M5 AI23) BY 51M5 j OPAD FOOTING STEEL (OR EQ) STEEL (OR EQ) I I I I I 4'-O"� 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. I STRUCTURAL PERMAGAST COL''JMN (5,000 LBS): I I I I V 7A STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 8,000 LB5 LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMAGAST COLUMN FOOTING (PAD FTC.) r _ _ _ _ _ _ iB 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION PERMAGAST COLUMN UPON 12 � P. GONG. SONOTUBE � '. I I :. .' I I cp O UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR n' DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER , ENCOUNTERED. - - - - - - - - - - - - - - - - 24'xl2" DEEP P. GONG. CONTINUOUSFOOTING I I NEW ILbT5" 360 WI F.J. I ® ® .' AS PER DETAILS b/A-40I 8 cI/A-401 (TYP) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. j '; I ® I6" O.G. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT �B m O RE:Q.'D TO ACCOMMODATE 6ARA6E DOOR CLOSURE $ 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 31b CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5, ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED 0 i I I 13 TYPICAL P. GONG. FOOTING WALL CONSTRUCTION: CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT , l0 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 8 NEED TO BE EPDXY COATED. p m I SILL SEAL;2"x4" P.T. SILL PLATEE ® LOWER SHELF. 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS I I I x ANCHOR BOL75 AS PER PAGE 0-003 SHALL BE STAGGERED. j II I I I I � • P. GONG. FOUND. WALL AS PER DETAILS a/A-401 BASEMENT, DETAIL b/A-40I ® CRAWLSPACE, $ DETAIL -I. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN G i '1/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY COVERAGES, AND PLMBNE55. 4B 4B 10 ASPHALTIC, MASTIC DAMP PROOFING TO EXTERIOR B.O. FOOTING 3'-0" BELOW 6RA7E MIN. 8. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT 1/2" EXPAN510N JOINT® PERIMETER OF SLAB (WHEN CONCRETE. , • 12 12 • APPLICABLE) - - - - - AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - ) II.b'I5" LVL DROPPED GIRDER (2) II.B'I5" LVL DROPPED GIRD R -•- - �` � - - - - - - - - � ,- - - - - - - - - - - - - - - - 1 STOOPS (WHEN APPLICABLE) GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE _ MASON TO ACCOUNT FOR FINISH STONE ON THIN SET I ., I ( �' �• I FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF II NE MIN.ATTIC, ## CAPACITY PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE 1. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I I I 4.WEATHERSTRIP ACCESS OPENING k PROVIDE R-4a 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I w Lc !L Ic INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR CONFORM TO AGI 306. RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 I I O V 06 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 4 SURFACES. FROZEN GROIN NO CASE SHALL UND MAY BE REMOVED OR HEATED TOTE BE PLACED ON FROZEN OROUND / I I I m O I m O m O m O THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN IO F OF CONCRETE. 5. INSTALL AS PER MANU. SPEC.s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - X -� X X I �, 12 BEAM POCKET (TYP.) REMOVE AS REQ'D. I I - u TYPICAL CLOSED FOUNDATION. 6 PERMTHE STTED WHEN NECESSARY.E OF HEAT BLANKETS R ELECTRIC BLANKETS ARE I I I z I z z w 13 ® PORGHE5 / PATIOS: BASEMENT I g I. SEE NOTED DETAILS 'I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HI6HER 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:48 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. i I b' 'I/ 'II// Y2 8'-Y2 b'-Y2" b'-)�2 b'-Y2 b'-ly2 FROM BUILDING . 12 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, I I I I 6B 6B 6B 6B bB BED ALL FLASHING IN ASPHALTIC MASTIC 01. NON-CHLORIDE, NON-CORRO51VE ACCELERANT ADMIXTURES ARE _ 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I 3) II.b-15 LVL DROPPED 6 ER" i " - - BE DOWELED w/ #5 ® b" O.G. VERTICAL TO EA. OTHER (ASTM G4a4/G494M, TYPES G AND E). I I $J I_ (3 I I.b"f5 LVL DROPPED GIR 7�ER� L L 1 (3) I I.b?5 LVL DROPPE ID , Ef 12 N k TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I ( I I I I I I Q 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I 15 EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I I I PROJECT: O PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR I I J REACHED A COMPRESSIVE STRENGTH OF 800 PSI. HEADER (BELOW) TO R.R (ABOVE). •.' I I ' I � .� I � I � I � I • .. I LAU R E L 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I I ►� a I!_ a AV E N U E bC I w 3 X 3 ° I LOT 8 - - - - - - - - - - - - - - - - - - - � ° I m� I � m� I LL IL SOIL BEARINGGAPAGITYNOTE: I - - - - - - - - - - - - - - - - - _j m ® ® STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL 12 z a A X o I I 1135 LAUREL AVENUE SEARING CAPACITY OF 1.0 TON/S.F. ( I O z tu z o I I I I I I SOUTHOLD, N.Y. 11971 • I' NEW I I.b-f5 360 WI F.J. � I I NEW II.515 560 WI F.J. Q ® 16" O.G. ® 16" °.G. Q m G I I DRAWING TITLE: - - - - - - I - - - - - - - - - - - - - 1O - - - - - �- - - J I PROPOSED STRUCTURAL PLAN - - - - - - - - - - - ,_ - - - - - t. I �o 4BI - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4B LZ PAGE: tB 'I B "IB '15 CA 1 NEW UP I r..;�177 - - - - - - - - - - - �,�,.;: - - - - - - - - - - - 5•:r �. - - - - - - - - - - - I I e NEW 11.&75" 560 WI F.J. '1 I lulmoo \ • Ib O.G. - - - - - - - - - - - - - - - - - - - _ ._.._. _ ._..-..-.._.._.._.._.._.._ _.._.._.._. _.._.._ _ ._ - _.._.._. -.._. _.. DATE: 01/19/24 15 OF 19 I'-4" W HAUNCH b" EE B LO WALL I -� \ I (14) Tr M N. I \ � �. - - - - •� L - - �. •• - �� K t� ® !� ti i ROFOSEI� FOU1 DA71 ON 57RUCTURAL PLAN SCALE: I/4" = I'-O" � ` r GENERAL 5 I 1 vI50L <EY : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.C• F= NEW FOUNDATION WALL w 5TL. WHEN APPLICABLE) W J (u NEW I-HR FIRE RATf:D ® MIN. (2) 2"x4" STRUCTURAL Cy N WOOD FRAME (L.G. STL. F05T FOR 4" WALLS Q C Lo � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL 0') POST FOR b" WALL5), U.O.N. O WOOD FRAME (R.OT5TDL. O WHEN APPLICABLE) ' ` O CLo z 4 O U N STRUGTUR?�L PLAN NOTES P05T $ COLUMN DESIGNATIONS: O m (o P05T5 d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DE516NATIONS DO NOT IMPLY NEW 2"xb" G.T. c Lo OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED ® 161, O.G. p (a STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ( "' Q r- �- ACROSS MULTIPLE SPANS. PROVIDE 5PLIGE5 DIRECTLY FRAMING REOUIREMENTS. ABOVE INDICATED P05T5/BEAM5. nl OSTACKED POST/COLUMN: ® AI (I) 2"x4" POST J BI (I) 2"xb" 1-05T LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. u 3A INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"xb" POST ( BEDROOM I AS INDICATED BY DASHED OUTLINE. 275 S.F. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY r� UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" P05T B3 (5) 2"x6" POST dJ HOLDOWN (IST TO 2ND FLOOR)_ 4 HOLDOWN WAS PER PAGE 6-005 A4 (4) 2"x4" POST B4 (4) 2"xb" P05T HOLDOWN (FOUNDATION TO IST FLOOR): _ 4B HOLDOWN 'B' A5 PER PAGE 6-003 -- �A5� (5) 2 x4 POST B5 (5) 2 xb POST V • NEW REINFORCED P. GONG. SLAB 5B I. NEW 4" THK. P. GONG. SLAB w/b"x"xb"-10/IO W.W.M. UPON STL. 2. b MIL POLY VAPOR BARRIER UPON 3-1/2" O.D. 40 O.D. S 40 3. 4" (MIN.) GRAVEL BASE STL. COL. (ASTrt Qf-�p STL. COL (AST M AI23) BY SIMS AI23) BY 51M5 v ■ PAD FOOTING STEEL (OR Ea) STEEL (OR Ea) 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. 7A STRUCTURAL PERMAGAST COLUMN 68,000 LBS):STRUCTURAL 5OUARE PERMAGAST COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I,„Q O b,000 LBS LOAD BEARING GAPAC',ITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT „ Is NEW 2"xb" G.J. c` (3) 14 LVL DRP. HDR. WRAP N/ Ix AZEK PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF � _ _ _ � _ _ _ � ® I6" O.G. COLUMN, AS PER MANUFACTURER SPECIFICATIONS. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND (- DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. cn PERMAGAST COLUMN FOOTING (PAD FTC.) n, O7B 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION PERMAGAST COLUMN UPON 12"� P. GONG. SONOTUBE V/ UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR WALK-IN ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3 CLOSET DETAIL 6/A-401. ENCOUNTERED. 73 5.F. BATHROOM I COVERED v j d 24 xl2" DEEP P. GONG. GONTINUOU_i FOOTING - m . 122 S.F. AS PER DETAILS 8/A-401 8 a/A-401 (Trn) 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. PORCH �p 0 255 S.F. (Y= m TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE 8 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE. w DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED z 5: o TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 8 NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STAGGERED. P. GONG. FOUND. WALL AS PER DETAILS 4/A-401 r- BASEMENT, DETAIL 8/A 401 ® GRAWLSPAGE, d DETAIL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN 7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAIL(S) NOTED SEPARATELY GOVERA6E5, AND PLUMBNE55. I j (2) 11.575" LVL HEADER ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ® i B.O. FOOTING 3'-0" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO ASTH 0-55 FOR STANDARD WEIGHT I W II 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. "' APPLICABLE) - -I AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) I BUTLER'S MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE PANTRY I I I I KITCHEN FOR HEIGHT OF WALL d SLAB (P+HEN APPLICABLE) w I 87 S.F. I 262 S.F. I I I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF > ONEW ATTIC AGGE55 - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE wQ i I II I MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR 24 HOUR PERIOD OR MORE. I ® , 44 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22 x30) 2• SPECIFICITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS. �. 1 -� tL !c u 3. DBL. FRAMING WHEN NEW OPENIN6, U.O.N. QO 4.WEATHER57RIP AGGE55 OPENIN@i 4 PROVIDE R-4a I NEW 1.875" 360 V41 F.J. i I 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ( ® Ib" O.G. o o O U I O U O V 1 V I INSULATION ABOVE w/WD. FR. (OR Ea.) BAFFLE OR i � 0 � � GREAT ROOM J - 0 CONFORM TO AGI 306. 0 O O IL dJ RETAINER TO PREVENT INSULATION FROM ENTERING 0 m m m I x= I ?+ DWELLIN6 WHEN OPENED, AS PER NY5 EGG R402.2.4 I ►I OO OO cv - I n ry 627 S.F. cV 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND (OMIT WHEN ATTIC AGGE55 DOE.5 NOT PENETRATE �p 3 r r r SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED To I dJ ® dJ ® dJ ® 3 THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. '? 2 GAR GARAGE 0 0 5. INSTALL AS PER MANU. SPEG.'s ,n AUNDR • b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. j 4b2 S.F. cV GL. I I I 1 I REMOVE AS REG2'D. i 12 S.F. N I N 12 BEAM POCKET (TYP) 1 ® TYPICAL CLOSED FOUNDATION b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE i I I ' w PERMITTED WHEN NECESSARY. i I I I g 13 C� PORCHES / PATIOS: I. SEE NOTED DETAILS 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR H16HER I I 0 2. ALL HORZ. SURFACES SHALL BE; PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 1 I V FROM BUILDING _..-.._. _ ._ _ ._.._. _. _.._ ._.._.._. _. _ ._ .� 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER el. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I UP If FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE uw� 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I K i BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER (ASTM G4a4/G4a4M, TYPES G AND E). �. I 3 II.875" LVL DROPPED HEADER_ _ i N d TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL J A' Q 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. I1. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED 15 EXTENDED FRAMING TO ROOF RAFTERS: PROJECT: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR ? ICI HEADER (BELOW) TO R.R (ABOVE). REACHED A COMPRESSIVE STRENGTH OF 800 PSI. _, BEDROOM 2 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. ::_ ". ,' xi; u::•. << ,; �i• e 3 11 II 15a S.F. - LAUREL AVENUE E : EL AVE o � o � 0 � NEW 2"xl0" R.R. m° � Q LOT (7 in _ � ® � ® d) - = FOYER = ® _ POWDER - 501L BEARING CAPACITY NOTE: ROOM 222 s.F. x BATLu 6ROF 2 STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL 2a S.F. z 1135 LAUREL AVENUE BEARING CAPACITY OF 1.0 TON/5.F. O SOUTHOLD, N.Y. 11971 , 7 .x,, ........................................... DRAWING TITLE: NEW 11.875" 360 WI F.J. k' ., ® Ib" O.C. o PROPOSED STRUCTURAL PLAN DEN v lu 222 S.F. ci m (2) llb75" FLUSH LVL HEADER N =m -1 COVERED NEW NEW UP 7A 7A y PORCH 4!7(2)Tll 7A DN _ 280 S.F. NEW 2"xl0" R.R. _ PAGE: N - dj z (2) 11.875" LVL DRP. HDR. WRAP W/ Ix AZEK (2) 1lb-15" LVL DRP. HDR. WRAP W/ Ix AZEK .875" LVL DRP. HDR. WRAP K/ Ix AZEK O 20*'i' oo ® F 0 G . DATE: 01/19/24 16 OF 19 FROPOSED FIRST FLOOR STRUCTURAL FLAN ti SCALE: 1/4" - 1'-O" � , k .1 0 I ERAL 5 I ME30L E*Nr : EXISTING TO BE DEMOLISHED HOOD FRAME (L.G TL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.G, NEW FOUNDATION WALL w 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL a cy) 04 WOOD FRAME (L.G. 5TL. ® P05T FOR 4 WALLS Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL i C O POST FOR b" WALL5), U.O.N. r- O NEW 2-HR FIRE RATED "C O WOOD FRAME (L.G. 5TL. N O WHEN APPLICABLE) 0 C Lo z ' C O U N STRUCTURAL PLAN NOTES POST 4 COLUMN DESIGNATIONS: 0 O m 4 O P05T5 d COLUMNS OF PARTICULAR, IMPORTANCE ARE INDICATED SINGLE SPAN STRUCTURAL MEMBER: Lo SUCH FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY (V Q SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED O O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD v 3 ';' Q a ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REOUIREMENT5. ABOVE INDICATED POST5/BEAM5. OSTACKED P05T/COLUMN: 2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH AI (I) 2"x4" POST BI (I) 2"xb" POST POST OR COLUMN ON FLOOR BELCW/ABOVE. 3A INTERIOR LOAD BEARING WALL (ABOVE): M---R (2) 2"x4" POST B2 (2) 2"xb" 1-05T 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 B3 (5) 2"xb" POST HOLDOWN (15T TO 2ND FLOOR;': 4 HOEDOWN 'A' AS PER PAGE 6-005 A4 (4) 2"x4" POST ®---FE3�4 (4) 2"xb" POST OHOLD OWN (FOUNDATION TO 157' FLOOR): 48 HOEDOWN 'B' AS PER PAGE 0-005 AS (5) 2"x4" P05T BS (5) 2"x6" POST U NEW REINFORCED P. GONG. SLAB 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. b MIL POLY VAPOR BARRIER UPON 3-1/2" O.D. 50H 40 5-I/2" O.D. SGH 40 5. 4" (MIN) GRAVEL BASE p--❑C 5TL. COL. (ASTM �.-� 5TL. COL (ASTM A125) BY SIM5 AI23) BY 51MS PAD FOOTING STEEL (OR ECG) STEEL (OR EO) I ■ -� 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 LBS): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: "IA STRUCTURAL 5GUARE PERMAGAST COLUMN w/ MIN. L 5,000 LES LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I ■ PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I rP1 COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. V, TB PERMAGAST COLUMN UPON 12 0 P CON. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION I I I I W UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR I I ( LL W O TAIL ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER DE 6/A-401. ENCOUNTERED. 8G 24"xl2" DEEP P. GONG. CONTINUOUS A-4 FOOTING AS PER DETAILS 8/A-401 4 9/A-4+�;)I (TYP) 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT O REO.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BAR5 SHALL BE DEFORMED EPDXY COATED OTYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 6 NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL ANCHOR BOLTS AS PER PAGE EE 003 LONER SHELF. 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. P. GONG. FOUND. WALL AS PER i7ETAILS 9/A-401 BASEMENT, DETAIL 8/A-401 ® GRAWLSPAGE, d DETAIL -►. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 6 HARDWARE IN 1/A-401 ® 5LAB-ON-GRADE PLACE AT TIME OF POURING 8 MAINTAIN REQUIRED CLEARANCES, P. GONG. FTC. AS PER DETAIL(S) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR B.O. FOOTING V-O" BELOW GRADE MIN. 8. CEMENT SHALL CONFORM TO A5TM 0-35 FOR STANDARD WEIGHT I i 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE) I AIR ENTRAIN P. GONG. FOR PORGHES /PATIOS / - - - - - - - - - - - - - - - - - - - - - - - - - - STOOPS (WHENAPPLICABLE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ,. - - - - - - - - - - - - - - - - - - - - - MASON TO ACCOUNT FOR FINISH STONE ON THIN SET G_ ONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE FOR HEIGHT OF WALL # SLAB (WHEN APPLICABLE) s;a; ;•,.•• I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF ,. NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45' F IF THAT TEMPERATURE II I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. M2.51ZE TO FIT - - - - - - - - - - - - - - MECH.5.DBL. FRAMINGWHEN<NEW OPENING,U.I� (MIN. 22"x3C1") 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 4.WEATHERSTRIP AGGESS OPENINGS 4 PROVIDE R-49 3, ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL INSULATION ABOVE w/WD. FR. (OR EG) BAFFLE OR CONFORM TO AGI 506. RETAINER TO PREVENT INSULATION FROM ENTERING I WALK-IN DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 OMIT WHEN ATTIC AGGESS DOES NOT PENETRATE 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / CLOSET � �` WALK-IN � BEDROOM 4 THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO i 43 S.P. V O GL05 ET U V U V 5. INSTALL AS PER MANU. SPEG.'s TEMPERATURES WITHIN 10* F OF CONCRETE. i0 O dJ O 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. N N cV`fl 12 REMOVE AS REG'D. O ?.. ,E' •<� �: ?iq � ® BEDROOM 5 O BEAM POCKET (TYP.) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE O z 24i S.F. BATHROOM 4 z ® z ® I I I I Z TYPICAL 01..05ED FOUNDATION PERMITTED WHEN NECESSARY. 13 w PORCHES / PATIOS: "70 S.P. I. SEE NOTED DETAILS 'i. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 53° F OR HIGHER I I I I p 2. ALL HORZ. SURFACES SHALL BE: PITCHED ® 1:48 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. a I I I U FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 6. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. U v OO FLASHING FROM 12" ABOVE AND ADJACENT TO 5LA3, O BED ALL FLASHING IN ASPHALTIC MASTIC 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 N BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER (A5TM C494/G494M, TYPES G AND E). BATHROOM 5 Lu I I I iLLi A TO MAIN FOUND. 13o SF. - z Q 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL - I I p 14 PROVIDE 4' SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE 5OUARE INCH. - - - - - - - - - - - - - 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED PROJECT: O15 EXTENDED FRAMING TO ROOF RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR REACHED A COMPRE551VE STRENGTH OF 800 P51. " - HEADER (BELOW) TOR.R(ABOVE). _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI 506. - - - - - - - - - - - - --- I LA U R E L AV E N U E 0 0 I I LOT 8 �'77 O O ATTIC/STORAGE 1-A7 SOIL BEARING CAPACITY NOTE: I FAMILY ROOM UNCOND UNFINISHED, NED SPACE STRUCTUBEARINGRAL GAPACII6N OF TY OF 1.0 TOON/S F ASSUMES A SOIL I 465 S.F. LA OOMY �ATGI I I 1135 LAUREL AVENUE 4 66 S.F. SOUTHOLD, N.Y. 11971 II k DRAWING TITLE: PROPOSED STRUCTURAL PLAN II - - - - - (5) '1_5" LVL FLUSH HEADER - - - - - - - - - - - - - - - - - - - - - -J - - - - - - - - - - - - - - - - - - - T PAGE: AW II NEW UP 940 Aoqk 0 0 0 DATE: 01/19/24 17 OF 19 \ \ L w !p X SCALE: 114" = P-o" 0E I ERAL I �-150L E"r : r _ EXISTING TO BE DEMOLISHED �777777TJ PqOOD FRAME (L.G STL. EXISTING TO REMAIN �``1 WHEN APPLICABLE) Q NEW FOUNDATION WALL 0 NEW WOOD FRAME (L.G. IW STL. WHEN APPLICABLE) NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL Q � N F WOOD FRAME (L.G. STL. ® POST FOR 4 WALLS Lo C CA WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR (5" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED co WOOD FRAME (L.G. STL. CV ; O WHEN APPLICABLE) 0 Lo Z d POST $ COLUMN DESIGNATIONS: p O � C m . fl STRUCTURAL PLAN NOTES POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O Lo - SINGLE SPAN STRUCTURAL ME1�IBER: A5 FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY CV Q 4 SUCH MEMBERS ARE NOT NECESSARY EL5EWHERE, AS SPECIFIED O 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES t STANDARD Q �- O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAM5. OSTACKED P05T/COLUMN: ®-Ed (U 2"x4" 1-05T I BI (I) 2"xb" P05T 2 LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): ®---a (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ( NEW 2"xl0" R.R. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A5 (5) 2"x4" P05T B3 (5) 2"xb" POST ® Ib" O.G. I I L HOLD OWN (I5T TO 2ND FLOOR,I_ HOLDOWN 'A' AS PER PAGE 6-00:3 A4 (4) 2"x4" POST B4 (4) 2"xb" POST OHOLD OWN (FOUNDATION TO 15(' FLOOR): I 10:1 I I 4-1 4B HOLDOWN 'B' AS PER PAGE 6-005 A5 (5) 2"x4" POST B5 (5) 2"xb" P05T O5B 1.NE EW 4"FORGP.D P.GONG.°SLAB wLbBxb"-10/10 W.W.M. UPON 2. b MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SOH 40 5-I/2" O.D. SGH 40 Co B. 4" (MIN) &RAVEL BASE p--� 5TL. COL. (A5TM Q� 5TL. COL (ASTM A125) BY SIMS AI25) BY SIMS I I I ■ PAD FOOTING STEEL (OR Ea) STEEL (OR EQ) I Q NEW 2"AO" R.R. 6B 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS PER a ® 16" O.G. DETAIL 2/A-401. TA STRUCTURAL PERMAGAST COLUMN (8,000 LB5): I x POURED CONCRETE AND STEEL REINFORCEMENT NOTES: STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. cV 5,000 LB5 LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ■a PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF ° COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. OPERMAGAST COLUMN FOOTING (PAD FTGJ iB PERMAGAST COLUMN UPON 12"(P P. GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION UPON 24"x24"xI2" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR DETAIL b/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. AS C AS PER DETAILS 8/A-401 � q/A-4DI (TYP)xI2" DEEP P. GONG. CONTIN FOOTING 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. A-4 TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT O REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE 8 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. DWELLING ENTRY VERIFY DIM. IN f'IELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED U I I \ CARBON STEEL ASTMA615 GRADE 60. MM FOR SLABS DO NOT O I \\ to TYPICAL P. GONG. FOOTING a WALL CONSTRUCTION: NEED TO BE EPDXY COATED. X 2 xb P.T. SILL PLATE w/COPPER TERMITE SHIELD 8 � cV - SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAP5 SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS `t 3 ANCHOR BOLTS AS PER PAGE 6-005 SHALL BE STA66ERED. z I I \ P. GONG. FOUND. WALL AS PER:DETAILS 9/A-401 BASEMENT, DETAIL 8/A-401 ® GRAW1-5PAGE, B DETAIL T PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN I I \\ VA-401 ® 5LAB-ON-GRADE PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR S.O. FOOTING 5'-0" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - AIR ENTRAIN P. CONC. FOR POR:CHES /PATIOS / _ STOOPS (WHEN APPLICABLE) MASON TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE - - - - - - - - - - - - - FOR HE W HEIGHT OF ALL $ SLAB 4NHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE II 2.SIZEMIN. 5 FIT APA IEQUIP. THRU OPENING (MIN. 22"x3o") 1. M HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I I I I c_v NEW 2"AO" R.R. I NEW 2"xIO" R.R. 2. 5P ECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I r ® 16" O.G. 1 Q ® Ib O.G. 4.WEATHE:R5TR P ACINO C NEN 1 ACCESS OPEN R4 PROVIDE R-4cl I I I I w INSULATION ABOVE w/HIP. FR. (OR EQ) BAFFLE OR 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL CONFORM TO AGI Sob. I 10:12 I I I I 1RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED,AS PER N EGG R402.2.4 �� I O O I I 10:1 I. (OMIT WHEN ATTIC AGGE55 DOES NOTOT PENETRATE 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND �j THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I TEMPERATURES WITHIN 10° F OF CONCRETE. 5. INSTALL AS PER MANU. SPEC.s X= ROOF i 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 12 BEAM POCKET (TYP.) REMOVE AS REQ D. 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE Z TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. I I a v I Lu 13 0 PORCHES / PATIOS: O O I. SEE NOTED DETAILS 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR 1416HER I I X I I O 2. ALL HORZ. SURFACES SHALL BE: PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I 3 ® N V FROM BUILDING 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I I z o ry I FLASHING FROM 12 ABOVE AND ADJACENT TO SLAB, r BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-GORRO51VE ACCELERANT ADMIXTURES ARE I I 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (2) 2" X 14" RIDGE (2) 2" X Ib" RIDGE _ _ BE DOWELED w/#5 ® 5" O.G. VE'_RTICAL TO EA. OTHER (A5TM G4414/0494M, TYPES G AND E). I NEW 2"xl0" R.R. T - - - - - - NEW 2"xl0" R.R. d TO MAIN FOUND. ( I ® 161 O.G. I I ® 16" O.G. I I Q 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GRO55 SECTIONAL p 3 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED EXTENDED FRAMING TO ROOF RAFTERS: I � I I ( I PROJECT: ` 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR TO READ PEATED FREEZINO AND THAPqINC7 UNTIL CONCRETE HAS ED A COMPRE551VE STRENGTH OF 800 PS I I o I 10:12 HEADER (BELOW) TO R.R(ABOVE). ( ( X�I I I I LA U R E L AV E IV U E 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. - I � ® � z II FLAT - - - - - - - - - K V I I I LOT 8 =x- - - - - � �I� ROOF 00 - - - - - --- - - - - - - I 501L BEARING CAPACITY NOTE: I I w z STRUCTURAL DESIGN OF FOOTINGS A55UME5 A 501E I I I Q NEW 2"xl0" R.R. `t I I I 1135 LAUREL AVENUE BEARING CAPACITY OF I.O TON/S.F. I I I i ® Ib" O.G. iv I I I SOUTHOLD, N.Y. 11971 II I x II II NEW 2"xl0" R.R. I Try ® It," O.G. i I n I I I I DRAWING TITLE: NEW 2"xIO" R.R. '�I d 1O`I I I ® ib" o.c. ( I PROPOSED STRUCTURAL PLAN I r� I - oo II - -z- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - -� - - - 6:12 li ii II � i PAGE: NEN 2"xl0" R.R. fY v N 00 dJ X z) 10 4" FLAT I I I n 1 1 ROOF I a \ \ � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - DATE: 01/19/24 18 OF1.9 x \ \ I I NEW 2"xl0" R.R. ry L - - - - - - - - - - - - J 03 FR0FO5F-17 ROOF FRAM I NC PLAN SCALE: 1/4" = P-O" } 4" FRESH AIR VENT THROUGH ROOF a I�I 3"I I W I J � I ILI Q � N I v 1 C O Q I — r- I ry N �; O I l0 LO z 4 C O U N I O O m .� 0 Lo LAUNDRY ROOMBATHROOM BATHROOM - I NO O -----------------Z------- c ------ F------ 2"1 j 2"1 2" 1 1 1 2"1 1 1 IL I 21 1 1 1 21 I 1 I I I I I I I I I PROVIDE "ABE5G0 FP200 FR 1211 I 12 I EXPANDING FOAM" (OR EQUAL) v I I I 1 1 AT ALL PENETRATIONS IN FIRE I I 1 1 RATED HALLS AND L I I 1 I FLOOR5/GEILIN65. PRODUCT 1-4" 15HOV ER 1 I- ISHOWER 1 CONFORMS TO ASTM E 514, WASHER 1 I I A5TM E 84, AND UL 14'iq G.O. 3" 2 3" 2 211 ♦ ,LAUNDRY CL. BATHROOM BATHROOM ___ --- -- ------ v __ ---- _7----- -�---- --I-----� M --T-----r---�--- 1 I I 1 NOTE: W r----I----r-------T--- I 1 I I KITCHEN 1 NET BAR 1 1 ALL PLUMBING NORK Li.l PWDR. ROOM I I 1 I I 1 1 1 SHALL CONFORM To �J 0 1 I I 1 I 1 I I I LOCAL PLUMBING CODE p 2„1 2111 2111 1 1 2„1 2 1 1 12 12 „I .2111 1 I 1 1 1 1 1 1 1 2 1 1 I GLEAN OUT 12" 12" 1 1211 1 1 3 1 1 AS REO'D IL I I I I 1 PROVIDE F.A.I. %moil .♦�� I 1 I 2 V <�SHOWER 1- ISHOWER I- " I- 1- . WASFfER 1 TUB Dw w, 2 2 51 2'. 51, G.O. 0. (IW) 0 G.O. LL 4" 4" HOUSE 7�ex==rj=�> MAIN DRAIN G.O. v z 4 TO SEPTIG N 5Y5TEM 4 NOTE: a ALL PLUMBING d p FUEL GA5 HORK p SHALL CONFORM PLUME31 NC R I..OIER - I7RA I N / NASTE / VENT IL TO LOCAL PLUMBING GODS 4 9 FUEL GAS SCALE: NT5 to N PIPING PENETRATIONS: I. PROVIDE "ABE500 FP200 FR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT HALLS AND FLOOR5/GEILIN65. 2.PRODUCT CONFORMS To A5TM E 814,ASTM E 54, AND UL 14'Iq KITCHEN LIVING ROOM a O 6A5 FIREPLACE J LL t(1 Z 0� W VERIFY SIZE 2 w/MANU. p RANGE O V m m v k Q w a 0 NOTE: PROJECT: BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBING WORK w SHALL CONFORM TO 0m LOCAL PLUM LA U R E L AV E N U E PLUMBING CODE m p� p� p� p� PROPOSED BURIED I,o000 LOT H p I I I I LEGEND PROPANE TANK FURN. / � I � I � I � I � AIR HAND Q I :4 I :� I :4 Q 1 :4 ____ HOT WATER � -� SUPPLY ix i IK i ix 4a Q!3 i ix 1135 LAUREL AVENUE N dJ 21 I v X 1 v x1 TX �0 31 A U �1 !S X I 1 v 1 v GOLD HATER SUPPLY OAS RISER — SUPPLY SOUTHOLD, N.Y. 11971 N I Q N I :Q SHOVER m N I NI �ry SHOWER N 1 1 c\v iv 1 ,Q�`5� - �I I 5GALE: NT5 L ---1 ----i =-----------------'---1=---- '---------------------- L=---J PROVIDE "ABE5G0 FP200 FR L_.._..L.._.._..I-_.._..-..1.._.._.._.._.._.._.._.._.._..-..1_.._..1..-..-.-.. ..-..-..-.._.._.._..-.._.._..-. -.._..-..�.._.._..J EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS IN FIRE LAUNDRY CL. BATHROOM BATHROOM KITCHEN NET BAR PWDR. ROOM RATED HALLS AND FLOORS/CEILINGS. PRODUCT PLUMBING RISER DIAGRAMS CONFORMS TO A5TM E 814, ASTM E 84, AND UL 14'19 GAS RISER DIAGRAM O OJ INTERIOR SHUT-OFF I I IL oa FOR H05E BIB : i :Q 1 :Q i �4 Q i !Q I ��' ' �4 a Q i 1 1 1 1 Qa Qa qa I i x Q, I i I i I i PAGE: 1 . v I 13 I I I I v I I I I aill' X I l y - �I V 31 1 v K Ix x I 3 �3 I V - X I I U �1 1 U 31 I V �1 1 V NEW FREEZE PROOF HOSE BIB T d1 T _ TI =1 : T1 :v T1 :V T T T_ _ I _ 1 - I I Iw/VACUUM BREAK FASTENED(V1 I mfV I cV I �� cv1 1= ivl 1= SHOWER ivl �= SHOWER ry I �� m N 1 I N I �� tV I �� (V I �� w/PIPE FASTENERS (PRECISE WASHER Q I I I I ' Ar I TUB J J I I n W I I I I I I LOCATION T.B.D. IN FIELD - I --- L ---- =-------L=----------- --------- '-- --=----------1_--L ' -------1 '-- -----J CONSULT H/OHNIM .._.._.._.._..L.._..I.._.._..1.._.._.. .._.._.._.._.._I.._.._.._.._.._.._.._.._I._.._.._.._.._.._..1.._._:.=.._.1_.._.._.._.._.._.._..L.._..5._.._.._.._..1._.. _.._.._.._I.._.._.._. I I i DATE: 01/19/24 19 OF 19 I _.._.._.._.._.._..-i TO STREET i rHATER MAIN tu to- Mf t — PLUME3 1 NC RISER - SUPPLY SCALE: NTS