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Home My WebLink About50634-Z -w x TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE ems' 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 #: 50634 Date: 5/7/2024 Permission is hereby granted to: Marratime Ca ital 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: 1475 Laurel Ave Southold SCTM # 473889 Sec/Block/Lot# 56.-1-1.4 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 y,rP die "� TOWN OF SOUTHOLD—BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 lilt ://wv,V'vV.S utholdt wwnii . goy° sfl Date Received BUILDINGAPPLICATION FOR ko For Office Use Only bPERMIT N0. 3 Building InspecCar:, Applications and forms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. Date: OWNER(S)OF PROPERTY: Name:Constantino Marra SCTM#1000- 5(p — p — .Z4 Project Address: )4--)S ( ,reA f/o—*)uR I SOO 4eA'n0 C,LOT' (0) Phone#:516-946-235 Email:dmarra02@gmaii.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: -- jU 11.E LL�L Mailing Address: p Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION RNew 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 ONO 1 PROPERTY INFORMATION Existing use of property: v � ��T Intended use of property: S' IkViLC 'VAt ,L\/ M Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to O this property?XYes ❑No IF YES, PROVIDE A COPY. heck f OA after a ding: The owner/contractor/design professional!Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zorn 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): ." ...Av,4—,A I TE;c,'N(Le Authorized Agent ❑Owner Signature of Applicant: Date: STATE OF NEW YORK) SS: COUNTY OF c �P being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the G�fJT (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 nowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. 74 BARBARA H.TANDY Sworn before me this Notary Public, State Of New York No. 01 TA6086001 Qualified In Suffolk Oounty day of , 20 OR4 Commission Expires �C2'G-C17 Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) vAr-,, residing at eA- �� / do hereby authorize '" AQSw 1FCA%)9-4E to apply on my behalf to the Town of Southold Building Department for approval as described herein.. �Z Owner's Signature Date Print Owner's Narrte 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY,i�b Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www dec.ny gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-1-1 Dear Applicant, I have received your request to obtain a definitive determination regarding a clearing time frame to protect the habitats of Northern long-eared bats for the development of the subdivision. Since the DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myods septentrionalis),a species listed as "endangered" by both New York State and the US Fish &Wildlife Service, within 3 miles of the project location. We have determined that tree cutting at this location between March 1 and November 30 of any calendar year may result in the"take" of these 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, h 1/111,�/, 4"X X Mar MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File agar 9RK (Saurtrrtnt rat 14� Conservation NE1N YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 525 Broadway, Albany, New"yank 12238-8505 P: (518)402-8111 F: (518)402-9029 www.dec.ny.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No. GP-0-20-001 for the construction activities located at: Laurel Avenue Southold Subdivision 2425 Laurel Avenue Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/22/2024, which is the date the Department received your complete eNOI. 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). News oRx Department of s1+xws rnawrpamnuucw nViCK>nPTaentatl Conservation If otl°, r 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 G,P-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, David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 Ok'FICE LOCATION: r,..„��"-�;:�"��r°,�- � MAILING ADDRESS: Town Hall Annex P.O.Sox 1179 54375 State Route 25 " � " ✓ Southold, NY 11971 (cor.Main Rd. &Youngs Ave.) ,� ' `" � "'„ Telephone: 631 765-1938 Southold, NY j)'gr r www.southoldtownny.gov TNI Y 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 o CC#: C23-15817 -rO 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 05104/2023 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 vP VINCENT PULED SEAL EFm_ iiairFr I1 �r,�r�i-ut i='uY�o nber of pages CLERK OF - 3IFF0I_I{ GaN'IiTY This document will be public P 222 record.Please remove all Social Security Numbers prior to recording. f� Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20 2. Additional Tax SubTotal TP-584 Spec./Assit. Notation _ - or EA-52 17(County) Sub Total(0 0 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 Affidavit ?P s Mansion Tax C The property covered by this mortgage is Certl or will be Improved by a one or two 15. 00 oZ family dwelling only. NYS Surcharge ._ Sub Total YES orNO Other If NO,see appropriate tax clause on Grand Total page 1i ofthis instrument. ern a, mar.mt+ 4 Dist ova5 Community Preservation Fund .� � Real Prop 5077767 Consideration Amount$ Tax Servit P T Agency R DTY A CPF Tax Due $ Verificati 04-f IIY Improved Satlsf'action s/Olscharg 1�+Releasesg,Is�t Proppe� rty Owners Mailing Address 6 ECORDa4t 9tE'Y'URNTO. 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 T)t1e Company information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk TitleN Suf oik County Recording & Endorsement Page This page forms part of the attached COVENANT made by: (SPECIFY TYPE OF INSTRUMENT) 2425 LAUREL AVENUE LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD PLANNING BOARD In the VILLAGE or HAMLET of BOxEs 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIORTO RECORDING OR FILING. over RE!CURAILQN O VE T"S D RES'XBLC NS DECLARATION made this..�ft day of _,205 by 2425 LAUREL AVENUE LLC,a New York Limited Liability Company with an address at PO Box 181,Westhampton NY 1.1977,hereinafter referred to as the DECLARANT. N,�11'51.a':..- 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 Map as District 1000, Section 056.00, Block 01.00,Lot 001.000,consisting of eight residential building lots, and more particularly bounded and described in Schedule"A" annexed hereto(hereinafter referred to as the Property); and WHEREAS,the Property is a portion of a larger aggregate of parcels for which the Declarant made an application to the Planning Board of the Town of Southold to subdivide into eight residential building lots and one open space parcel as shown on the Subdivision Map entitled"Final Plat Messina 80/60 Clustered Conservation Subdivision" prepared by Nathan Taft Corwin III,dated September 2021 and last revised on January 25,2023,to be filed with the Suffolk County Clerk,and hereinafter referred to as the "Subdivision Map"; and WHEREAS,for and in consideration of the granting of said subdivision application shown on the Subdivision Map,and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS,the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and development of the subject property,and to further the goals of the Town's Comprehensive Plan; and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 60%;and WHEREAS, as a condition of approval of this conservation subdivision,and in accordance with the Town's goals of land preservation,the Southold Town Planning Board has found that 80%of buildable lands for the aforementioned property equals 31.3 acres, and has required at least that amount of land be preserved in its natural state; and d. No clearing or grading is permitted outside the limits of clearing stated above in item c. e. Existing native vegetation including groundcover,shrubs and trees,shall be preserved in all areas outside the limits of permissible clearing,with the exception of deadfall and invasive plants.The deadfall and invasive plants proposed to be removed must be identified in the field for inspection by Planning Department staff prior to removal.Removal must be done selectively,preserving native plants to the extent practicable. f. Prior to building permits being issued,the clearing limits,and amount of land to be cleared shall be shown on the survey submitted in the building permit application. g. Prior to any clearing or grading,the clearing limits and buffers shall be clearly staked on site and inspected by Planning Department staff for compliance with these covenants and the Subdivision Map. h. After clearing and prior to beginning construction,the cleared area must be inspected by a Town official(either Building,Planning or Engineering Department)to confirm the cleared area conforms to the approved clearing restrictions. i. At any time,in perpetuity,in the event that a lot is cleared beyond the aforementioned permissible limit,the areas must re-vegetated by the lot owner according to a revegetation plan reviewed and approved in writing by the Planning Board.Any work being conducted on the site at the time the over- clearing is discovered,including interior construction,will be stopped until the site is revegetated according the revegetation plan.If the season does not permit replanting immediately,work may continue after a performance guarantee is provided in the amount it would cost to fully implement the approved revegetation plan. 3. Boundary Fence Prior to building permits being issued,a split-rail or similar fence to mark the edge of the Town's open space parcel is required to be installed as shown on the Subdivision Map.After installation,the fence will be maintained by Southold Town. 4. Installation of Boundary Markers Prior to building permits being issued,concrete monuments must be installed at all lot corners as shown on the Subdivision Map,and inspected by Planning staff. 5. Storm-water Runoff Management a. All stormwater run-off resulting from the development of the residential lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. b. Storm-water shall be controlled pursuant to a Stormwater Pollution Prevention Plan(SWPPP)that meets all of the requirements of Part III of the New York State Department of Environmental Conservation State Pollutant Discharge Elimination System(SPDES)General Permit for Stormwater Discharges from Construction Activity. The New York Department of Environmental Conservation will have direct oversight of the SPDES permit and the SWPPP for construction on the residential lots shown on the Subdivision Map. 3 If any section,subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction,be adjudged illegal, unlawful,invalid or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the violator,whether it is Declarant,its successors or assigns,or persons or entities claiming under them shall pay either directly or by reimbursement to the Town all reasonable attorney's fees,court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF,the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 2425 LAUREL AVENUE LLC By:Daniel Messina,Sole Member STATE OF (Wyl%n% ) COUNTY OF � at)fabs J SS: On this al day of A , in the year 20 , before me personally appeared DANIEL MESSINA,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed the instrument,and that such individual made such ap earance before the undersigned in the State of &adin4 , County of " blot Public IM lNLOCHlicrolineMy Aug 10.2031 5 (2) South 14 degrees 35 minutes 10 seconds East,432.00 feet to the point or place of BEGINNING; RUNNING the following three(3)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 35 minutes 10 seconds East, 179.11 feet to a point; (2) South 13 degrees 07 minutes 30 seconds East, 312.17 feet to a point; (3) South 12 degrees 45 minutes 40 seconds East, 534.01 feet to a point; RUNNING thence the following five(5)courses and distances through land now or formerly of 2425 Laurel Avenue LLC and along the southerly line of a certain high tension electric transmission line easement: (1) South 76 degrees 52 minutes 30 seconds West,200.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,309.98 feet to a point; (4) North 14 degrees 35 minutes 10 seconds West, 247.62 feet to a point; (5) South 85 degrees 01 minutes 39 seconds East,212.25 to the point or place of BEGINNING. I /;1m1 ;\11t NYSIF New York State Insurance Fund PO Box 66699,Albany,NY 12206 1 nyS9ff,c om CERTIFICATE OF WORKERS' COMPENSATION INSURANCE qT AAAAA 881819063 AMP BUILD LLC PO BOX 152 »» MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOWN OF SOUTHOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 119520152 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12579146-8 109020 10/11/2023 TO 10111/2024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2579146-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU'WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/ NYSIF.CDMICERTICEI T AL.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 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 ACCO " CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/YYYY) 1/8/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME: Sheila Maher Arthur J. Gallagher Risk Management Services, LLC PHONE FAX _...................... 516 622 2482 516 745 0082 1 Jericho Plaza larC Nip E-MAIL Suite 200 ADDRESS. she meher d Com Jericho NY 11573 ING NAIC f✓' �....... .......... INSURERS)AFFORD CO..........-.VERAGE _, LLcense#;BFt,72,4491_ INSURER Southwest Marine&General Ins Co 12294 ......................_. ....,,,..... ......._... _._........__.. _ ., ..... ...._.... .. ..... ... . INSURED INSURER B. Marrcon Development/AMP Build MaRrtD`Ev-o1 137 Glenwood Road INsuR...c .., Glenwood Landing NY 11547 INSu.R.ER..D t. ..... _. .__ .. ......... . .. INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER:815305563 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ik'�� A,b6CT1 $Ci,. ............... ,. ...,,,....... .. .� POLICY EF.F..-. POLICY EXP..�.... .......... .......-. ........ LTR j TYPE OF INSURANCE POLICY NUMBER MM/DD MMIDDIYYYY � LIMITS EACH OCCURRENCE $1,000,000 A X COMMERCIAL GENERAL PRt MPr rLap nearr, nrep ,$100,000 LIABILITY "} OCCUR „_, , f GL2023RLH00503 12/4/2023 1214/2024 f MED EXP(Any one person) $5 000 ------------- GEN'L AGGREGATE LIMIT AP I ..... � $, , PERSONAL&ADV INJURY 2 000 000 1 000 00 POLICY APPLIES PRODUCTS�COMP/AOPAGG $ OTHER: X" C � � $2 000 00.E . ........ T MOBILE LIABILITY COMBINED SINGLE LIMIT $ AUTOMOBILE AUTO ` _ BODILY INJURY(Per person) f$ SCHEDULED . ...OWNED BODILY INJURY(Per accident) $' $ AUTOS ONLY AUTOS — HIRED NON-OWNED , PROPFRTYDAN'QA4a'F $ AUTOS ONLY AUTOS ONLY mu_, - $ UMBRELLA LIAB ..�OCCUR ' EACHOCCURRENCE $ - EXCE SS L,L�A.e_B...._ �. -.CLAIMS-MADE L.A. GGREGATE .. .._.. n,. DEC $ RE I ENTION S 1 $ ,WORKERS COMPENSATION J I PER OTH ANY ROPRI TAND EORIPARTNER/EXECUTIVE E.L.-.w, EATCHACCIDENTER YIN j � 1 �... .. �$. ... . .....,..,,-,,,.. _............................. (Mandatory in NH) E.L.DISEASE EA EMPLOYEE'$ OFFICER/MEMBEREXCLUDED? N/A Ili yes.describe under �.�........... .... .. . DESCRIPTION OF OPERATIONS below I E.L.DISEASE-POLICY LIMIT I$ I I I I j I DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDEN CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD MEw Workers' RK Compensation CERTIFICATE OF INSURANCE COVERAGE Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW ....... ...... ....... ........... PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier ........... .. ......... _-------- I a. Legal Name&Address of Insured(use street address only) 1b. Business Telephone Number of Insured AMP BUILD LLC (516)946-2355 PO BOX 152 MATTITUCK,NY 1 1 952-01 52 1 G. Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e,a Wrap-Up Policy) 881819063 .-............._ ... ........ _ .............................................. 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 DEL 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 e-A . �. _ (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 ....... PART 2.To be completed by the NYS Workers Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board, the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title ............ ............................... Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 770035 Additional Instructions for Form 1313-120.1 By signing this form, the insurance carrier identified in box"3" on this form is certifying that it is insuring the business referenced in box"1 a"for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17) Reverse i Generated by REScheck-Web Software CN./J Compliance Certificate Project 1475 Laurel Ave (Lot 6) 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 IF • • • • - e 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 A5.5emblies Prop.Gross Area Cavity Cont. 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" o.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: 1475 Laurel Ave (Lot 6) Report date: 01/18/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. 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 consi t with the building plans,, specifications,and other calculations submitted with the permit application.The proposed buildin ned 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 A18-JAN-2024 Name-Title 5ignat 14 Date Project Title: 1475 Laurel Ave (Lot 6) Report date: 01/18/24 Data filename: Page 2 of 2 /A 0n I S 1P T111 x 11-0'S-ANDARDS �r^ ,m.yw.'M i .. ,,.......... 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H TK art et ever[a evatlen sro oe a mr mm or 0 TAX MAP' ,r all //!• O PROP, W.+' ^b x ' ' n D M,c or Vc I/A OhfS mnt cwiorm to Mc d ^F , E Dapw[mant,epprwoe/A CWTS H-S document proporeo o- n'P ry mP loot be ow e r +� m the e[Me Leeva[o a.s, Noe,,Ho M1we P „ea a dmeter or 2 reet or o IIup[ qGL ^ `, 1 V ordwce w M Me stwm•m ldr'Apprwel wd Manage nt o robc wco or 2 root bj 2 coot ZOhIN6 DI TRICT R HG VGN CONFORMING I �_WIP ,w f` y w'• �� r I onrovdtNe ero A temo:Ne Oro to Wmaweter Treetrront 5�terro' �'J „+vn le.Tro M1 xomdx mom rdtwtor de Mxdw br ou<e[noerr r, ,•'^ /// ��/�/fl///...I// ////f%/% ',IIr 11 I •� Y r�zK�rc alms w, «Ix' n P ,,, f,J %� f 1f U /D,%i i%%%/ i l//1/%/% b "oo,L .ud M1N / P Q ry� o p t k,erou x adnewated or preame n.An,ewer PIPE pendtroe or,In Me,empl rd mweom,roux %° ''".1 >s/ i /f%//j;�%�I///� 0�% //%//// A'+"�':"' r,,"✓'r, rr"^^^w"rr" ',.+r.,�'"'^„d°.rrC�,+'"r 11 �� W cwcrotTSm I Yo9 1 tdd IprrroPmtmw ONYGRR Appandx TS A Tne-Ir dl o« ^ %LOT • f" `�oA d'"�I�" v wd:ort�l t DESGRIPT,IIOh(FOOTPRINT) AREA I a, mac , rr c Pd.xm.Kwa L m�edre,ow � ,�" .fA � twke 1,proM1bteo. ELEL LA1 RE4111REMEMS' COVERA6E � ' 2 I/A O F ,a,cpL c tank Iw pretreatmert tIc LOATROL PANELS �.,. pt twk M10 be kr a In oeewowee w M sec[om 5-Ot Tne contra pore bex mus•be F oceo outs w a su tab a TGTAL LOT AREA 35,O01.G S.F. .. .. .. Z. U c @ tylH Peae-b near tb,trtctrre-It't,xrve,A,-.rratve u p box mw Lx me�mtee dr m a.1-we er"e7ucn.re fPr I b e PROPOSED DWELLINS 3,721.0 5 F.. 3 L err p Lro ewlro,weWre/,ntam Mot o It"It,room wo rote vrc Cecee)Over aco:w,Id, I I/A O T5 I t" s cxa r mcwaerce w M xct or Uro pwe dd.w r<core ecr are Gepertment w INGRCUI.G POOL 800 O 5 F :25% 5-101 aro 5 O M cm tN-cmc bm,we w it'I/A- PROPOSED nwcleclwcr opp o ,,^/ p •y/ 4,At d m nlrnm / O trot-[ants K septk torte sfa 2 Tb romc o1 Vc/A OwTE OaN Prw dcr_t be c c TOTAL AREA OF ALL 57RIY'URES 45210 5 F 12,P9b d. Wove 20-xlcM1 covers w tncrmo t c cove cdnmct r cme or a wmt are rc udc a Wont MAXIMUM LOT COVERAGE ALLOWED-20% J H 1 " PROP. %m FV,"'Y:L FENCE +' %% net wd wlroh sectlan Pen y to gale locdtde over the Exb ec 1 M1e P re.6 d-Its s to te�r�ed de P� � ��I � � J F O dro n,eae- waw Me nn oaae en eo ne e t>er 2o-1rcM1 a dmemr water[ t l pmm rae Sccrem A0-vaePte Liwk napPrwe tox tla-ag ddmo 3x wee[tw mtreTw�d".m Wa+irm�:rvwH'alreµ k,y 9P ,i fr�f/1//9/0�), /I!/D //�11/f r..f/ i i //// rl/�/i// H U B[..... ..�1 V r7 �r' ,"".!'�✓'" " W V J er vew e w pork ng area Me vn t sna be de,geed ar;d/or f l ..„.�... ✓'v b^ J N mLa a to w Uetwo✓ago w H 20 oeeing ae ee,Igroted of s.TM1c cwtro paro,b be p aced at a comrortab c nc gM1L ror 1K ,� /;r?Y,i/ / /a„ � O ''.. AASHTc, agree„ r.'mae tv '. ,, "~.«wr. nwF* nt Agerc. / // b.O d g TgrHoere,agmemapaann t-ad when w/A owrs, �xx�ane«.��ww:l axwa�mlt lFeslt'krH�o'sew a poor'm e"wpa N3 U" N" W 3 ,✓ ,✓ ww a t e�eM1wge Hto w I/A owrb we Mc x SG N Cte'LOT'R9,`Gw,r4l°^..r 10 RC/e;dnN o'SO. F..r' U � .. ��'°�. "��+ �""�� P°� r" � �,r �.:✓ ✓"�� ^^"^"� �� [,ror bdck.ro,M1 x�cd.aeceee re zw wore t..y.wn...r om,de, event mm and modwe'.. .. R ,...�.-� � aw 1-ST�t'Ry ND w w,m dywe dcdedab e a Td_or V egd a al A x c coke coed;a Tre / " r Dep cenm,t t s a i. r^tl 4 .,prUxl ,✓' .A,n' A V-^+'.,M D� LNO w/RNaE�p;rN rrdm reoe g the cenvtre pone o-;ree en bexee AR�LL,^M1 C3'"f iP'Rk7v'GECG4 GL?�'•'QS r✓l.mi I"Y•Y,q":q SV^'. _ I se vnke-11 W readily BEDROOMS) .hkM1 w AGE ON SLAB " e• »tit�eo+l ow- m a,�erd1�imet�L�ni,w eat w aaa..wa rao.e w ue�a or,t of ue le,c cw be L rt^,++*.A,...aREa.c'4"1""TO RE14 wt v,S.a+a r.?S..n: �.� , I�wnt �l..,"u"_.. r'r✓' ✓ � � /A owns Ldrt,, r° (4 2e5 F y 4v PPed w• gram ng ri em � �� .F -„- paro,drug L �' ��,�. 1Gm� Arr ri-",.n",.•rx.... e,Altort,art,-,L tw noter[�t Two rretbo• D ,.- c cev ce be n[o a 4M A K ^ / +," of er,ur ng Conks o-c prw oc , remctc a om xt F cot o^Le Ve OI N prw mr "" ." "^_ d C /' ✓ wolertWl[zro Lb a Mer vac,wn te,tro w water pra»l.ra test ro cwerao a!Ve OIM o feemert - �-�- •"".............. FROP.FU_'IGLEAh II A�,✓��E A�� 2 „�� metrom m ro o� - - s�te�wM1ICM1 ore nee de,g-cd to r ow w drw g ere ......... ".... _ m^r/ f^o o^' ^ r' 'T ✓^^^^' f4)rco-es!Otaru� j ''fit' r uao vecwm to iorm stem orin nOFLOCD MAP DATA: P N h"G'YIURIE, � / � veer m;s nM1 etlor two mrvte, x lµ r 9O%el Pom�eclabn Ts A.9c e a oercreterr tc eee ate 4a-tP Ir-i's a MiP DATE a09O15/2009 E TRIGAk BURIED, ,. N " 4 IICIIX'II r,r ,/�.r'•" r,+'4,fA ,WIv,,u� W v+"'� ^ ' W tl ✓f, 'v / i' ✓'� /d , , fA'r' ,+r'yr. b.t nY�T m.,t. FLOOD zonE:x N,. "' ...,'"w --.-..»..»_ r"✓'`. ,/ �" '""r.,,,..!'.:..^':.t"...,�'.?"._ L'"".+'.'^:.,."..�''.e".»b vV k.'�T�""... ror"'&j L tI n I, '� D.! 'P�+'1tw1G'`cdb I oats 2 SIT_PROTEGTION/SILT FEND NO TO BE PROP FU QIMAdL AIR ^ wwt+FI 9 �M Ktl K tl dv:I M1 gnt ero ec -outs de the/A OhT_tort cM1amxr _ED AS REOU RED BY THE TOhN G= B_ONER Q Fv'G ,,......„_",,," ,.,•. m..m.IT ..I A d p'' /.,!,./ n✓ .. +0 r Te K Mc 244n L L t the to i must oe wdLer! gee t oro 10.brf P. Tne Corks rwda 1 wotar d-I', INSTAL - p oPP µ dhM1UR L N$^TO 4PAA�„,rv. '4'""'.. .,._ ....�"-,R___„�.�� ,mm� w. PROP, _. ro d Iw tM 10-Ycv per oe Mbtar pre„ure teatwg, 2 pad p m[k e-r mrg ms pro w 9 _' NK i^'GN'p WALr.1JAY rdctl to be eoro on tc elar Wta lat on n ocotee wb'de or Me/A Olttb un L mnt be Plocae _ f I " a / LL-� �(y readmme `� r ) by eom o' � IY a�rr.N,Ar"I:,� ..t;;,21 ;,,! P 111 e SURFACE WATERS OR WETLANDS ARE NOT Ali Fe 0 ggqq L O N luo�a IF o promr�oan tocattx�dtown acca,>opan r;g to worn yPm x„r.p I r-91 '.pc b4 mrv®maw �wPbrw LOCATED WITH N LRC OF AV PROPERTY �1 O O I , ,.,, aF _� IC a I A OVn&VtN oPe"^^2 t 4>E_EVATIONS RCFCRCNLC N.AVD(4B5 /v In 1 X wy TCu A$.Rtla I m 12 4 TM1c Fleab sbl de a[ t k a le 40 P/L Moat Lree lye -y M1 1 E 1q 'r ./"v „ • - - ry Z Cda.Gk,j7 29 'JwS."'dy.S""S '.L'"-"-L�^'1,LU. F41tAi'n"E`,".c'�1:: Nat cw k»eds y remo d o-sary ce or oe)rs rmerR Tne Raab 5,NO WELLS ARE�OGATED WITHIN 150'OF L Yry1 Ty Mb moll rot be atLccr;ce to Mc 1-men SUBJECT PROFERY L NES. p em dperdte weyl U 1 k O W M 0 -M � f 1.Nd,dwcreLe prerm kdtee,eptk >b 1 dwror.n to b;e s,me De drrment ero d�erre x o.no, t ITtA'4T"Mny �. a '.,a -P a romne ePeraug cyc e. I .I PROPOSED c, .. MIN z f APMAOJ'Amcrkw Ndtoro Slareare ror Prcrdbrkotdd ee tk U-ILIZL FI)B_IG HATER AS P-R-,HA: C BE"«Y1'AT''+! h"C"a1pA'"'^Y .. " .. """ """" """"""•••••_"•'"• ""'"""""", Teak_,•ANSIz ooa-tom rm av mP cm a rev,d.�nPaoteo-. b lmpect on ror edkdde ds Me Iwce men r tmg,win re mace AST a 0x� "`"'��OU"TOLE bN ., �.. I A_PHALT rwedw As t dmlr tb Leet SCTM:IOOO-56-O-m_4 EAN17Aak4°U� e•Pmnb re w;e Mecnw cal Olikldb THE FOLLONINS LOTS W 1r N I50'OF 1.G'm;rtl,"rY I- 5A`'v x "- rra« eTa a„mo.a lmlo mee^ro ao or m,emb w m Pone pracewre seTM PiooG s�o-��e '..eGN+wEc TR. '*n, T 5 Orr H ViPa, G DRh/EhAY O u,�.�IE.J»«C'Y LOT...dTr nnx aA'bwtlMn b a ,o cort�Ckd re tet.Fe a tb LaAb.'+' G'x.9 V r^r'Tq a " IN I P 'c'. ✓``✓C11".i,^v"&'M ,µ preeen w SCTM Iooe 5H o-231 a L n alar "R'•.^CTtR.: ^vS,L OwC I K f' LP *^rN ..._ "+ %'C'" v w =er o - d me ,dr o en _d ...._ OrS Q Euro ,�iA r+n+r5p ,w DeCu e7 r*A^:n:.' , {{ DDT:�k-'EdT' MSSBDIVIS O/I6.0 GLISTERED CONSERVATION.... " I .. 9 U? µ IR..!FaTGs",Kl.;c ✓,,,,,... M1 t M 1 tc IGcn.'Icc w-momlacturcr w M tro eoAl�,ordcbree. cw ,aro�x ewe)�n erolerm hdw applbe L NDIV19o�oRMA 1, '� 1 " IkI, r^ STH.O-MARCH 20<S.P°'"'°ne"y ON �' PROJECT: LE w a.A -III nacre,rddb I Iwcc or 300 P.-per,grwc pv Z 0 1 " S.Preda,t awcrete P 4 643,6, I k" I LAUREL AVENUE nomconcretd td b M b opprwee bi!ro rdctvrer. FILED.,ULY 05,2D25 „ ! fl �, _ .. „W� , _ LOT 6—SEPTIC net be Pro P onks still " - ,n'' .;..,�,:::.,..'•.Cw.w.»'.. ...... beds ng o•d b,k rg le:.P / lm tkn. TEST HOE .LNC 2 `Y"" I .. 4,IL t,•'•,. Cork-sneu d be co d b)Ve mcry t t to t- btl ldc,d TES HO.E_DATA,,,,,,,,,,,,,,,,,,,_,,,,,...".., ...�t'L"",I,m'',.9., S?45 40 E 1 4 =ROP.2G'YL .",.,......, ecatee c sieDl N MAP 1 a beceu,e of,ze,tro tort,de rvaree b the,ee t POL OK DIST.B06 b ero x><e ee w M werre k,ere"dee DATA FROM S, v s ON F TnEss Hobo uusrMAP L 8 ,IS POINT)'MAINTARI s 1475 LAUREL AVENUE Po- 'y't gmteb.A 2 NIN DISTANCE FROM I/A OATS OF EA•'BERRY ESTATES LO�.0 V O 4ED 5 OI.' ,pccico tv Lre m-Imturer dro dpprwce W Ere Depw rt OATED M1OVEMEER IP 202„. _ Lry, ... "f .. LL ...""....,,,..�....._..... a LP.RESTCTIVELr ...�...•......_______ 11971 I. memo ror womr e�Mm,over n� r,m ae an,,,na a metros S T.r ceeae Man tank,ore nN ea n aracwv:atar,Ue ace er TEST OL=a3 TEST HG_E B TEST H^LE„„A' H _ e —� w,td Me eIt e etree m an•m gw PM mree�+ tiant b d F e�wware tb�a Imp+.tMwe cw..re gM1a[requo-e'.d I5 — • wTOPL rvy , _ ..D.ANGTITLE: Okewkw ro tIe cod Ill- I e mU w11 EXISTNG HA R VAIN do tH a e. c aTc ar O _..___.__.._.._._._�.�.�_�_____.:� W____W_ U__ _.E. s__ _____."______....__w�_._k, .. ..__...___®__-._____.__ /vdL aeN DLo r d ro . SIE INFORMATION N A V E N U EAR � STE _... ..,.m.,. PLAN ..UFFOLK H OL A REFERE GE NO,: APPROVAL �L G - - 1 SM LOAM O PAGE: =M LOAM SP-10 too _ ,.�e...,...... ._ REC EN ELLS IA OWTS Fuji Clean SP SAID 'TER S LE LINE, NV RRG OUND UUTILI NFG�E O5EC C a 51TE 1.A—NOL S Ec*'s SITE PLAN a lc -. IS AN _ DATE:OS/09/24 1 OF 2 6raAVEL R s -�- DRYNELLS ANG TFE EDGE OF ALL FOUF.'DATIGN HALLS S.B .T TO VER'ICA-ION B-'A LICENSED e YM �+ p°� p`� g-5 @gig : REPRESENTED THETHISSITE INFORMATION a'9IJF-F�®LK L4OUNTYg-LPFPA RT['�M1AE�T&iF G 9EALT FI�ERVICES � 5.f�t '' I PROPERY LIES ARATIGV I�REgU1QED BETVLEN DRYWE_LS a �r�� ',"bF REpREcENT�ON THIS SITE PLAN IS TO THE I ShNGLE f API��I Y f!�'S�D::'.NCF ONLY SONl ALL C A MINI- UTTERL IO�IRS TG NE 4R_BST DRYWELRL L G A� rti ARG4I IAT O BEST O=KNOWLEDGE PERMIT FOR APPROVAL OF CONSTRUCTION F A rAVEL BURIED PROPANE FUEL ION15 2,SN RVE AT T WAS OBTAINED FROM _ .,.,,. _..,�,,.. S.RVEY DATED NGVEMBER 6,2023 AhG .- A•d' '^y,waM m•'wI�A"i�+Sli D F ^M.RO PRCPARCD BY: SAh,'J FRO POSED ROOT DRIVGC o908 SFFROP v WTH TOTA IEDAVOH_'VERAI E COVERAGE 22145� Ar✓✓✓ 4000YOJN6 A95TRAO flA `�A•/`L TOTAL IMPEQVIOVS COVERAGE-6b O 5 , ,,,r+' 4O0 OSTRANDER 4VEW1EE'p b,&ID SF x 2'RAINFALL E✓-IT=V, wT „b'�.,y;^y: " i4m ;],,: "' w R"i SAP Fd".f FC bS U RII:..A r.'I CIFk "'"' RIVERrrEAD NY 119 GI DATE 1/24I2024 REF,. ,.. R-23-T 838 no'..,,___ n. _ Suns IP,E Clu R.A, (I)6 DR10 DE P DA DES 4 2 C F.PER F-OF DEPY """ """"""""""""^ """"""'. xIO DEEP DN FROFO EG- F W^a'max l.. k9bolw bk HlW f":^rNSTubU^:v rr lwe APPFOREDARIMUM OF w* ... BEDROOMS e1`r°ERt�T HOLE r�us T �, B ..._.......... ... ..m C,w#G4".ASS'k?...2" ,'RrM�^S,_":,rn`RwKI 0, IA/OWTSA�k� .. ....... .....,. P'nmP Prava I..For�R,,rrAa... �0FN .. .. EXPIRES THREE YEARS FROM DATE OF APPROVAL ��s hD 5I PER ASS-L N.e"'� ORAFHIO SCALE MMENTS 2ry�R SITE PLAN SCALE. OPEN SPACE PARCEL a 0 PROPOSED 5PL I T RAIL FENCE TO w EL.=28.35' BE MAINTAINED BY 5OUTHOLD TOWN N12045'40"W 1-75.00, cy)a N tf LO -�'y.r � CT CD r�; . . . . . . . . . . . . . . . _ _ . . . _ . . . �, ! ' :"`U" ,�\\\�`. Y.y'i+ \' r.' O ' LO 4z . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PROJECT LOCATION & SCOPE r- 1 � Py p v CV - - - _ . . - - - - - - - - - - - - - y SITE PLAN & ZONING DATA c . N 0 LO Q - . - " " " ` O . . _ . r 1 CNN R-80 � C-7-OOZ .00 GENERAL NOTES O . . . . . . - . . . . - ENERGY TABLE O ltr: STRUCTURAL DESIGN CHARTS( PROP. " - - - - - - 10 eauP. . . . . . - "', C7-OOJ.00 HOLDOWN, ANCHOR BOLT , Q� ` . ` PROPOSED . . . . �\ STRAPPING & NAILING DETAILS . . . . . POOL I.G. POOL 15 NOT . . . . . _ I ` + FASTENING SCHEDULE ��D.w.; PART OF TH 15 F I L I NO _ �,.,r `� -- _ - . - - _ - . - . . _ . . ._ . w - - ` n C-OO�.00 FRAMING GRAPHICS U I 1 �a, � ,s�' BEAM CONNECTION PATTERNS �11 FIREBLOCKING DETAILS �J 60' REAR YARD SETBACK PROPOSED FOUNDATION PLAN + Z fY . . PROP. 4' HIGH - � w \ :� vL e► ! w [- _ . . . . . BURIED IE - - POOL FENCE - I j r - ` - + - ` J < LOCATION MAP � -I I BURIED I w PROPOSED FIRST FLOOR PLAN -er -PROPANE Vl U) Q - p I . . . . . . . . . . I v SCALE: NT5 `y W Lu rn " m i w ` �- - - I O�J.00 PROPOSED SECOND FLOOR PLAN 13O� �T 3 -- PROPOSED 2-STORY ND. - - ` - - I FROFOSED 51 NC LE FA I LY RE-51 tDENGF- '� MIN• FRAME DWELLINO w/ BASEMENT - i�ROfi�OS17 I O1�lTS - ®�•®® PROPOSED ROOF PLAN $ OARAOE ON SLAB OF. I-- loll 64 BEDROOMS) lI1• . MIN. EL.=28.5' - 0 �T DATA : OARAOE SLAB EL.=2-1.2' . I - . - . A-20 •00 PROPOSED EXTERIOR ELEVATIONS . . . « � OLD. �\ \\,.. ro��\\ \ 50/o AREA OF LOT TO �>�' \ \\,. ,.\\�.�: \\.�;: „ o� �� \off \p�::„�\�\\) �... �i�` .w .1 . . REMAIN AS PER \�: ,.,�, ` LOT SIZE / AREA IN ALLOWABLE TOTAL ----- _ _ - _ _ _ COVENANT F-XCE55 OF 50,000 35,001.o S.F. 5,001.o S.F. OFA OFA A-202 .00 PROPOSED EXTERIOR ELEVATIONS 1 RESTRICTIONS DATED (d) LOTS CONTAINING UP TO 5,100 S.F. ` - I ` 5TH OF MARCH 2O25 40,000 5:F. MAX. STONE WALKWAY ` I ` - ALLOWABLE S.F. / PLUS I '7.5y OF EXCESS LOT AREA 4,350.0 S.F. 375.1 S.F. 4,?25.1 S.F. 4,725 S.F. OVER 30,000 -�0 I .00 BUILDING SECTIONS p I i i 50' FRONT YARD - - � SETBACK .\ :. ., � i L ?T\ .O�iAOE \ ma . . . . . . tul / (V o I V I PROP. Ln ' JT§ I~::I��':�"�?Wl� GODS° 8b 2'' �� .�;�,�\� \��,�.;,,��: \. 10 MIN '"�_� �:� :�, �.. t- I �I / - ' - - - - - - - - - - - - - - DESCRIPTION (FOOTPRINT) AREA % LOT - .®® BUILDING SECTIONS . • . _ . �I PROPOSED �� MIN. O r , 1 Z COVERAGE IASPHALT ��, % / . . . . . . . . . . . . . . . w I I DRIVEWAY ti i TOTAL LOT AREA 55,001.0 S.F. w ` - - - - - - - - - - - - - - _ . . . . . . . . . . PROPOSED DWELLING 3,753.0 S.F. 10.790 C) I of -�O1 •®® DESIGN DETAILS �I " ` ` ` ` " " " " ` I PROPOSED INOROUND POOL 500.0 S.F. 2.39b w TOTAL AREA OF ALL STRUCTURES 4555.0 S.F. 15.0% . . . . . . . . . . . . . . . . w . . . . . . _ _ _ _ . . _ . . ! MAXIMUM LOT COVERAGE ALLOWED: 20% ~ I I `PLOP: 14 ONTS A-402 ,00 DESIGN DETAILS o . . . . . . . . . . . . . . . . \\ :. ' PROJECT: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I I = - - - PROPOSED LAU R E L AVE N U E : .. . , .....:..:.......: EL. 25.17' TAX MAP # 1000 56 OI OI 4 =- - STRUCTURAL PLANS EL.=26.3' S12°45'40"E I j 175.00' - ZONING DISTRICT R-80 NON-CONFORMING I I LOT 6 b LOT AREA 0.8 ACRES _ SUFFOLK COUNTY HD APPVAL R-23-1838 4 BEDROOM RO - I O2 .00 S PROPOSED STRUCTURAL PLANS 1475LAURELAVENUE EXISTINN.Y. WATE . .. R MAIN � :..: SOUTHOLD, N Y 11971 ---------------------------------------------------------------------------------- PROPOSED PROPOSED HABITABLE OR055 SPACE AREA L A U R E L A V F- N U E FIRST FLOOR AREA 2,500 S.F. 3,28b S.F. 5- I OJ.00 PROPOSED STRUCTURAL PLANS DRAWING TITLE: SECOND FLOOR AREA 1,437 S.F. 1,437 S.F. PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA AREA TOTALS 4,237 S.F. 4,723 S.F. S I 7 � � - ® ,®® PROPOSED STRUCTURAL PLANS ..<; SCALE: Ill 15'-0" PAG E: E• DWV/ WATER SUPPLY RISER I .00 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 PROPOSED COMPLIES M � RESTRICTIONS; DECLARATION MADE 51H DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. GAS RISER 0 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 MIN. FRONT YARD 50.0' 51.7' YES YEAR WHEN CLEARING IS PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED PERMISSIBLE LIMIT, THE AREAS MUST 1. THE TIMING AND METHODOLOGY FOR GLEARINO MUST FOLLOW THE DEG. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THI5 LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE MIN. SIDE YARD 20.0' 51.0' YES DATE: 01/19/24 1 r 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 MIN. COMBINED DRAINAGE SYSTEM INSTALLATION NOTES: CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING IS PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING 15 DISCOVERED, INCLUDING INTERIOR 40.0' a5.0' YES DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE 51TE 15 RE-VEGETATED SIDE YARDS A MINIMUM 10' SEPARATION IS REQUIRED BETWEEN DRYWLLLS THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WA5 SHOWN IN CLEARING CHART (50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE 5EA50N DOES NOT MIN. REAR YARD 60.0' ba.3' YES WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC LISTED BY THE NEW YORK STATE DEC AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDGOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A COMPONENTS, LEACHING 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 DRYW W ELLS, AND THE EDGE OF ALL FOUNDATION ALLS ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. MAXIMUM HEIGHT 55.0' 34.1' YES SITE LAYOUT NOTES: A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 8 AL50 PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED 1. THIS 15 AN ARCHITECT'S SITE PLAN 15 ` PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION :; LICENSED N ?� \\�..,..,<...\�_;..�� , :... ,,. ,. ,�_.:\` : ".��..> . �,'�< ;� T TO VERIFICATION BY A QUIRED BETWEEN DRYWELLS AND PROPERTY LINES 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. ._C�'�,: .�A1��1�`>�? C��'c� 'I�C�.AS:� C> "�I�G7�..S� C7WN ..,. . . �.�:....>... CONNECT ALL GUTTER LEADERS . � � L S TO NEAREST . .,.. .� ..�....:. REST DR WE NOVEMBER 15 OF ANY CALENDAR YEAR wILL BE PRECEDED BY MUST BE DONE SELECTIVELY PRESERVING NATIVE PLANTS TO THE \ .,,:,,,..., ,., \� ._;. , TED ON THIS SITE PLAN IS TO THE WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. �� > � �-- , �.\.�;�.: ,....�...�,:.,:_:: ARCHITECTS BEST OF KNOWLEDGE. SEE ALSO DETAIL7• -A/402. THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY GLEARINO OR GRADING, THE CLEARING LIMITS AND 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY LOT SIZE 55,001.0 S.F. 2. INFORMATION WA5 OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING- PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE SURVEY DATED NOVEMBER b, 2025 AND PROPOSED ROOF COVERAGE = 3,a08 S.F. DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NYSDEC) COVENANTS AND THE SUBDIVISION MAP, PREPARED BY: PROPOSED ASPHALT DRIVEWAY COVERAGE = 2,214 S.F. REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A b. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE 5090 OF LOT REQUIRED TO REMAIN 17501 S.F. TOTAL IMPERVIOUS COVERAGE = b,610 S.F. CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER YOUNG ASSOCIATES b,610 5.F. x 2" RAINFALL EVENT = 1,101.7 G.F. STORAGE RE0.1D MORM11111116 of LD) v I xv/ LAU E I 1k, U E I u� 11 Luol- THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE AREA OF PROPOSED CLEARING 17,452.0 S.F. 400 05TRANDER AVENUE RIVERHEAD, N.Y. 11,101 (1) 5"P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH TOTAL AREA OF LOT TO REMAIN 17,541.0 S.F. (5) 5,0 x 10' DEEP D.W. PROPOSED = 1266.6 G.F. STORAGE PROVIDED I Q a5 \ / /� NOTES $ Si�EG I f-I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AL. RE Y I AT I O NS IT 15 THE CONTRACTOR'S RESPONSIBILITY TO KEEP'MI5 CONSTRUCTION DOCUMENT BINDER I. ALL LUMBER SHALL BE DOUCLA5 FIR LARCH #2 8 BETTER (Fb = 875) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE TOGETHER AT ALL TIMES. , 15 BE THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUS-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF BD. BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR To WORK 2. ALL LUMBER IN CRAWL SPACES TO BE 18" ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TING 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- 6REATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINC75 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501E BLDG. BUILDING K KIPS (1000 LBS) Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 11 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE " " 0 PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2 xb , UNLE55 (I) 2 xb (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (I) TON/SQ. FT., U.O.N. APPLICABLE BUILDING DEPARTMENT. 15 NEGE55ARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. GOUNGIL'5 WOOD FRAME CONSTRUCTION MANUAL AND THIS P5 FORMAT, AS BM BEAM MANU. SPEG.s MANUFACTURERS SPECIFICATIONS W 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE A5 A DERIVED WORK). 4. FOOTIN65 TO REST A MIN. CF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. 11 MAXIMUM -� ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MECH. MECHANICAL Q _. N PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF 51ZE SHOWN ON DRAWINGS, U.O.N. Lo 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL � � O 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PL.AGED AGAINST FOUNDATION WALLS (B.O.W. BOTTOM OF WALL MIN. MINIMUM Z) � AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL 1� TIER OF FRAMING 15 IV PLACE. O � 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, G.J. CEILING JOIST 1 NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 = _O 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. FOOTINC5 TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS. 'E N O OF THE OWNER/BUILDER COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE L{� I INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O - z 7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER 6RADING OR INSPECTION AGENCY 8. ALL OPENINGS FOR BEAM POCKETS,UTILITIES, ETC. TO BE FILLED ( 11 m d- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GENT. CONTINUOUS I O.G. ON CENTER �, X Y N SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING O U i &. MIN. HEADER TO BE (2) 2NIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C WITH THE WORK. DBL. DOUBLE 000. OCCUPANCY 1 m GRADEMARK SHALL INCLUDE AN EASILY DI5TIN6UI5HABLE MARK OR q. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. O O .- O 6. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE = O A- Lo P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-q9. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 I DFE DESIGN FLOOD ELEVATION I 11 I PBFE PRELIMINARY BASE FLOOD ELEVATION � N O UNLESS APPROVED BY THE ARGHITEGT/EN6INEER' DAYS OF 4,000 P.5.1., U.O.N. OURE Q � � L 7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA5TENIN6 SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. DIMENSION P. GONG. PD CONCRETE BEFORE THE START OF FRAMING ON PAGE 5-005. GENERALLY, SHEATHING 15 OF 1/2' THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALTO A 1010.1 STRUCTURAL GLUED LAMINATED 11. GONG. 5LA55 TO REST ON MIN. OF 6 FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF COX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. b MIL. POLYETHYLENE VAPOR BARRIER UNDER 6. DRY WELLS AS REQUIRED BY STATE AND LOCAL COOE5. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. --1 EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES U51NO PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. q. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM D5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR E5TA5LI5HIN6 AND MONITORING 13. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 6-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L.APPROVAL DOCUMENT,THE GOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEPSE AND PROVIDE WEEP HOLES, EXIST. EXISTING Ri -� RISER L. 11. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O O.G., TO DIRECT AVY CONDENSATION TO THE EXTERIOR. 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: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BA5ED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVI5IONS OF FROM FOOTING TO 2" ABOVE FINISH GRADE. '� A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE ��.R. R ROOF RAFTER THE IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRAGIN6 AT JOISTS, STUDS, AND RAFTERS WHEN 5PAN5 5TRUGTURAL COMPOSITE LUMBER PRODUCTS,THI5 DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLEIBLE FOORR DESIGN INTENT ONLY. EXCEED 8'-O" AND AT EVERY 5'-O". COVERNINO BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40"F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENCINEER. NO FAR FLOOR AREA RATIO STL. STEEL m 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 0-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED IT NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY m TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55ES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. FF � FINISHED FLOOR TBD TO BE DETERMINED ■a RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE le,. PROVIDE BITUMINOUS JOINTS BETWEEN SLA55 AND FOUNDATION WALLS AND CONNECTED WOOD TRUSS CONSTRUCTION, THE TRU55 DE51ON DRAWINGS, WHERE EVER APPLICABLE. a S 15. THE CONTRACTOR SHALL CARRY WORKMAN'5 COMPENSATION AND GENERAL 17. PROVIDE ALL NAILING AND 5TRAPPIN6 ADDRESSED ON PACES 6-005. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. - I THICK V Iq. UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES 0. AT "WET WALL" PARALLEL TO J01575 FRAME DOUBLE JOIST AS PER CODE. 1.6. GYPSUM: 6YP5UM MATERIAL USED IN A 5TRUGTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING b" ON EACH SIDE OF THE FOUNDATION WALL. FOUND. 11 FOUNDATION 11 T.O.W. TOP OF WALL L. AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G56 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ■=" 16. THE CONTRACTOR SHOULD FULLY 6UARArNTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A 16" 5PAN. WALLBOARD, A5TM G37 SPECIFICATION FOR 6YP5UM LATH, OR A57M C7q CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRCS � FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD ♦/� THE 5UB-CONTRACTOR5 FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM SHEATHING BOARD. ( COMPLETION OF PROJECT. let. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. 1 TYPICAL = 0. �11 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, AS PER PAGE 6-003. L"I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID 4 SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. Ib" WIDE x 8" W MEET THE PROVISIONS OF ANSI/AHA A135.4 BASK HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARGHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. P.T. SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. AGAINST ALL CLAIMS, DAMAOE5, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. 11 FOOTING PERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR RE5ULTIN6 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, LE55 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK GYP. BD. � GYPSUM BOARD V.I.F. VERIFY IN FIELD 2 15 ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 1. STAKEOUT 15 TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 5PECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH MANUFACTURER SUCH A5: HANGERS, NAILS, SCREWS, FLA5HIN6, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (B) IS CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE 15 A DISCREPANCY, WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. FOR LOCATIONS SUCH A5: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITEC,VENCINEER PRIOR TO PROCEEDING. HDR HEADER ND. -� WOOD - ____1 < 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 EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. HNGR HANGER ZR ZONING RESOLUTION BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. 5TOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING PARTY INDEMNIFIED HEREUNDER. A. WEYERHAEU5ER TRU5 JOIST 2.OE MIGROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL 11 B. 6EOR61A PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOARD ORIENTED-5TRAND I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN 57RUC'1URAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.5. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF CONCRETE, ETC. ARE TO BE CAREFULLY 5UPERVI5ED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE, TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWIN65 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 NSUL A71 ON � FENESTRATION REGU I REEMENTS AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, AUTHORIZATION OF THE ARCHITECT/ENCINEER. AND ANY ADDITIONAL REQUIREMENT5 SET FORTH IN THE MANUFACTURER'5 1.8.3. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S GORE PROPOSED DESIGN CODE PRESCRIPTIVE VALUE 4 COMPLIES Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS 6LA55 WINDOWS AND DOORS COMPONENT NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID 5AWN RAFTERS SHALL EVALUATION REPORT. I. ALL CLASS TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. VALUE CITATION (PER 2020 N(SEGCC) PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN5I/AHA AIg4.1 CELLULOSIC MAX.U-VALUE - 0.52 20. CONTRACTOR TO REMOVE b RELOCATE'_ AS REQUIRED ALL EXISTING WORK CLEARANCES ARE PROVIDED. U-VALUE = 0.25 EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR FENESTRATION U-VALUE AIR LEAKAGE oso GFM/SF MAX.AIR LEAKA�sE = 0.50 GFM/5F YES WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULAT'IN6 BOARD. PER R402.4.5 a TABLE R402.1.4-CLIMATE ZONE 4 HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 3. ALL SLIDING 6LA55 DOORS,SKYLIGHTS, AND ANY CLASS UNIT INSTALLED 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S WITHIN 15" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED CLASS, R-25 FOAM SPRAY INSULATION W/ MIN.R-VALUE = 441 5PECIFICATION5, UNLE55 NOTED OTHERWISE. 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN UNLESS OTHERWISE NOTED. GEILIN6 R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 22. PROVIDE FIREBLOCKINC AS PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL EXTERIOR LL R-)WOOD R-14 SPRAY FOAM INSULATION MIN. TABLE E = 2.1(CAVITY) HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE MANUFACTURER'S SPECIFICATIONS. FRAME WALL R-VALUE (P-WINCH)W/R-II GATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 ��' 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS A5 SET FORTH IN APPLICABLE GORE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. 5. ALL WINDOWS TO BE CAULKED AND 5EALED A5 PER NEW YORK STATE UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS REPORTS. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. FLooR R-VALUE R-50 BATT INSULATION MIN R-VALUE = 12 YES COPYRIGHT PROTECTION ACT OF IggO (AWC:PA), WHICH HAS SEVERE PENALTIES. ENERGY CONSERVATION CONSTRUCTION CODE. PER TABLE R402.12 -CLIMATE ZONE 4 �]. i� 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL 25, FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. 6. PROVIDE FLA5HIN6 PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR COMPLIANCE STATEMENT: GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF 6LA55 UN;T WHEN WITHIN 6" OF AN EXTERIOR SURFACE. TO THE BEST OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN ADAPTED FROM STANDARD FOR HURRICANE: RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 $ 6-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH AN51/A5ME B 15.2.1 SQUARE AND COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. N CONSTRUCTION;55TD 10-qq AND 2015 550 H6H WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHINC (ANY NAILING h CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING HEX BOLTS AND SCREWS (INCH SERIES). 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN65, FOUNDATION WALLS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. SCHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SCREWS: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. 5PEC.'s). A5ME 518.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. CLASS 0 2. APPROVED CONNECTORS, ANCHORS ANIO OTHER FASTENING DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. v INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.3. TRUSS METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES BE USED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS. 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN q. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 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 15 THE RESPONSIBILITY OF THE w 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH DIRECTLY 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 SECURE w/(2) 1/2" -P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, Iii AREAS SHALL BE 5TAINLF-55 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING 51ZE AND ROUGH OPENING, U-FACTOR,LIGHT AREA, VENT AREA, AND E&RES5 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" 6A6E ARE SPECIFIED, MINIMUM A5TM A653, 5TRUGTURAL QUALITY, REQUIREMENTS. ap 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COUR5E5 OF SOLID BRICK MASONRY CENTERED ® POSTING, U.O.N.). GRADE 53 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 7A5LF- R501 .1 PROVIDED AT THE TOP AND BOTTOM 0= CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR 1-05TINO 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE CLIMATIC $ GEOGRAPHIC DE510N CRITERIA AND AT LEAST ONE STUD AT EACH SIDE'_ OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S TEMPERED 6LA55. ALLOWABLE DEFLECTION OF 5TRUGTURAL MEMBERS PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) $ ANCHOR BOLTS, GORE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG II. EXTERIOR GLAZING SHALL BE PROTECTED FROM DIRE ERNE DEBRIS. GROUND SNOW LOAD 25 LB5 RAFTERS EXCEPT WHERE COLLAR TIES OF INN' OR 2"x4" LUMBER 15 w/6" RI5E +€ w/ (2) s/4'(P BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTNI F NAILS, STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS :2 THE LARGE ALLOWABLE LAUREL ' I LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF 5ET 6" DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF A5TM Elggb AND A5TM E1886 AS MODIFIED BY 2020 NY5 BG 5TRUGTURAL MEMBER BASIC, WIND SPEED 150 MPH RAFTERS SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION LOT 6 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. SHALL MEET THE REQUIREMENTS OF THE C70VFRNINO BUILDING CODE AN51/DA5MA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FIN15HED CEILING ATTACHED TO RAFTERS 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY SEISMIC DESIGN CATEGORY B I6 WITHIN 4 A THICKNESS OF NOT LESS THAN a" AND A 5PAN OF NOT MORE THAN &' SHALL OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.7. SCREWS: 50REW5 SHALL COMPLY WITH AN5I/A5ME B I8.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS d PARTITIONS H/180 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING b. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED SHINGLES OR APPROVED EQUAL. WOOD5CREW5 (INCH SERIES). ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE WEATHERING SEVERE; 1475 LAUREL AVENUE TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS 4 PLASTERED CEILIN65 L/360 OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FROST LINE DEPTH 3'-0" SOUTHOLD, N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY OAF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT BOLTS SHALL HAVE A MINIMUM EMBEDN'ENT OF 7 CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 IN GONGRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24' INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOL75 SHALL BE LOCATED WITHIN 12' OR CORNERS LINE. $ 24 FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP50N" MAY BE EXTERIOR WALLS W/ PLASTER OR STUCCO FIN15H H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED CONSTRUCTION. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (ow) EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK: OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY SIMPSON MANUFACTURER. SYSTEMS TO NYS, PLUMBING GORE AND NYS DEC, REGULATIONS. TO 2017 NATIONAL ELECTRIC CODE, NFPA "'O AND 2020 NEW YORK STATE SPECIFICATIONS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION CODE. 5. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES11 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "51MP50N" PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION COMPLETION OF WORK. 6. CORROSION RESISTANT II 6ACE ROOFING NAILS AND 16 CACE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT 15 SPECIFIED BY "SIMPSON„ AND AT BASE OF VERTICAL WASTE PIPES. PERMITTED 5. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/8" PER STRUGTUF,AL DESION LOADS PAGE: - 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 MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. 5. GENERAL TRAP AND WASTE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: Gr% OF% 0'41 m AM 100"& 0 A ff R A. EACH 5LEEPING ROOM 5. ASPHALT SHINCLE5 SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - DISH WA5HER.........................................2" USE 1[ LIVE LOAD DEAD LOAD ,®, - KITCHEN SINK .............2" - THE SEALANT TO UPLIFT FORCES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER B. OUTSIDE OF EACH SEPARATE 5LEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY...............................................2" EXTERIOR BALCONIES 40 psf 15 psf AREA IN THE IMMEDIATE VICINITY OF SHOWER/TUB..........................................2" THE BEDROOMS (GENERALLY THE HALLWAY) 7. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET........................................................5 ARCHITECT - LAUNDRY .................................................2° DECKS 40 psf 15 psf C. EVERY LEVEL OF DWELLING - FLOOR DRAIN..........................................3" DATE: 01/19/24 2 OF 19 (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "51MPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 5" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. THROUGH ROOF. CODES AND REFERENCE STANDARD: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf MECHANICAL., FUEL CA5: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALLS AND GEILIN6, UNLESS 7. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN d STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 OTHERWISE NOTED. WATER RE5157ANT (W.R.) AT BATHROOMS AND WHERE DRAIN COCKS AS REOV. H05E 5155 SHALL BE PROVIDED WITH BACKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. MECHANICAL AND FUEL GAS SYSTEMS SHALL COMPLY w/ THE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION 00145TRUOTION CODE. p NYS MECHANICAL CODE AND FUEL 6A5 6017E ,.i4r. ,� 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS INSULATION - 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, GONNEGTIONS OF ROOMS OTHER THAN 5LEEPING ROOMS 40 psf 15 psf ,F�F `:f ;"�91 2. ALL MECHANICAL 5Y5TEMS, APPLIANCES, 6 EQUIPMENT SHALL BE LISTED, 1� / 1. LABELED, INSTALLED IN ACCORDANCE w/ MANUFACTURER'S SPEC.'S 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 PROTECTION. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME Ar ! ^s� �` IN EACH DIRECTION BEYOND THE UNI7(5). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST E PAPER ASSOCIATION 5LEEPING ROOMS 30 psf 15 psf f 1,,.' a� FOIL TO BE PLACED TOWARD WARM SIDE. q. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL W=4PA) AMERIGAN WOOD COUNCIL (ANC). EQUIPMENT CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL J1 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS rt ':. k' CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ="M.� SHALL BE EQUIPPED w/ FLAME 5AFEOUARD DEVICE WHICH SHUTS OFF THE FUEL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE STAIRS 40 psf 15 psf ,7 ICJ SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT IS EXTINGUISHED. WALLS FROM b" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION I5 REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. '�' �' .., t'I �' 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE tiF tk TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 sf 15 psf 4. SUPPLY 8 RETURN DUCTS OR PORTIONS "HEREOF NOT LOCATED FOUNDATION WATERPROOFING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE p p ( �'p `, `> COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. �, ' a C� il. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS A5 PER BUILDING GORE. MECHANICAL GODS AND 2020 NEW PORK STATE FUEL 6A5 CODE. �,.A O TO AN R-VALUE OF AT LEAST (NYS EGG R403.3): _'11 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED I2 psf FOR ATTIC e_ , `e - q" R-50 FOR FLAT GEILIN65 NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2017 NATIONAL ELECTRIC ROOF LOADING (LIVE = GROUND 5NOW LOAD) 25 psf 15 sf FOR LATH. �``�- C! v � DUCTS 3"� +t GREATER, LOCATED IN ATTIC: R-8 ALL OPENINGS. p �. i' -. -,- DUCTS UNDER 3"E, LEGATED IN ATTIC: R-6 - &.25" R-500 FOR VAULTED AND CATHEDRAL GEILIN65 GORE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION `� .�_. DUCTS UN 8 GREATER, OTHER PORTION OF BUILDING: R-6 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION CODE. ' - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER 3"(P, OTHER PORTIONS Or BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) a HOL=DONN DETAILS T``f=1 GAL. NA 1 L I NCB/STRAf=f= I NC FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER Uf='L• FT SHEAR �h LATERAL W I N� RESISTANCE STANCE NOTE: THI5 5GHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED L (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, e , ALL STRAPPING TO BE ly4"x 20 GAUGES -- "SIMPSON" EQUIVALENT - G AND ROUGH OPENING FRAMING REQUIREMENTS) Q520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 *USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC, 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) W DESCRIPTION FASTENER SPEC. FASTENER _j cu HOEDOWN 'A' HOEDOWN '�' CONNECTION NA I L. I NC C R I AND QUANTITY SPACING co N Q LO ROOF CEILING FRAMING OR EW d EXIST. O FOUNDATIONS AT RAFTER TO RIDGE iy � � CONNECTION: I.DIM's ARE ALL MIN.Ws BASED ON USE OF ONLY A Ibd Q � ENDWAL_ ENDWALL f„...-- COMMON NAIL w/o PREBORED HOLES. — _U (5) 2x FULL (5) 2x FULL CORNER STUD .•--" � �N V. RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER RAFTER C w N O HEIGHT STUD HEIGHT STUD CONNECTED TO FOR STRAP - 5 8 d* COMMON RR 2.WOOD IS ASSUMED TO BE D,F,#2 6 BTR. IN DRY USE O C L z i CORNER STUD TRANSFER SHEAR NAILS ® EA. END OF STRAP. 2" iv SERVICE CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 0-005 PER JOIST 0- (� d� ONNSFERD TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL X Y (V TRANSFER SHEAR 'SIMPSON" HDQ6 �Y — (EVIDENT DURING INITIAL INSTALLATION)PREBOR-E THE NAIL O U 2-Ibd COMMON HOLDOWN ANCHOR ® 2-16d COMMON FOR ROOF SLOPES UNDER 5:12 WITH • ' • • HOLES,sEr NEw MEMBER. CEILING JOIST TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE G-005 EACH LAP p p m � O ROOF SPANS OF 24' OR GREATER, • • • • LOCATIONS NOTED NAILS ® 6" O.G. • . • • • • Lo NAILS ® b" O.G. ON PLANS 10" O.G. IF BLOGKE `�,, USE 4 8 d COMMON NAILS ® EA. ! / • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) 9-Ibd COMMON EACH LAP C (N 0 M O D.G. IF BLOCKED CORNER POST END OF STRAP. '�( ' • CORNER POST I S ?° 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO Q O TIGHTLY BOND THE END OF THE NAIL TO A 40° ANGLE,SEE COLLAR TIE TO RAFTER (PAGE-NAIL) SEE PAGE G-003 PER TIE "51MP50N" HDQS `-. THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOLDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS C SPIKES d TABLE BLOCKING TO RAFTER (TOE-NAIL) 2-Sd COMMON EACH END ON PLANS FACTOR OF 1.5. GR 4-I. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END d <° "' A CONNECTION 51 152 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOLDOWN INSTALLATION OPTIONS: // • CONNECTION: L FOR NEW P. GONG. N o o ° FOR STRAP - 5 8 cl* COMMON NAILS ® EA. �� TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON ' PER FOOT HOEDOWN CASTT IN PLACE w/ 7/6"� THREADED ROD • • END OF STRAP. . • '■ �� FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s . . SEE WHEN IN TOWN OF I5LIF OR NAILING I TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-I6d COMMON JOISTS - EA. SIDE '— "7/6"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • __jj LCONCRETE w/ 'SIMPSON" SET (HIGH STRENGTH EPDXY ----I B I • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (FACE-NAIL) 2-I6d COMMON 24" O.G. n' ADHESIVE), b FOR TEMP.'s O°F-40°F USE "SIMPSON" AT I SIMPSON #H2A (OR EQUAL) RAFTER TIE w (HIGH STRENGTH ACRYLIC ADHESIVE) HEADER TO HEADER (FAGE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES uj FOR EXIST. /NEW G.M.U. (GONG. BLOCK) FOR TOENAILING - 3 8 d COMMON NAILS "``-- ■�a FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN USE SAME TOP or BOTTOM PLATE To STUD (END-NAIL) 2-I6d COMMON PER STUD w/l/6"O THREADED ROD CONNECTION ^4ry, FOR G.J. TO R.R. - �i 16 d COMMON NAILS REQUIREMENTS FOR ~--~Y• BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, RAISED G.J.'s(WHEN AT O.J. TO G.J. CONNECTION: ENDJo15T, Or BLOCKING (PAGE-NAIL) 2-I6d COMMON 1,2 PER FOOT U HOEDOWN 'G' HOEDOWN 'D' APPLICABLE) F026 d COMMON NA EA. � STUD ABOVE S OR BELOW . . L rTN FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAM I NC .. * < � FOFOUNDATIONST FOR NEWLY POURED CONNECTION GI l$ G2 FOUNDATION ® ONE STORY ONLY • JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST 0 (3) 2x FULL ENDWALL • BRIDGING8d TO JOIST (TOE-NAIL) 2- COMMON EACH END HEIGHT STUD CORNER STUD CONNECTED TO i TRANSFER SHEAR a BLOCKING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END 'SIMPSON" HDQS (5) 2x FULL AT STUD TO FLOOR ASSEMBLY HOLDOWN ANCHOR ® 2-I6d COMMON HEIGHT STUD G2 "`"" TO STUD CONNECTION: BLOCKING TO SILL or LOCATIONS NOTED NAILS ® M O.G. 5-I6d COMMON EACH BLOCK TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST G I FOR STRAP - 5 5 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 5-I6d COMMON EACH JOIST C "'`- B p NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 5-5d COMMON PER JOIST 2-16d ° FOR EA. PLATE TO STUD ABOVE B OR AILS COMMON BELOW - 2 16 d COMMON NAILS NAILS ® " O.C. ° � BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I66 COMMON I PER FOOT s ° d • ROOF SHEATH I NC ° 4 STRUCTURAL PANELS, •' INTERIOR ZONE 5d COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST D14R CONNECTION DI l$ D2 SOLID PERIMETER EDGE ZONE ° " HOEDOWN INSTALLATION OPTIONS_ BLOCKING 8d COMMON b EDGE / b' FIELD # EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ 5d COMMON 4" O.G. FOR NEW P. GONG. FOUND.'s - -. UP TO 9" RAKE OVERHANG HOLDOWN CAST IN PLACE w/'1/5"cP THREADED ROD ""- FOR EXIST. P. GONG. OR NEW_Y_GURRED FOUND.'s AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NC SHEATH I NC -1/6"4) THREADED ROD (PRE-DRILLED) EMBEDDED a, INTO PLAT D CONCRETE w/ "51MP50N" SET(HIGH STRENGTH EPDXYMIN. .' .. ES) CONNECTION: ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT FROM GYPSUM WALLBOARD '1" ED 10" 5d COOLERS GE / FIELD (HIGH STRENGTH ACRYLIC ADHESIVE) ONE #4 REBAR CORNER ,. FOR STRAP - 5 8 d* COMMON NAILS ® EA. FOR EXIST. / NEW G.M.U. (CONS. BLOCK) SPECIFIED ON • END OF STRAP (WRAP STRAP UNDER SILL PL.) TYP. FOUND. NOTE WALL SHE I NC FILL TOP 2 COURSES SOLID B CAST IN PLACE HOLDOWN '�" o FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/T/8"4) THREADED ROLE Is 2 I6 CI COMMON NAILS STRUCTURAL PANELS 8d COMMON b EDGE / 112 FIELD a. 9 OJ ° d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 1" EDGE / 10" FIELD FLOOR CONNECTION w/ # LPT4 SIMPSON (OR STRAP w/(3) NAIL_ I NG-�/STRAFF I NO @ WINDOW/BOOR HEADER �` ° STANDARD/ALTERNATE �..� Od NAILS• EA.END z EQUAL) ® PLATFORM TO SILL PLATES OF EA.STRAP TO Lu EA.JOIST-(FOR FLOOR SHEATHING (SUBFLOOR) ALTERNATE USE NOTATION: 5IMP50N H25A) 0 U A - NUMBER OF 6d NAILS ® EA. END OF STRAPPING (2016 WFGM, TABLE 3."7, P. 169);WHEN 5TRAPP NO CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS, USE SIMPSON 0516 STRAPPING (OR EQUAL). �-- -""""" I" or LESS: 8d COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 3.23B, P. 9l) -- ""^ GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. SIDE OF HEADER(2015 WFGM, TABLE 3.230, P. 24 ; _ ..---"'� • ALTERNATE AS PER TABLE 3.230,P. 293) - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. w A —D D - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE(2018 WFGM,TABLE 3.7,P. 184) AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q _G E -NUMBER OF JACK STUDS ® EA. END OF HEADER(2016 WFGM,TABLE 3.22F,P. 288) a ° " PLATES) GONNEGTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN FfIGHER F -NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. IDE d ° SLAB ON GRADE APPLICATION: SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR (DOES NOT APPLY TO DOORS) (2016 WFGM,TABLE 5b,P. IC11) 'd ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. B E •.: e° ° WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: FOR STRAP - 5 5 d* COMMON NAILS ® EA. NAILS SHALL BE PERMITTED TO BE REDUCED To 1-16D NAIL PER FOOT. FASTENING 5GHEDULE B `"~-. ~~ da ° a END OF STRAP (WRAP STRAP UNDER SILL PL.) s - FOR ROOF SHEATHING WITHIN 4' OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH _F ., d o a 51DE OF THE ROOF PEAK, THE 4 PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE L AU E L AV E U E ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS "'�-~,_ �° USED. (IN ACCORDANCE WITH WOOD FRAME CON5TRUGTION MANUAL 2015 EDITIO ) -•••.. FOR EA. PLATE TO STUD ABOVE B OR BELOW -A ib LOT ^ 2 d COMMON NAILS b NOTATION SICNAGE FOR TRUSS TYPE PRE-ENGINEERED ROUGH A B G D E F G oPNG WOOD, AND/OR TIMBER GONSTRUGTION THE FOLLOWING SIGNA5E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1475 LAUREL AVENUE 2'-0" 5 I 1 1 I 1 TO THE EXTERIOR OF STRUCTURE OR AFFIXED To THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 j RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 1 2 2 2 2 �j J.� 1 1 NC ® T® I L=A-�- CABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE * - PROVIDE (2) 2"xl0" HDR (MIN.,) U.O.N. 6'-O" 01 I 3 3 3 3 BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: (5) - REQUIRES SILL PLATES OF :2"xb" (MIN) PL BLOCKING 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT 12 2 5 4 4 4 }-- T SPLICE LE55 PROVIDE f LENOTH -� TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAY5 BACK® BLOCKING m 12"O.G. CONSTRUCTION TYPE DESIGNATION SHALL I FOR WIND - EXPOSURES BsC - FOR WIND - EXPOSURES B8G - 4'-o O.G. TO ACHEIVE RAKE O.H. BE "I", "11", "ill", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS lo'-o" 14 2 4 5 5 5 ALL OTHER CASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE I6 2 5 6 6 6 THE STRUCTURE UNDER SECTION 602 OF 12'-O" BUILDING MINIMUM SPLICE 1A" BUILDING MINIMUM SPLICE',2-''' THE NYS BC. DIMENSION (FT) LENGTH (FT) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(5) Sd NAILS EA.END DESIGNATION FOR STRUCTURAL PAGE: G 12'-O" 2'-O"/2'-6" 12'-O" 3'-0" OF EA.STRAP b" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, ANCHOR BOLT S F E C 1 � l` T 1 O N�J I6'-O" 3'-O"/3'-9" I b'-o" q'_o'� ATTIC PRE-ENOINEERGONSTRUGTI ONEAS FOLDLOW5;TIMBER U Uu® ■ A oo 20'-O" 4'-O"/5'-O" 20'-0" 5'-O" - "F" = FLOOR FRAMING, INGLUDINO BLOCKING 2 BAYS GIRDERS 4 BEAMS SPECIFICATION (2018 WFGM TABLES 3.2A 3.28, P. 15'i-160) „ „ „ „ „ BACK® 4'-O" o.G. - "R" = ROOF FRAMING CORNER �q:, 24-0 4-o /5-0 24-o b-o - "FR" = FLOOR � ROOF FRAMING DATE: 01 �9 CONDITION FOR ALL STRUCTURES: /24 3 OF 19 -oil T-011 5/8 V ANCHOR BOLTS ® 3Q O.G. :25--oll29>1 iv 52'-0" b'-O"/1'-6" 52'-0" 8'-0" SECOND FLOOR NOTES: I.TABULATED SPLICE LENGTHS ASSUME TOP PLATE-TO-TOP PLATE 561-0.1 < 4' • CONNECTION USING 2-I66 NAILS PER FOOT.FOR SHORTER SPLICE ••' :: LENGTHS,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 40'-0" II'-O" • I. MIN. -I EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAY5 END w/ 5" SQUARE WASHERS AND END NUT SETUP; BACK m 4'-0" O.C. 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. FILL 2.TABULATED SPLICE LENGTHS ASSUME A WILDING LOCATED 50'-o" 10'-O"/I2'-6" 50'-0" 13'-O" a I F:, ��CONDITION IN EXPOSURE B TYP. STRAP w/(3) iv TOP TWO COURSES SOLID 5d NAILS EA. ENp STROKE ' 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-o"/I5'-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 �a 1 OR REPLACED BY HOLD DOWNS FOR 5HEARWALLS LATERAL-LOADS SHALL BE MULTIPLIED BY H/5; �\ `� PLAN DIAGRAM OF ZONES FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE -10'-0" 14'-0" '70'-O" Iq'_O" FIRST FLOOR NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6" $ I2° (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): ,t. �,,,• 0 80'-0" I6'-O" 80'-O" 22'-O° FROM ENDS AND CORNERS TWO ® CORNERS) a'WALL- 1.125 t (SEE DIAGRAM TO LEFT) lo'WALL- L.25 - - II'WALL- 1.3'15 BLOCKING 2 BAYS REFLECTIVE REFLECTIVE RED PANTONE WHITE THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOEDOWN LOCATIONS 12'WALL- I.5 FOR 10'-0" WALL #187 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL I i-1I 5CELLANEOUS FRAM I NO GRAPH I GS CONTI NUOU5 BUILT-UP O I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING 5TANDARD5, IT IS REa'D FOR FRAMER TO HAVE A F 1 RE BLOCK NC FOR FLATFORM FRAM I NC WORKING <NONLEDOE OF THE AMERICAN WOOD COUNCIL [Ak4i DETAIL BOOK CONNECTION PATTERN SCHEDULE AND ALL RELEVANT PORTIONS OF THE RESIDENTIAL GODS) BETWEEN I/b ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) CONNECTION a 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED PATTERN DESCRIPTION �� TOGETHER SIDE BY SIDE ARE CONTINUOUS OVER Q BLOGKINO UNDER LOAD BEARING NALL THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER AS FIRE-STOPPING. C0 NON-LOAD BEARI NO NALL OFFSET FROM SUPPORT A (2)ROws IOd NAILS a 12"O.G. THE SPAN LENGTH FROM AN INTERMEDIATE W 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST w STUDS STUD B 0)R011,15 lOd NAILS a 12"o.C. SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPING. J SUBFLooR P, THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (2)ROWS 1/2" m BOLTS m 12"O.G.5TA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 5. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE N /SUBFLOOR G TWO-PIECE Q DBL.m ENDS PLATE SERVE AS FIRESTOPPING. += Lid SOLE PLATE BUILT UP GIRDER P MAX.52" NAILING: 0) D (2)Rotas 1/2" 0 BOLTS a 16"O.G. M F F FOR PLAT FORM TORRAME CONSTRUCTION: THE DOUBLE TWO-PIECE GIRDER.. ARE TO BE NAILED FROM ONE 4 � O SOLE PLATE O E (2)ROWS I/2" m BOLTS m 24"o.G. SIDE WITH IOd NAILS, TWOJ015T SERVES AS FIRESTOPPIN6. Z7 (0 NEAR EACH END OF = � BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 'G � O F (2)Rows 3-3/8"TwUssLOCK SCREWS m 12°O.C. 4 1/4 OF A OF Ill INCHES BETWE=N NAILS IN A HORIZONTAL OR OF NONCOM-BU5TIBLE FILL. 0 C z ' SCREWED ON(I)SIDE OF MEMBER r LINE; OR GIRDERS A¢E TO BE NAILED FROM EACH 0- (2)ROWS 3-3/5"TRU55LOCK SCREWS• Ib"O.G. SIDE w/ IOd NAILS, TWO NEAR EACH END OF EACH 6. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE �, X _fie SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN 0 0 JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 C (2)ROWS 3-3/b°TRUSSLOCK sGREtKs m 24"O.C. JOISTS SERVE AS FIRE5TOPPIN6. 0 O m ate-• Cfl BETWEEN NAILS IN A HORIZONTAL LINE.JOIn IST H SCREWED ON(1)SIDE OF MEMBER .� O :� MAXIMUM OFFSET THREE-PIECE '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N 0 (2)ROWS 5"TRUSSLOGK SCREWS• 12"O.G. C J BUILT UP GIRDER MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS O J015T DEPTH, d SCREWED ON BOTH SIDE OF MEMBER P NAILS ON EA. SIDE W/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q �- 2E 0 MATCHED SIZE OF BLOCKING (2)RoW5 5"TRUSSLOGK 5CREW5• 16,O.G. 4 UNDER NON-LOAD BEARING FIRESTOPPING AND K Sr-i ON BOTH 51DE OF MEMBER PIECE, INCLUDING INTERMIDIATE JOINTS, AND W/ THE PARTITIONS ® 52" O.G. BLOCKING STUD OTHERS STAGGERED W/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES A5 FIRE-STOPPING. L (2)ROWS 5"TRUSSLOGK SCREWS• 24'O.G. BETWEEN I/6 DOUBLE PLATE Sr-i 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 HALL FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NO BRAG I NO NOTE: A 5TRIN6ER TO SERVE AS FIRE5TOPPIN6. GANTI LEVERED FLOOR 1.BEAMS t HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS AS SPECIFIED GABLE ENDNALL PLAN SHALL USE CONNECTION PATTERN'A'WHEN b"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR d CONNECTION PATTERN V WHEN 10' 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 GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH SUBFLOOR SOLE PLATE 2"x4"CONTINUOUS 6ABLE END MASONRY PIERS, NA LED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF LATERAL BRAGS o V O.G. T�55 BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE TTHE VERTICAL OPENINO 15 SEALED HE FIRESSTOPP N6 HALL TER ON THE IBE "� "'�°°•SAND JOIST � 2) IOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED 'w G.J. /� /� G I I I HR NKA6E GRAGY BY AIR �KN OF THE INTERIOR FINTS MOVIN07 NISH. PLASTER P�ASTEUT TR OGEIL N6 ON AL N I L I N L/ A TT RN FOR L O M✓ (I FLUSH B M S) PLATFORM FRAME CONSTRUCTION NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10)ad -LOCATIONS REQUIRUNG FIRE5TOPPIN6- AS FIRESTOPPIN6. NAILS FIRE- FIRE- WOOD FIRESTOPPINO FIRESTOPPIN& ■s STOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED, STOPPING sroFPING MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS c 10" O.G. NAILED' I BOLTED' !li 11 U 2"x4"BLOCK NAILED TO EA.BRACE _VERTICAL �BLOGKIN6 2 ROWS Ibd s ROWS Ibd 2 ROWS JY 2 BOLTS ' 2 ROWS J4' . W/(4) IOd NAILS COMMON COMMON BOLTS��4' BOLTS BOLTS • 12,oz., O 12"O.G.6 O.G.STA56ERM:f a 12"O.G. O 6"O.G. t'^' COVERING ISIAPPLIED - >+.. 20 a.STRAP h TO UNDERSIDE OF STUD 9 „5 GYPSUM BOARD TWO ROWS 12 O.G. THREE ROVE 12"O.G. JOISTS LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 DOUBLE PLATE * 5d COOLER NAILS m 10"O.G. (10) 8d NAILS BEAM SELECTION w/ STD. NAILING ° ° ° ° ° NOTE: ENDWALL STUDS AS NOTED IN NOTES '1 6 8 JOIST SHALL BE LOCATED DIRECTLY * DENOTES ALT.FOR USE OF DRYWALL SCREWS ° ° ° ° ° ° ° ° 5 CFI OP BIN& LOOCLE ATTIION OVER STUDS, UNLESS TOP PLATE IS 4"• EDGE/12"a FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES SOLE WOOD FIRESTOPPING of OIRDER DE516NED TO CARRY THE LOAD 50REW5 06 - I TYPE W OR 5 B FIRESTOPPIN'S LOCATION 5 LOCATION 6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER LOCATEDETER AS THE BOLT AND SHOULD BE 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS 6"O.G. THM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUS IG USE KPE55 OF THE MEMBER. WASHERS UNDER HEAD AND NUTS EXTEND THROUGH THE E O 0° 0° 0° O 0° 0 INTERIOR STUD DETAIL OVERLAID ROOF NOT9.STAGGER EACH ROW OF FASTENERS BY 12". O O O O O O O O O ATTACHMENT @ VALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. 'I T FILLED \ ® NONGOMEU5TIBLE FIRESTOPPINO S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPFIN6 " APPROK I INCH THICK BOTH 51M OF THE MEMBER. 6.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6'O.G.OR TRIPLED FOR 4"O.G.NAIL SPACING. LOCATION 1 57D.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: V STRAPPING w/ T.2 ROWS OF Ibd COMMON NAILS(12'O.G)FOR DEPTHS IV OR LESS 4 ad NAILS LOCATION 8 FIRESTOPPINO LOCATION c( O EA.END a R.R. b.5 ROW5 OF 16d COMMON NAILS(12"O.G)FOR DEPTHS OF 1 16'< 15". LOCATION 10 FULL WIDTH 2" BLOCKING ZO H GON57RUGT1ON DETAILS HIND LOAD FATH GONNEGTION DETAILS TOP PLATE DRILL 2"0 INTO ROOF DECK FOR 5TRAPPIN6 INSTL. NOT TO SCALE INTERSECTION DETAIL XIST.OR NEW NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 IOd NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s AL15N NEW b EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I S WOOD JO 1 ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANOE HEADER C ENERAL REG2U I REMENTS FOR GENERAL REG2U I REMENTS FOR W INSTALLATION OF OLINco.'WHED NAILS INSTALLATION OF TOE—NAILS GIRDER/HEADS � WOOD O I RDER WOOD JOIST JACK STUDS L) MAIN MEMBER W O 30. Q JOIST FRAM I NO OVER WOOD O I RDER JOIST FRAM I NO FLUSH WITH O I RDER/HEADER TYPICAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: DIAM.x 5 APPROX. 50° w/THE MAIN MEMBER $ STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, LA U R E L AV E IV 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 cl ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN MEMBER,FOR THIS APPLICATION, SHALL BE AT LEAST LOT 6 SIX TIMES THE DAM. OF THE NAIL RAFTER 5. TO AVOID 5PLITTIN6, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING J015T NALL STUD NALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLATIEE BOTTOM PLAT 1475 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"x6" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 GH I M. CHASE 5ECUR1 NG @ STD. SIDE NALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKING DETAILS (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARINO WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR d BLK'G TO R/L 51DE5 NI/STRAPPING TO R/L SIDES) w PAGE: TOP PLATE ® N I II ND RESISTANT GONSTRUGTI ON GONNEGTORS GHIM. CHASE WALL Z tu Q U CONNECTION LOCATION: PART NUMBER: NOTES: m "' 04m "" O o'► RI DOE-TO-RAFTERS C520 @ 21" APPLY TO EACH PAIR OF RAFTERS Q e z� ® RAFTER-TO-WALL H7 APPLY TO EACH RAFTER DATE: 01 1 4 1Lw z / 9/2 4OF19 ROOF o o a RAFTER-TO-PLATE H,5 or H2.5 APPLY TO EACH RAFTER Nz ill BLOCKING a EO PLATE-TO-NA STUD GS 11 TO ALIGN w/5TRAPPINS a ; LL 20 @ 18 APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE . THE FIRST FI_. ® z Q 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 @ 56" APPLY TO EACH WALL STUD HEADER-TO-JACK STUD C520 @ 12 APPLY TO EACH JACK STUD t �"�� W Oo FLOOR/GLt3. ® 11 CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD '„ ;-A SHEAR WALL HOLDDONN ANCHOR 557516 APPLY TO EACH 51DENALL END : I: 30 WRAP UNDER DOUBLE SILL PLATE 1ST. FLOOR-UNDER-SILL PLATE 0520 SIDE V I EvI PLAN V I EN (USE KITH 3 5aUARE MASHERS) USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. it ` I. (/p�. jl��s I�VI I (��e)a�I/'I�v/JII I r !� E ,ERAL e� 1 I �5Ot E� NEW PARTIAL HEIGHT _ EXI5TING TO BE DEMOLISHED I""1CL9 WOOD FRAME (L.6. STL. 56'-0" 20'-0" EXISTING TO REMAIN WHEN APPLICABLE) a NEW WOOD FRAME (L.G. NEW FOUNDATION WALL " w 5TL. W WHEN APPLICABLE) 4 q x NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL - - - - - - - - �� POST FOR 4" WALLS .G. 5TL. - - - - - WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL r -I r 5 + I : 0 WOOD FRAME (L POST FOR 6" WALLS), U.O.N. r I. - - - - - - - - - - - - - - - O NEW 2-HR FIRE RATED I I I O O WOOD FRAME (L.6. 5TL• I _ I I ry `I'-2" I I CV 00 WHEN APPLICABLE � -� I I � z4 >1 o UN • � O -..�.._....: O .4-4_ r- FOUNDATION PLAN NOTES I I I I I ( �- I-I O m i A-30 I _..... - -- -_ __. _..__.._..-- - - - A-302 Q CN O Lo AS PER COVENANTS 8 RESTRICTIONS DATED 57H i I I I I ( 0 OF MARCH 2O25: I. ALL UTILITIES, INGLUDINO BUT NOT LIMITED TO I ~ ELECTRIC, OAS, TELEPHONE, GABLE AND WATER, MUST BE LOCATED UNDERGROUND 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, CORROSION PROTECTION REQUIREMENTS N PLACE I I I •t PILL, OVERF:ILL AND PROVIDE (2) NEW FURNACES: O I. UNITS BY "RHEEM" OR APPROVED EQUAL D I I I I '~. I 4 2.PROVIDE 4-TON UNIT FOR 15T FLOOR ZONE I 8 ZONE 2';UNIT LOCATED IN BASEMENT - 3. PROVIDE 3-TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN T SEE 517E PLAN FOR ATTIC PROPANE TANK LOCATION 4.VENT THROUGH WALL C ♦) 5. F.A.I. THROUH WALL r g I I I I I I v 6.INSTALL AS PER MANU. SPECS. I Q 1 NEW MECH. AREA: O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.s \ _ _ - 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 506.1 2 .. ,. •> .._;...; . ..,. , .;. ....,:. 3•MAINTAIN ALL REQUIRED PER NY5LMC 504VENTINcS CLEARANCES \ \ -402 - - - - - - - - - - - - - - I I I I `." z •�� 4.IF APPLICABLE, DISCONNECT, REROUTE, b RECONNECT \ I I I I ® ® U EQUIPMENT TO EXIST. PIPING AS REQ.'D. \ I I I Qr TYPICAL MECHANICAL AREA NOTES: I. FOR WD. FR. FLOOR - PROVIDE 1/2" GONG. BD. BY 6 \ I I I O ■-/1 "DUROCK" (OR EQUAL) D \ I I I I I V PORCH ABOVE 2. FOR WD. FR. WALLS - PROVIDE (I) LAYER OF 5/8" � TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WALLS) N 5. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. i 5PEG.'5 AND AS PER NY5 MECH. AND FUEL OAS CODE 4. WHEN EXIST., MEGH. EQUIP. SHALL BE VERIFIED THAT I D IT CONFORMS TO NY5 MEGH. AND FUEL 6A5 CODE BURIED PROPANE LINF--\\l I I I I 002 5 COMB.FRESH AIR AIR INTAKE VOLUME FROM PER EXTERIOFt PEG.s PROVIDE I ( I 5 I I ® O 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL 1 " EMEROENGY SHUT OFF SWITCH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4'-O - - - - - - - - - - "1. FOR GAS SERVICE, PROVIDE 6A5 SHUT OFF SWITCH • ' s • •` 8. LOCATE ME •GH. EQUIP. TO ALLOW FOR PROPER .. , .• .. ., ...,. .... .. .. ;• . -CLEARANCES AS PER CODE I ii r i - - - - - - - - - - - - - - - - - - - -•- - -r- - - - - - - L-7-i q. PROVIDE 3 FLOOR DRAIN IF REQ D BY EQUIPMENT S I � J - - - CONNECT TO SANITARY SYSTEM A5 PER NYS 3 PLUMBING CODE ON NATURAL I 20::'-q" " I (n]10.APPLIANCES JOINED THROUGH A COMM i I DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL SECTIONS OF 2020 NY5 RC 624271'. UNDER-FLOOR AREA VENTS O3 NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER 2020 IRG R405; INSTALL AS PER MANU. SPEC'S WITHIN 5'-0" OF BUILDING CORNERS FREEZE PROOF HOSE BIB: _7 O4 FASTENED w/MASONRY ANCHORS (PRECISE p LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) f I I • I r _ I I ELECTRICAL PANEL: IGA PANEL LOCATION O ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. BURIED PROPANE TANK: I I GARAOE SLAB O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK BASEMENT 2.INSTALL AS PER MAU. SPEC.'S 5.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY B STORM WATER STRUCTURES, d BURIED UTILITY LINES;REFER TO I I i I I UNCONDITIONED; 51TE PLAN FOR INSTALLATION LOCATION. I I I I I ( UNFINISHED SPACE - - OWATER HEATER O I I F O NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. I I I I =--��C} --�- - - i p� - - •�.�� i _ 3 PROPANE WATER HEATER (OR APPROVED EQUAL). m i l- _J I- -1� L_ 17HOHIT. ALL L I. VENT THROUGH WALL. I UNDER-FLOOR I L _ A-4ol 2.F.A.I. THROUGH WALL. I VENTILATION I I I I I I I w 5.INSTALL PER MANU. SPEC.S I FLOOR I I I A-4o2 DOOR NO INTERIOR DOORS WH3=N GALLED OUT I i AREA 215 S.F. i :; I I I I V O1. KQ• S.F. PROV. ON PLANS BY 'JELD-WEN' (OR EQUAL). I I VENTui 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT ON PLANS BY 'THERMATRU', 'ANDER3EN' (OR EQUAL). I REQ'D 1.4 S.F. 0.0 S.F. 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS d DOOR SCHEDULE. I I I I tii 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I - - - - - - - - - - - - - - - - WALLS,U.O.N. 5. INSTALL A5 PER MANU SPEG.'s I • � �77.. i '' i _ UNDER-FLOOR 6.PROVIDE (2) 2"xIO" HDR., U.O.N. VENTILATION I PROJECT: 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING I - - - - - - - - - - J ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. VENT - - - - - - - - WINDOW NOTE: F.A.I. cv ( ( I I I AKA 2254 S.F. O I. ALL NEW WINDOWS 8 DOORS SHALL. BE ANDERSEN • I % REG. S.F. PROV. i I LA U R E L AV E N U E CASEMENT, DOUBLE-HUNG, OR 6LID'NO (AS NOTED). I INSTALL AS PER MANU. SPEC.'S. 5 I VENT 14.Q S.F. 0.0 S.F. I LOT V 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSE:; - REQ'D SEE DESIGNATIONS E WINDOW SCHEDULE. 5. FOR 5UB5TITUTION5, 5EE NOTE #q IN "GLASS WINDOWS - - 003 J BURIE ELECTRIC LINE AND DOORS ON PAGE 6-002. I ' 2 8 4.ALL CASEMENT WINDOWSTO HAVE STRAI6HT ARM HINGE. I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH I 001 O , a a 6 I ENERA TEMP. 6L. SHALL BE PROVIDED: . . 14. N G L 75 LAU REL LAVE AVENUE 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF 5WINOIN6, SLIDINO, 4BIFOLDDOORS -1 ' _ - - - - - - - - - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - SOUTHOLD, N.Y. 11971 6.2. WITHIN 15" OF F.F. I I I I 6.5. WITHIN 24" OF A DOOR J cV 6.4. WITHIN STAIRWAYS 6 WITHIN 56 OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES I A-302 _� - I I I DRAWING TITLE: b.b. SEE ALSO GENERAL NOTES ON PAGE 6-002 � --- -- --- - _._ A-502 PORCH ABOVE WATER SERV GE LINE , - 'i. SEE PAGE 0-003 FOR FRAMING ELEMENTS AROUND PROPOSED FOUNDATION PLAN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM = -�' ` • J (2) VAO" HEADER U.O.N. I 1 I - - - - - - - - - - � - - - - - - - - - - - - - - - - - - - - - - II NEW UP 8.WINDOW FALL PROTECTION SHALL 13E PROVIDED PER I ? '� ~r r �, NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 Ij - LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN'12 _ i ABOVE 6RADEOR THE ADJACENT SURFACE ATTHE � i � - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - BUILDING EXTERIOR. � �: � I � �, +" (-_ - - - - - _.._.._. _.._.._ ._.._ ._. _.._ _ ._.._.._. -..- _.._.._..-. -.._.._.._.. _.._ ._ ._.._. _ ._.._..-.._.._ � - EGRE55 NOTE: ' IN COMPLIANCE WITH NEW YORK STATE BUILDING \ ( i I N g - PAGE: CODE, SECTION R510.2.1;THE FOLLOWING MEANS OFt- E6RES5 SHALL BE FOLLOWED: 1r \ _ R X. 8 ARL NET CLEAR OPENINO........... 5.'I S.F. - 5 (14) Tr AM N. I5" O �. � (1 I I NET CLEAR HEIGHT............... 24 MINIMUM - NET CLEAR WIDTH................. 20" MINIMUM -� - - - - - - - - - - DATE: 01/19/24 5 OF 19 rlmuol. j ( SEPTIC CONNECTION 12'-15" SCALE: 1/4" = I'-O" .01 74Q y SEE f=AOE ASI04 FOR l N17)ON DOOR S�HEI:�)ULE . .l OENER'AL S`rM5OL E'�-r : EXISTING TO BE 17EMOLI5HED � J NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE)NEW WOOD FRANIE (L.O. NEW FOUNDATION W QALL STL. WHEN APPLICABLE) N L K K W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" 5TRUG7URAL --� WOOD FRAME (LG. 5TL. P057 FOR 4" WALLS m WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL Q }' N NEW 2-HR FIRE RATED P05T FOR 6" ALL5), U.O.N. la'-10" �i : �W O WOOD FRAME (L.cS. STL. NATURAL LIGHT � O VENTILATION 6_p N �': O WHEN APPLICABLE) b O ' AREA 2'f5 S.F. z S.F. REQ. S.F. PROV. I-I _�_ - _..__ - _.. _..............................._.._._..-- - - - ' 1-I �' O U C, FLOOR PLAN NOTES L16HT 22 O S.F. I10.0 S.F. A-30 A-302 0 O m O O REQ'D l02 BEDROOM I � 0 Lo DOOR NOTE: A/G CONDENSERS: VENT O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/C CONDENSER BY "RHEEM" 11.0 S.F. _11.b S.F. 27 S.F. cn Q r- � � Q ON PLANS BY 'JEER-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 d 2 REQ D 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 5-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR Y GEILI TRAY 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL A5 PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 6 DOOR SCHEDULE. 4.INSTALL UPON LEVEL 6ROUND $ PROVIDE GROUND NATURAL LIGHT 8 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF VENTILATIONq_ 5, INSTALL AS PER MANU s CONDENSER. FLOOR AREA 61a S.F. q-I b (.PROVIDE (2) 2"xl0" HDR.,.,U.O.N.U.O. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 7. SEE PAGE 6-003 FOR ALL OTHER FRA111N6 APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS = S.F. REQ. S.F. PROV. O ELEMENTS AROUND DOORS (TYP. FOR Al_L) U.O.N. WHENEVER POSSIBLE. LIOHT STAIR B RAILING NOTE: PROVIDE (2) NEW FURNACES: REQp 4q.4 S.F. 84.6 S.F. e. I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL e� Tr - RISERS SHALL BE CLOSED Q D 24.1 S.F. ba.0 S.F. =ry 113 114 ' 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2.PROVIDE 4 TON UNIT FOR IST FLOOR "ZONE I" b "ZONE V 2";UNIT LOCATED IN BASEMENT V 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'-a". ATTIC i LINEN _ Q� W 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 2 W ;n "'� 4.1. BETWEEN CLEAR HEIGHT d HANDf2AIL5: 36" MIN. 5. F.A.I. THROUH WALL m ■ 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. ED 112 4.3. BELOW HANDRAIL, RAILS ON BOTH SIDES: 21"THAN MIN. _ \ 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ____ '"�� .' ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR 13 RESERVED 17'-b" O OR MORE RISERS, AND WHERE SHOWN ON PLANS. \ � ♦ , 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED `r V WA K-IN WALKING SURFACES LOCATED MORE TI4AN 50" ABOVE NEW LAUNDRY GL05ET/ROOM: i I OL05ET FINISHED FLOOR OR GRADE, 3 WHERE SHOWN ON PEAKS. 14 I. NEW WASH /DRY HOOK UP �zu COVERED BATHROOM I -1. 42" HIGH GUARDRAIL $ 5PINDLE SPAGIN6 NOT TO 2.COORDINATE LAUND. ROOM d DOOR DIM.'s D > ■®s p PORCH I O 122 S.F. JT ALLOW PASSAGE OF A 4" SPHERE;36" HIGH w/SIZE OF EQUIP. to i F 235 S.F. HANDRAIL d SPINDLE 5PAGIN6 NOT TO ALLOW 3.PROVIDE HOOK UPS AS REQ'S PER MANU. N � O .ry PAS5AGE OF A 4" 0 SPHERE. O n a. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: V 1. RAILING d TREADS TO BE WOOD I. DUCT SHALL TERMINATE To EXTERIOR Q o 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4'-a" II'-2" 10'-Ijy2" � OPENINGS ® WOOD TREADS, RISERS TOPRAIL; METAL 3.DUCT SIZE AS PER MANU. A A E F N A N F103SOFFIT VENTSPINDLES 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER B � OVE ABOVE 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO ,. ; , r. '. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM \ 2B WOOD TREADS, R15ER5 4 TOPRAIL 4 SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO - - - . `" EXCEED 8 FEET AND SHALL BE LISTED AND LABELED I ® � IgI_411 i � A IN ACCORDANCE WITH UL 2155A. DW I OSMOKE DETECTOR / GO DETECTOR NOTES: 6.EXHAUST DUCT5 SHALL BE MIN 0.016" THK RIGID i i \ / I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/SMOOTH INTERIOR 5URFAGE5 WITH JOINTS 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 5HEET-METAL � I � � � � � 2.INTERCONNECTION BETWEEN NEW 8 EXISTING DEVICES SCREWS e: 12'-b" SHALL NOT BE REQUIRED WHERE EXI5TIN5 ALARMS I ( - BUTLER'S - ARE NOT INTERCONNECTED, AS PER NY5 R314.4. 'f. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I \ 3.PROVIDE SMOKE/ CO DETECTORS AS INDICATED, AND 87 S.F. �t LOCATION TO THE WALL OR ROOF TERMINATION. THE 1 m PANTRY KITCHEN � I 1 ( I MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I 2-O' PER 6ENERA.L ELECTRICAL NOTES ON PAGE 6-002. o t� � I ,I I 262 S.F. 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 HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. S OPENINGS TO BATHROOMS w/SHOWER OR TUB. p I ENTRANCE TO I I = 5. INSTALL ALL AS PER MANU. 5PEG.'s r PANTRY;BUILT IN OO I I I 0 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR WITH CABINETS r- THERMOSTAT: j - IN COMPLIANCE WITH LOCAL GORE 15 I. PROVIDE THERM05TAT FOR (2) ZONES: 1 GREAT ROOM I I 14'-6" GL6. I O WINDOW NOTE: - ZONE 1: FIRST FLOOR i ' ` OO = - i _ 62,S.F. I 1 TRAY ! T O I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR - H6HT• r 2. H.O. TO SELECT MODEL; INSTALL AS PER I 0' I I ( ABOVE ILIN I I6 CASEMENT,DOUBLE-HUNG, OR GLIDING (P:5 NOTED). p in INSTALL AS PER MANU. 5PEG.'S. MANUF. SPECS y 2 GAR GARAGE AUNDR = MIGROJ I j j 11 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; O N I 462 S.F. I I SEE DESIGNATIONS $ WINDOW SCHEDULE,. i 12 5. FOR SUBSTITUTIONS, SEE NOTE #cq IN "GLASS WINDOWS 16 NEW GAS FIREPLACE INSERT. CONNECT AS PER O AND DOORS" ON PAGE 6-002. MANUFACTURER'S SPECIFICATIONS AND NY5 STATE 4.ALL CASEMENT WINDOW5 TO HAVE STRAIGHT ARM HINGE. MECHANICAL GORE;PROVIDE ALL NECESSARY - A 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. Q I 14 I I 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLIGHT5 $ OPERABLE PANELS OF 5WIN61N6, SLIDIN6, d BIFOLD DOORS ELECTRICAL METER: 6.2. WITHIN Ib" OF IT i I NEW = I .._.._.._.._.._..-.._.._.._.._.._.---._ _ m 6.3. WITHIN 15" OF F.F.. DOOR INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 8 �' I UP N O 6.4. WITHIN STAIRWAYS 4 WITHIN 36" OF A LANDING UTILITY Go. STANDARDS lO I I 6.5. WITHIN TUB/SHOWER ENCLOSURES / 1 106 _ I 22'-II" IS I \ II H Z 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 -� ,�--b'-O° 24'-3" g 1. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND IRRIGATION, LANDSCAPING AND FERTILIZER ! WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS RESTRICTIONS _. _.._. _ ._.._ ._.._. J Y WET BAR O (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: v _. _.._ ._.._ -.._. _.._.t_.. HVAG RTR 0 14'-6" 6'_O" V b.WINDOW FALL PROTECTION SHALL BE PROVIDED PER ,- z I ,- > NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT d N � 105 - w LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" OVER-WATERING ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR j BUILDING EXTERIOR. PE57I0IDE5 15 PROHIBITED BENCH b BUILT-INS ui BEDROOM 2 w 3. THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE =:'`' as<" N �'. ;. 1- 154 5.F. H EGRESS NOTE: REQUIRED IN LANDSCAPING ..AI I I 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.THE USE OF FERTILIZER PRODUCTS CONTAINING w GORE, SECTION R310.2.1;THE FOLLOWING MEANS OF NITROGEN, PHOSPHORUS OR POTA551UM I5 PROHIBITED I6-O 5' q H TCH 110 NATURAL LIGHT " - EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I . , I GL• VENTILATION o NET CLEAR OPENINO........... 5."1 S.F. 5. ONLY OR6ANIG FERTILIZERS WHERE THE WATER-SOLUBLE NATURAL LIGHT 4 FLOOR - O 0 PROJECT: NITROGEN 15 NO MORE THAN 20% OF THE TOTAL - POWDER FOYER °$ p 15q S.F. NET CLEAR HEIGHT............... 24" MINIMUM m VENTILATION _ = I AREA NET CLEAR WIDTH.. . NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS I i ' N ROOM 6 222 S.F. = ............ 20" MINIMUM - ' BATHROOM 2 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE FLOOR D LAUREL AV E N U E S.F. REQ. S.F. PROV. 64 S.F. HT 15q S.F. , 2q S.F. `fl 3 LIGHT FEET IN ANY ONE APPLICATION, WITH A GUMULATIV AREA j �� a 12."f S.F. O.O S.F. q , TYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 O I. WALL BOARD SQUARE FEET PER YEAR 15 PERMITTED S.F. REQ. S.F. PROV. 0 LOT I i REQ D �� ® in I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 3'-q O ALL BATHROOMS 7. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS LIGHT 15 PROHIBITED UNLE55 ESTABLISHING A NEW LAWN OR A REOID 12."1 S.F. 6"i.2 S.F. 10? II O 4 IOq R�EQTD 6.4 S.F. O.O S.F. III 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND I-II" I-il" >M b-3" lol t. TUB SURROUNDS 501L TEST 5HOWS THAT THE LAWN DOES NOT HAVE 2. SHOWER FLOORS ENOUGH PHOSPHORUS D 6.4 S.F. 63.0 S.F. Ey,", 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON 8.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS 1475 LAUREL AVENUE 2.2. CONCRETE MUD-SET(SLOPE I/a" PE:R FOOT SURFACES SHALL BE IMMEDIATELY PICKED UP - 2.3. HATERTOKA PROO(N) UPONMEMBRANE TO COVER SHOWER DEN r(H) I =� I A B B A A B B A z SOUTHOLD A� _ I ABOVE ABOVE ABOVE ABp , N.Y. 11971 FLOOR, WRAP DRAIN b ATLEA5T 16" UP WALLS 222 S.F. B 't .N` A-302 _ NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: -- DRAWING TITLE: CIRCULbO VENTILATION IS NOT MET BY MEANS OF NATURAL q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING = NEW _ NEW UP COVERED OUTDOOR SPACES THROUGH WINDOWS OR DOOR TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, `1� DN 2 _ PORCH PROPOSED FIRS' FLOOR PLAN OUTDOOR SPACES A5 PER NY5 MEGH. GORE_ SECTION AS PER 2020 NY5 EGG R4o4.1 � ^�,yry I - = = in - 28o S.F. 405.5.2.5; INSTALL AS PER MANU. SPECS O �t' _ - a NEW PLUMBING FIXTURES: I m ry- ABOVE >C ❑HOT WATER PIPING INSULATION: f X a O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING V < ® t N SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG 4 ® ~ 2 NEW FLOOR: R403.4 4 R403.5: O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (bl_UE d SCREW); .2 INTERIOR. SCREW PERIMETER OF SHEATHING b" O.G. a 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF GARRYIN6 V - �2 PAGE: 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 ry D 3. PIPING SERVING MORE THAN (I) DWELLING UNIT O` amok V I , fJ . NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE V ,,,Ikkk---V I _ 0 O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 3'-0:: O ■ 0 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 AT DATE: 01/19/24 6 OF 19 4.NEW �" PLYWOOD SUBFLOOR BENEATH (61.UE d SCREW); 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS SCREW PERIMETER OF 5HEATHIN6 6" O.G. $ 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. p ABOVE ABOVE ABOVE INTERIOR. N 1 C'.42" 6-�/2 to NEW ATTIC ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALLS t FLOOR WITH INSULATION TO 46-q' 3-3 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (1,11N. 22"x3o") PROVIDE A SOUND TRANSMISSION GLASS (5TC) FOR 3. DBL. FRAMING WHEN NEW OPENING AIR-BORNE N015E OF NOT LE55 50 AS MEASURED IN 4.WEATHERSTRIP AGGE55 OPENING Q PROVIDE R-4q ACCORDANCE WITH ASTM E qo. INSULATION ABOVE w/ND. FR. (OR EQ) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLIN6 WHEN OPENED, AS PER NY5 EGG R402.2.4 ,. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE G I7 PLAN THERMAL ENVELOPE OF BUILDING). PROPOSED F I RS7 FLOOR PL A `� t f` y�� 5. INSTALL A5 PER MANU. 5f'EG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. l kid D 2/aOO S.F. HA E317A E3LE SFAcGE; 5,:286 S.F. OROSS AREA 50ALE: 1/4" = 1'-0" SEE FAOE A - 104 FOR NINr7ON DOOR SDI IEE�)UL W . 1 OENE31:p_lA SY1� OL BEY : _ EXI5TIN6 TO BE: DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. CL EXISTING TO RE:MAIN WHEN APPLICABLE) 10'-0" lo'-o"- Q NEW WOOD FRAME (L.6. NEW FOUNDATION WALL L K K 0 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL - - - - - Q WOOD FRAME (L.G. 5TL. POST FOR 4 WALL5 =; Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL _ F05T FOR b" WALL5), U.D.N. RATED WOOD FRAMM LG. 5TL. I •� N �- O WHEN APPLICABLE) 1 a O C � Z d I-I >1 U N A-50 A-302 OCD FLOOR PLAN NOTES -O O m Lo I � o � Ln N DOOR NOTE: A/C CONDENSERS: Q O I Oj I. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT II I. PROVIDE (1) NEW 4-TON A/C CONDENSER BY "RHEEM" BELOW ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 14 2 ( OPEN TO 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDERSEW (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WE16HT RATING I ; WALL5, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF 5. INSTALL AS PER MANU 5PEG.'s CONDENSER. D b.PROVIDE (2) 2"xl0" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOOR5 - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: I 4-1 I. ALL NEW STAIRS SHALL HAVE MAX. 0-1/4" RI 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL r ' Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" 4 "ZONE I 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT I I I I I NOT EXCEED THE SMALLEST BY MORE THAN ". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 6-5% ATTIC _ uj 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL r I I I I ■ 4.2. BELOW HANDRAIL, RAIL ON ONE 51PE: 31.5" MIN. b.INSTALL AS PER MAN. SPECS. NATURAL LIGHT $ I NATURAL LIGHT 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. VENTILATION VENTILATION 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN 13 RESERVED FLOOR I FLOOR ♦ , ONE 51DE OF EACH FLIGHT OF STAIR'.5 CONTAINING FOUR O AREA 247 S.F. I AREA 205 S.F. I I I v OR MORE RISERS, AND WHERE 5HON14 ON PLANS. (2. GUARDRAILS SHALL BE PROVIDED FOR OPEN-51DED NEW LAUNDRY GLOSET/ROOM: S.F. REO. S.F. PROV. S.F. REO. S.F. PROV. I I I I 0) WALKING SURFACES LOCATED MORE THAN 50" ABOVE 14 1. NEW WASH /DRY HOOK UP LIGHT I z [\/ENT GTFINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. D 111.15 S.F. 27.8 S.F. 16.4 S.F. 36.3 S.F. 7. 42" HIGH GUARDRAIL 4 SPINDLE SPAGIN6 NOT TO 2.COORDINATE LAUND. ROOM 4 DOOR DIM.s i REQ DALLOW PAS5A6E OF A 4" (P SPHERE;56" HIGH w/SIZE OF EQUIP. O VENT L HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW 3.PROVIDE HOOK UPS AS REG 5 PER MANU. N Q,D 9.Q S.F. 13.2 S.F. I o Q,D 8.2 S.F. 34.5 S.F. uj PA55AOE OF A 4" (P SPHERE. J1 b. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: II'-10"- a. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR 1 i 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 15'-lOy2" OPENIN55 3.DUCT SIZE AS PER MANU. ABOVE ABOVE ABOVE WOOD TREADS, RISERS 4 TOPRAIL; METAL 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER IFX U T C1 P 5- -I - - - G G I G ® SPINDLES 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - _J - - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _ _ _ _ _ _-_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -1 CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - - - - - - - - - - - - - - - - - - - - - - 2B WOOD TREADS, R15ERS 4 TOPRAIL 4 SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO ;r ,.;, + t: EXCEED 5 FEET AND SHALL BE LISTED AND LABELED I i SMOKE DETECTOR / GO DETECTOR NOTES: IN ACCORDANCE WITH UL 215&A. O3 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT b.EXHAUST DUCTS SHALL BE MIN O.OIb THK RIGID I I (� CL 5'-7" 4'-O" 15'-O" METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS - - - - - - - - - - - - - - SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HARD WIRED TO EACH OTHER w/ BAT ERY BACKUP. S DUCTSWSHALL NOT BE CONNECTED WITH 5HEET-METAL I I 2.INTERCONNECTION BETWEEN NEEW 4 EX15TIN6 DEVICES �VAULTEI:,>-\ SHALL NOT BE REQUIRED WHERE EXIS'fIN6 ALARMS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ci I 0 20q ARE NOT INTERCONNECTED, AS PER N'YS R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE: r I I I M WALK-IN DORMER 3.PROVIDE SMOKE/GO DETECTOR-5 AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I- OL05ET I BEDROOM 4 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 40° I I N 45 S.F. �i ABOVE `laJ CLOSET dJ 205 S.F. 4.SMOKE /GO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I I \ L S.F. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. 4 OPENINGS TO BATHROOMS w/ 5HOKE`.R OR TUB. I ;p 5 5. INSTALL ALL A5 PER MANU. 5PEG.'s b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR :'; "•g ; BEDROOM 5 a THERMOSTAT: _ 6 - IN COMPLIANCE WITH LOCAL CODE 15 I. PROVIDE THERMOSTAT FOR(2) ZONES: 247 S.F. BATHROOM 4 WINDOW NOTE: ZONE I: FIRST FLOOR O _� - 4'-q" 6 6 O O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR to Lx_ CASEMENT, DOUBLE-HUNG, OR 6LIDINO (AS NOTED). 2 MANUF. SPECS T MODEL; INSTALL AS PER ALII"INSTALL AS 7 208 [V7RA] MANU. 5FEC.S. 2.NOTE DOES NOT R INDICATE NEW WINDOW PROPOSED; SEE DESIGNATION5 4 WINDOW SCHEDULE. V 3.FOR 5U55TITUTION5, 5EE NOTE #q IN "6LA55 WINDOWS 16 NEW 6A5 FIREPLACE INSERT. CONNECT AS PER C m AND DOORS" ON PA6E 6-002. O MANUFACTURERS SPECIFICATIONS AND NY5 STATE 17 2' 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY = BATHROOM 3 3 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. � �_ • • b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: cV 13b'F• _ _ 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF 5WIN61N6, SLIDING, 4 BIFOLD DOORS 17 ELECTRICAL METER: CATHEDRAL �D 10 n 6.2. WITHIN 18" OF F.F. O INSTALL NEW ELEC. METER AS PER NYE, MECH. GORE, 4 LC:202 m In > 6.5. WITHIN 24" OF A DOOR UTILITY CO. 5TANDARD5 a \ * / \ I Z 6.4. WITHIN STAIRWAYS 4 WITHIN 3E: OF A LANDING 7 �� - w 6.6. SEE 1AL50 GENERAL NOTES ON PAGE 6-002 - 7. SEE PAGE 6-003 FOR FRAMING ELEMENTS AROUND IRRIGATION, LANDSCAPING AND FERTILIZER O WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS 4 RESTRICTIONS G 0 O&D m �VAI (2) 2"xl0" HEADER U.O.N. DATED 5TH MARCH 2O25: � LINEN I • 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT I ( LESS THAN 24" ABOVE F.F.,THAT ARE: MORE THAN'f2" OVER-WATERING - ATTIC/STORAGE ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR �D I I -II' FAMILY ROOM UNFINISHED, �� BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED EGRESS NOTE: 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE I ( 465 S.F. LAUNDRY UNCONDITIONED SPACE REQUIRED IN LANDSCAPING I/'A ,^''�`II IN COMPLIANCE WITH NEW PORK STATE E3UILDIN6 I - 8 � ROOM �T� CODE, SECTION R310.2.1;THE: FOLLOWING MEANS OF 4.THE USE OF FERTILIZER PRODUCTS CONTAINING I I E, O ! 66 S.F. NITR06EN, PHOSPHORUS OR POTASSIUM 15 PROHIBITED EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I I I I I I PROJECT: NET CLEAR OPENINO........... 5.7 S.F. 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE # VENT D YER NITR06EN 15 NO MORE THAN 20% OF THE TOTAL NET CLEAR HEIGHT............... 24" MINIMUM I I THROUGH ROOF i LAU R E L AV E N U E NET CLEAR WIDTH................. 20" MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS 1 6.A MAXIMUM OF I POUND OF NITR06EN PER 1000 SQUARE 14 TYPICAL BATHROOM NOTE: FEET IN ANY ONE APPLICATION, WITH A CUMULATIV I VAG I 1 O5 i. WALL BOARD APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 5aUARE FEET PER YEAR 15 PERMITTED I I LOT 6 15 I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN 7, THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS I - - 12'-5" 5'-4" ALL BATHROOMS IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND - - _ _ _ _ _ _ _ ._.._.._. _..-.. I - - - - - - - - - - - - - - - J SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE TUB SURROUNDS - - ENOU6H PHOSPHORUS z ...E : •.:.;. - - - - - - - - - - - - - -�_ 2. SHOWER FLOORS 5.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS I I 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP I ICATHEDRAL ( 1475 LAUREL AVENUE 2.2. COINCRETE MUD-SET (SLOPE I/8" PER FOOT Q ( ABOVE E ABOVE E ABOVE O I SOUTHOLD, N.Y. 11971 TOWARDS DRAIN) UPON I I CEILING d 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 4 ATLEAS'f IS" UP WALLS I A-302 NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: I DRAWING TITLE: bO VENTILATION 15 NOT MET BY MEANS OF 'NATURAL c10% OF THE PERMANENTLY INSTALLED NEW LIOHTIN6 1 1 2 I PROPOSED SECOND FLOOR PLAN CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, _ } :;= l OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AS PER 2020 NY5 EGG R404.1 I OPEN 405.5.2.5; INSTALL AS PER MANU. SPECS z - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J BELOW - - - - - - - - - - - - - - NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING ® � NATURAL LIGHT 4 SEE ALSO PLUMBING GENERAL NOTES 014 PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN GT GT VENTILATION R-5 FOP, THE NEW FLOOR: R403.4 4 R4035OWIN6 CONDITIONS PER 2020 NY5 EGG fT 465 S.F. 4-O" FLOOR O 1. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); \ \ O _ AREA PAGE: SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING \ _ S.F. RECZ. S.F. PROV. INTERIOR. FLUIDS >I05°F OR <55°F (R403.4) - - `t Q An 2.NEW FINISHED FLOOR PER H.O. 5ELEC•fION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER p _ 4 p RE D 37.2 S.F. 44.4 S.F. D'fJ lw 3. PIPING SERVING MORE THAN (1) DWELLING UNIT m cI VENT OR-111=03 . 00 NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE (V I8.6 S.F. O I. NEW TILE FINI5H (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION ;2 ..;' � REO ID 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON '1'. BURIED PIPING lllm�Dfi BT GT BT GT BT GT 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS ABOVE ABOVE ABOVE DATE: 01/19/24 7 OF19 SCREW PERIMETER OF 5HEATHIN6 b" O.G. 4 12 O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS.INTERIOR. 1 2" b'42" lO NEW ATTIC AGGE55 - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 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 GLASS (STC) FOR 3.DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 60'-I" 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-49 ACCORDANCE WITH ASTM E a0. INSULATION ABOVE w/WD. FR. (OR EG) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE d, n THERMAL ENVELOPE U. BUILDING). PROPOSEDSECOND FLOOR FLAN `� � f � � 5. INSTALL AS PER MANU. SPEG.'s 4� 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. �'� -,1 . 1145-7 S.F. HAE3I7AE3LE SPACE; 1,451 S.E. OROSS AREA scALE: v4" = I -o' SEE AOE A- 104 FOR l I NDON DOOR SCHEDULE 0. v414,111 MA 6A,"N" muio DOOR L NEW PARTIAL HEIGHT EXISTING TO BE DEMOLISHED WOOD FRAME L.G.( STL. FIRE NOTES WHEN APPLICABLE) TAG ME50RIPTION MANUFACTURER RATING < EXISTING TO REMAIN PqIDTH HEIGHT No 45 MIN. RATED NEW WOOD FR NEW FOUNDATION WALLAME (L-5. -SELF CLOSING w V"� STL. WHEN APPLICABLE) w IFQIR�mil 10, P '1:4 J NEW I-HR FIRE RATED MIN. (2) 2N4" STRUCTURAL WOOD FRAME L.G.( STL. 5KNO CURVED TOFkq/ Lr) ��g -611 1111MI \w \N SIDELIGHTS m c WHEN APPLICABLE) (MIN. (2) Vxb" STRUCTURALke, SIDE El POST FOR 4" WALLS Z) \g POST FOR 6" PqALL5), U.O.N. Oil 0 102 SLIDERS ANDERSEN mo (.0 NEW 2-HR FIRE RATED -6 C,4 0 0 Lo z 4 V400D FRAME (L.O. STL. lot-oil WHEN APPLICAB LE) 105 SLIDERS ANDE RsEN X _�e 0 L) OVERHEAD C) =3 co "Ab 104 GARAGE TB I(ol-011 C) Lo (N 0 4- 4_1 jt! F" 0.1-0.1 0.1-0.1 0.1-0.1 0.1 JELD-WEN E-5--o.11 - 0 4- 105 DOUBLE SWING K� PROVIDE (2) NEV4 FURNACE5: 0:Unl I 2.PROVIDE 4 TON UNIT FOR ST FLOOR "ZONE 1" 4 "ZONE m A I& <12 I. UNITS E3r "RHEEM" OR APPROVED, EQUAL 7F SININO JELD-KEN F lo(o 1E avl 2";UNIT LOCATED IN BASEMENT a k\L a w i I pha 'A_ m haV h 9 h 5.PROVIDE 5 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 5KNO JELD-WEN 21-411 o" ATTIC 1E I 1,� i"111111, E 4.VENT THROUGH WALL -oil 5. F.A.I. THROUH HALL 1095 SWING JELV- Z-all �NE NO f' 6.INSTALL AS PER MANU. SPECS. m\g\0, W\1 0-ma 51 " i Am-oil ,, s JELD-N \i"k 4111bIMI EN A 10" -17 E v VV 110 JELD- 41-011 51-oll W DOUBLE SWING PqEN • RMN a g III SWING JELD-WEN Z-411 -oil 2'-6" Oil m lkll 113 SWING JELD- 2'-4" il 1.011 114 SWING JELD- -b 95 F _6 �k c: 2 Al K! 201 SWING JELP-WEN 2'-611 0 202 SWING N0 JELP-WEN 21-4" at-of 104 ..... ..... - MIN, al PqEN :21-411 4 INNIN 03 SWING JELD- I at - - - - - - - - - - - N� 204 SWING JELD-WEN Z-411 11 N \I 06 v N o 7 ,- - - - - - - - - - _J \4 205 SWING -JELD-k4EN -oil ------------------ 206 -IF RESERVED 11 201 "'w i MA116 5PqIN JELD- F 21-611 IF V-0. I lMgNhN209 POCKET JELD-WEN 21-41 -ol :T OCI DOUBLE SWING 1- L NO JELD-WEN al-011 [--:: , I 6 N�N Q "A a '4, 01 THERMATRU :21-511 -oil 'c 0%% 2, A F 002 --L _-A JELD-WEN :21-611 1E 8-011 i NP 005 1 E L D-:N::F:-:N=! :21-8ll N Q, - - - - - - - - - - - - - ATTIC UNFINISHED, ALL NEW KNDOPq5 SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEO.'s. SEE PAGE II II FOR NAILING 4 STRAPPING DETAILS. UNCONDITIONED SPACE > SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER > FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER m g� n , \11 "I ,,,Awo0N1`*I , ,� ,,, L___ _j v q�\\\\\,g�g UM a ma !\Ell ,z m,Isms 111,3, IBM al I 1`0:ff _ EGRESS Q t Ino im KNDOV4 DIMEN51ON CLEAR LIGHT VENT PROV. PROV.�M�m TAG TYPE MODEL # I"r-\�,"iv"n", TEMP. a.9,� OPENING \ WIDTH REO'p: 20" PER PER Hr=1(5HT REO'D:24" UNIT UNIT z HEIGHT WIDTH I OPEN REOV- 5.1 S.F. 14 1,\ 21-11 ill 14.0 A CASEMENT C x PNq 1 14 1=14.1 F C.) W AT CA5EM CXNI& Z-11 9" 14 14.1 14.0 ail a TRANSOM AR31 2.1 -IIIIF L Lu :2' a BT ��AN5 AR31 p =IF E r_.A5rzM 41-11 ill 11.5 12.1 11.5 1 1 1 1 1 C A"11 �o CT CASEMENT-T CXN15 21-11 all PROJECT: CASEMENT CXN155 :21-11 J" 5t-4 Ell 1.6 15.1 1:2.6 LAUREL AVENUE R ABOVE CASEMENT OK5 2'-4 J" 41-11 J" 5.6 C1.2 elb " M" -4 J"F TRANSOM LOT 6 t 4 :2'AR251 Aw CASEMENT CXN15 A \\ 44 1\014LI\1111'�,111:1, 2'-II 2'-III2'. &b 5 I ff :2'-7 611,11�ILI AIINNI 1475 LAUREL AVENUE HT CASEMENT OX14 41-011 PICTURE SOUTHOLD, N.Y. 11971- -�povo 1 ' ll . IF I"Aft's -011 JT PICTU P4045 41 41 4 R" 14.5 DRAWI NG TITLE: K TRANSOM AR51 11.511 t x 2.1 4 mat PROPOSED ATTIC PLAN KID K WINDOW & DOOR CHARTS v V 4 Z-1 1 L PICTURE P5040 41-011 V mg g A a :.. `0 TRANSOMAR41 4-0 5.5 M L - - - - - - - - - - - - m-,I'v 7 1 0\ L - - - - - - - - - - - - - N CASEMENT CK4 21-4 gi 41-O'l rob T2 rob PAGE: P CASEMENT 2'- " 6.0 V-4 E=IF IF „ \\ 5.7 CASEMENT cx 'A V-4II _1.8 T5_4"'S FROFCSEr�) AT71(f.. PLAN -50"I'ma4"�7" t�T\\\\R SPECIAL AFFV49�006 SCALE: 1/4" P-O" CJ CUSTOM 5 UNEQUAL LEG DATE: 01/19/24 8 OF a 0111 19 ARCH 'A A'k lown CUSTOM T ARCH V CUSTOM q UNEQUAL LE ARCH lbs v CASEMENT i"", 'L -4 10.5 11.2 10.5 Y_ WINDOWS 'S", "T" 4 "U" ARCH HAVE 6' RADII 'i Q 0 w w J � O Q M N O rn cfl 0 N O 0 � � z r 4 >, X -"4N N O 4- Lo 1 Q 0.. ,. •:t F.F. LJJ 1 4- 777 LiLLLL $ B •$ 4 Y -i•5,.1��f�tf Y . y �r• ' U .. ,f•t .. tY' B B , A T \t' T A O •'i' O D D O O ;:•.:: O O 4 '•ti y. Li L FD s F.F.• .. F.�.: :�': EAST ELEVAT 1 ON (FRONT) 50ALE: 1/4" = 1'-0" ELEVATION NOTES - OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 4 - 2. H.O. TO VERIFY FINAL COLOR S MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 5HINOI-ES H z TYPICAL SIDING: 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 W ® MAIBEG CEDAR SHAKE I IA 2B 5TUGG0; PAINTED WHITE „ w ''yt O3 NEW CLOSED BLUESTONE P. GONG. STAIR 8 PATIO ;, :•4; PROJECT: •• ".,.::, ;:t tom:,:."; �;? NEW DRYER VENT ••• e. ' '•;.�;'t::`•.:;:�.`...a"=^ ..> LAUREL AVENUE SEE NOTE ® PLAN or NEW BATHROOM EXHAUST FAN VENT: •'t'�'? v 5A VENT THROUGH WALL AS SHOWN. —_— SLE ALSO NOTE ® PLAN. NEW BATHROOM EXHAUST FAN VENT: 5B LOCATE VENT WITHIN ROOF SOFFIT. !i GT :j`'•' s• :; SEE ALSO NOTE ® PLAN. `f ' r y' 1475 LAUREL AV E N U E NEW A/C CONDENSER ON CONC:. PAD OR OTHER ;• " .. �,. SOUTHOLD, N.Y. 11971 O APPROVED GROUND SURFACE (SEE FLOOR PLAN NOTES) <:t' . •-.:'`*;;, NEW MECHANICAL UNIT DIRECT VENT: ''; t.'';•"• '.`� '•• •. I'•• '•:• •`!�•'`' DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. y�;';p'':',„ '�` 'z..-.��,. .':; •.:..x� SPEC.'S IN FULL CONFORMANCE w/`DENTING .:;';:`�-ti`.•,,�,,�•! : ;' .jN;-,;'i.;~ •:Y `.��:•.:..•.,�-. '.••{• — . PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG 804. r::•..••• ": 3.; :`.'• •,:.::'i. SEE ALSO NOTE ® FLOOR PLANS. LLIJ 3 , " '.'• :i.-:.' `• "''`r':•.';.i.'•:r. i.: :•:; 5$ NEW MECHANICAL UNIT FRESH AIR INTAKE: :r-'t :! �•.••..y, : INSTALL AS PER MANU. SPEC.'S +; :•:+;,:..,; ":� IL NEW 4" SEAMLESS GUTTERS 4 DOWNSPOUTS; '' • " •' O ALUMINUM WHITE .. .,•#., ! :'..' 1 PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITH ''',:; '~'y*' : ~ :'y:: "•r. ' •'' •`'�. AD A TOWN CODE REQUIREMENTS PURSUANT TO "�::';'.? ,`;: ; ! •' t ; f.%S. ,'.ti" : SOUTHOLD TOWN CODE CHAPTER 172 LIGHTING, ; • ■ OUTDOOR, CURRENTLY OR AS MAY BE AMENDED .:�,f , ;'� :{,: •:::,.4,;.t,• :, i. DATE: 01/19/24 9 OF 19 O 01111111 3 — 6 Li 0 �t + V .s`�la�• NORTH ELEVATION (R I O HT SIDE) 5GALE: 1/4" = P-O" i I IA Q Q w W M 04 Q Lo •� N O O C Ill') Z 4 O U 0 4- Nl rF-77 - - - � � Lo Q (1: O LL t L(D LQ O p n' O O O -� V e® A lw= LLLf L .•'' 4 5B `• Hill 11 1 . . t ■�a - M 11 IN _ MIN i ♦♦^^ ,=jjI IL V I---L -L pi . N J N ; -ry p' Lt• LLL[j O 11 -LL Lel D O a.. •'Y'' .. r, , t ' F.F. F.F. .. .F � I III �II r I III III II O II L = J NEST ELEVATION (REAR) T 5GALE: 1/4" = 1'-0" . ELEVATION NOl"ES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR $ MATERIAL SELECTION BEFORE INSTALLATION kf IA ASPHALT COMPOSITION 5HIN51-E5 H TYP ZICAL 51DIN5:O I IA 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM 2 CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL 5ELE07I0N 0 BEFORE INSTALLATION U j ® MAIBEG CEDAR SHAKE w Q STUCCO; PAINTED WHITE 0 3 NEW CLOSED BLUESTONE P. GONG. STAIR 8 PATID PROJECT: 4 NEW DRYER VENT: :,• ,., LAUREL AVENUE O SEE NOTE ® PLAN : '� NEW BATHROOM EXHAUST FAN VENT: ;.•:, >:. •h LOT 65A VENT THROUGH WALL AS SHOWN. t• SEE AL50 NOTE ® PLAN. :r''S>:... ''Y ..•': l NEW BATHROOM EXHAUST FAN VENT: 5B LOCATE VENT WITHIN ROOF SOFFIT. v':.,,�. '•:i:% +A: .?•. 4 ' •• _`• .� ':• <'SEE ALSO NOTE ® PLAN. 1475 LAUREL AVENUE"•` •' :•' '�: �' NEW A/G CONDENSER ON GONC:. PAD OR OTHER °.�• ::=Tr.z;::;' - ;.`:.r: %+tY SOUTHOLD, N.Y. 11971 APPROVED &ROUND SURFACE (SEE FLOOR •+.: '' 6 PLAN NOTES) - . r .....••;i:,.:.•.,�,i: :�•�• ':..' NEW MECHANICAL UNIT DIRECT VENT: I - DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE w PROPOSED EXTERIOR ELEVATIONS /VENTING '^• ' " CLEARANCES REQUIRED PER NYS MC 504. '•' SEE AL50 NOTE ® FLOOR PLANS. t•";;', ONEW MECHANICAL UNIT FRESH AIR INTAKE: •Y::,r; INSTALL AS PER MANU. SPEC.'S O AL MIN M,SEAMLESSH GUTTERS DOWNSPOUTS; ■ ❑ ■ ❑ ■ ■ . ■ ; =TE PAGE: LEI ,.. ALL EXTERIOR LIGHTING SHALL COMPLY WITH �••^•'` � ■ ■ ■ ■ ■ ■ ■ ••'y Y••y• TOWN CODE REQUIREMENTS PURSUANT TO O V ; �_.:.• m A"%, AM& AM& 0016 50UTHOLD TOWN CODE GHAPTI=R 172 LIGHTING, li /� »•" 142 OUTDOOR, CURRENTLY OR AS IMAY BE LILO O �� O •" AMENDEDLL-1 LLJ iiL,L'LL1, L Ll 1:1 El ❑ 11:11:10 • i�+Y' ,• 21' ��;;�" DATE: 01/19/24 10 OF 19 ■ ■ ■ Ll El El ElMIN. h co' p r ;. J SOUTH ELF-VAT 10N LEFT SIDE) 2-7 50ALE: 1/4" = 1'-0" BUILDING 5EGTI0N NOTES ONEW ROOFING NOTE (TYP.): I. INSTALL NEW ASPHALT 5HIN6LE5. 2.INSTALL ICE AND WATER SHIELD FROM FA501A Uc' TO Q 24" FROM IN51ME FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER W W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HINOLE OVER RIDGE 4! HIPS (A5 REO'D) J b.PROVIDE RIDGE VENT (AS REO'D) M N 7. FLASH ALL VALLEYS Q +' L{) 6.INSTALL DRIP EDGE AS REO D q. INSTALL ALL AS PER MANU. SPEC.'s r" O O2 TYPICAL ROOF 4 CEILING CON5TRU07I0N: O 'a —O NEW ROOFING AS NOTED O C � Z 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD n T- 4 SEAMS) R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER c O U N ' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N) PROVIDE R-28 SPRAY FOAMINSULATION W/ R-21 BATT p O m co 6 INSULATION C NO O PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q NEW EXTERIOR WALL CONSTRUCTION (TYP.): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 1/2 GDX PLYWD. 5HEATHIN6 (BLOCKING ® ALL PLYWD SEAMS) UPON 2"xb" 5TUD5 ® 16" O.G. w/ DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM' INSULATION (R=7/INCH) W/ R-II BATT INSULATION 5/6" THK. 6YPSUM BD. WALL FINISH NEW SIDING NOTE (TYP): O I. INSTALL NEW 51DIN6 PER H.O SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL 5.INSTALL ALL AS PER MANU. :SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ■ INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR CONSTRUCTION: UJ 5 I. FIN15H FLOORING TO SELECT ■ 2. 5/4" T46 GDX PLYWD. SUBFLOOR GLUED 4 SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR B FOUNDATION,AND BETWEEN 5ARAOE d 2ND FLOOR) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS ■ren V/ PROP05ED RIDGE _HEIGH_T___-----_—_—_—_—_—_—_—_—_—_—_— LEV. +54.0' \\ 12 \\ I \\ 17 \\ 2 \\ 12 \\ ATTIC ATTIC \\ 17 \\ 12 \\ 41OF \\ �� ---- ATTIC \\\\ /j BEDROOM 4 UNFINISHED SPACE \\\ z PROPOSED SECOND FINISHED FLOOR ELEV. +12.6' \ 0 U 3 � i W tY 4 Q O ° o PROJECT: LAURELAVENUE PE ELEV. + 3 FIRST FINISHED LOOS LOT 6 ` LIVING ROOM BEDROOM 2 KITCHEN FOYERMOM 5 1475 LAUREL AVENUE BASELINE (AVERAGE GRADE) ELEV. +O.O' SOUTHOLD, N.Y. 11971 3 DRAWING TITLE: A-401 BUILDING SECTIONS a BASEMENT FINISHED FLOO BASEMENT BASEMENT R. ' ', ELEV. -a.o ------------ _ f PAGE: 0 10 SECTION I -I/A-•301 SECTION 2-2/A-501 SCALE: I/4" = I'-O'' A-d 50ALE: 1/4" = I'-O" DATE: 01/19/24 11 OF 19 F. • W,.n,.,. .ram . l . BUILDING SECTION NOTES ONEW ROOFING NOTE (Tl'P.)_ I. INSTALL NEW ASPHALT 5HINIGLES. d 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT (U.O.N.) OVER 1 W 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP SHINGLE OVER RIDGE d HIPS (AS REG'D) 12 J (u 6.PROVIDE RIDGE VENT (AS REaV) 1. FLASH ALL VALLEYS N &.INSTALL DRIP EDGE AS REOV 2 10 � 9. INSTALL ALL AS PER MANU. 5PEG.'s 0 O O2CT TYPICAL ROOF 4 GEILING CONSTRUCTION: NEW ROOFING AS NOTED & 'C CV 1: O I/2" GDX PLYWD 5HEATHINE3 (BLOCKING ® ALL PLYWD O Lo Z SEAMS) 0- 6 R.R., G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER / s �' O U N &' INSTALL "X" BRIDGING ® CENTER OF SPAN, U.O.N.) // 0 0 O PROVIDE R-2& SPRAY FOAM INSULATION W/R-21 BATT // O O INSULATION ® N 4— Lo PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q O m 0 NEW EXTERIOR WALL CON JRUCTION (TYP.): 3 O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON _ 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD O SEAMS) UPON 2"xb" STUDS ® 16" O.G. H/DBL. TOP PLATE 4 PROVIDE R-14 SPRAY FOAM INSULATION (R="1/INCH) W/ R-II BATT INSULATION =N 5/&" THK. GYPSUM BD. WALL_ FINISH NEW SIDING NOTE (TYPJ: O I. INSTALL NEW SIDING PER H.O SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s l[=—Ajj 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. 51DIN6 SHALL EXTEND TO TOP OF FOUNDATION NALL ■ TYPICAL FLOOR CONSTRUCTION: MASTER BEDROOM O I. FINISH FLOORING TO SELECT 2. 514" T$5 GDX PLYWD. 5U13FLOOR GLUED d SCREWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL ■®.� 'X' BRACE ® MID5PAN .�. 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 4 FOUNDATION, AND BETWEEN &ARA6E d 2ND FLOOR) 5. 2" THK. SPRAY FOAM AT Bl_D6. PERIMETER RIM JOI5T5 3 0) BASEMENT SEOT I ON I -I/A-502 SCALE: 1/4" = 1'-0" CONNECTION 'A' A5 PER PACE 6-005 NEW RIDGE 12 \\ 17 PROPOSED RIDGE HEIGHT 12 12 12 10 CONNECTION SI' A5 IT 10 PER PAGE 6-005 // Z uj NEW R.R. TO G.J. ATTIC 0 Hid a 0 PROJECT: .. LAUREL AVENUE PROPOSED SECOND FINISHED FLOOR / WALK-IN L®� ELEV. +12.6' CLOSET BATHROOM 3 ATTIC PROPOSED SECOND FINISHED FLOOR 1475 LAUREL AVENUE SOUTHOLD, N.Y. 11971 DRAWING TITLE: o BUILDING SECTIONS � o PROPOSED FIRST FINISHED FLOOR` ELEV. +1.3' PROPOSED FIRST FINISHED FLOOR PAGE: DEN .�- ELEV. +1.3' BASELINE (AVERAGE GRADE) —_ GARAGE ELEV. +O.O' g BASELINE (AVERAGE GRADE) e 30 OO i ELEV. +O.O' ■ Q DATE: 01/19/24 12 OF 19 o BASEMENT FINISHED FLOOD: BASEMENTF 'f ELEV. -Q.O' ------ BASEMENT ' :.A rz.. 6 l.d SECTION 2-2/A-502 SCALE: I/4" = I'-O" SECTION 5-3/A-502 SCALE: 1/4" PROVIDE STRAPPING 6 NAILING AS PER CONNECTIONS 'D' d 'E' IN "TYPICAL NAILING/5TRAPPIN6 REQUIREMENTS FOR UPLIFT, SHEAR, $ LATERAL RESISTANCE" AD IF, E -o03 ® EA. JOIST/ HEADER AS ON PAG 6 SPECIFIED ON SECURE HANDRAIL TO W STUD (AS APPLICABLE) ALL ON AT LEAST ONE PROVIDE INSULATION PLAN°i SIDE OF STAIR IN ACCORDANCE w/MANU. SPEG.'s; AND NOT PROJECTING MORE THAN 4V2" INTO PITCHED METAL STAIRWAY BETWEEN CAVITIES;SEE HANDRAIL GRIP SIZES ADJACENT P JOIST HANGER BY PER ENERGY TABLE 'SIMPSON' OR EQUAL (MEN APPLICABLE) FLOOR SYSTEM AS - - - - - - - FIRST FINISHED FLOOR NOTED ON PLAN Il'2" MIN. SPACE BETWEEN \W =Z l ALL AND HANDRAIL \ r-Z 5/4" PINE RISER \ gr4° PINE TREAD STANDARDS FOR ORIPPABLE HAND RAIL G II loll SCALE: NT5 •� .� �4 O III z HANDRAIL GROSS SECTION °. 11 MIN. d) II I" ROUNDED NOSING w/Y4" RADIUS `fl w CLEARANCE CIRCULAR NON—C O' IRCULAR 11' :• (NOT INCLUDED IN I I TREAD DIMENSION) �a II „ 4°-&Y4" #6 HOOKED VERT. MIN. PERI- 2Y4" REBAR ® 2b" o.c. . METER MAX. .•�I XQ to 6N �i:.•. V LuPROOFN6 To EIXTERIOR II. m li. (3) 2"x12" STRINGERS ® w/R-21 � II INSULATION, IF UNDERSIDE IS FACING P. GONG. FOUND. WALL l� 5TORAGE/NON-HABITAL SPACE NEW WHITE DUROLA5T EPDM ROOF . / (MIN. 4,000 PSI) \ / / LAPP N6 OF SEAMS, AND 5 ALINGI OF II EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY �•' 11', ' STORAGE UNDER Y�" GYP. BD. SPEC.'5. PITCH TO CUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. # : II 4 HOR. CONT. REBAR ® j1 (WHEN APPL I GALBE) PERIMETER OF ROOF INSULATION TOP, MIDDLE THIRDS, 4 : 11 ' BOTTOM OF WALL (4 TOTAL) WRAPPED IN VAPOR BARRIER !a• tj 'a \ NEW J" THK. PLYWOOD P. GONG. COW. FTC. II ROOF DECKING (MIN. 4,000 P51) II NEW I" THK. RI61D INSULATION .4 ADHERED TO DECKIN6 4" P. GONG. SLAB II ' 6ALV. , II DRIP-STOP 6"xb"-IOxIO W.W.M. BETWEEN TREATED 2"xl2" SILL FOR CONTACT CENTER s UPPER � OF SLAB EDGE w/GONG. (IF APPLICABLE) SECURED IN PLACE DURING POUR ..• •II• •• 11 BASEMENT ------------- b MIL POLY a .•' ' '•• . MOISTURE RETARDER a NEW " THK. 6YP. BD. I 14" GRAVEL BASE _ •• � 4.• PROVIDE INSULATION BETWEEN CAVITIES (3) #5 HOR. CONT. REBAR a PER ENERGY TABLE (WHEN APPLICABLE) PROV. GLEAN I STAIR DETAIL ROOF RAFTERS A5 NOTED ON PLAN COMPACT FILL NT�R I OR WC�OD -401.00 2 FLAT ROOF DETA I L SCALE: 5/4" = I'-o" A-401.00 FOUNDATION WALL DE 2'-0" LAP SCALE: I" = i'-O" JA-401.00 (TYP) I I i1 TYP. ROOFING (SEE -___--- ------ SECTION NOTES) / ——————- --- ---�-- Q� II II II TYP. ROOF CONSTRUCTION I I(SEE SECTION NOTES) g NOTE:REBAR (TYP) Q i I iI I. IF FINISH MASONRY USED (5UCH AS / J I BLUESTONE) - MASON TO ADJUST RAFTER TIE SIMPSON' TIE #5 BENT O I i I H6HT OF LANDING AS REGQ'D To REBAR (TYP) . ACCOUNT FOR FINISH MA50WY / N I 2. ALL HORZ.5URFACE5 SHALL BE PITCHED ® 1:45 AWAY FROM BUILDING 1 I I I S. FOR SLABS ABUTTING FRAMING, N5TALL COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING G.J. AS PER PLAN I IN ASPHALTIC MASTIC I I 4" P.GONG.SLAB STAIR DRAINAGE CALCULATIONS: I„ w/bxb IO/IO WWM STAIR WIDTH = 4'-0" UPON(TYP) FILL COMPACTED SG I A BOARD BEAM AS PER PLAN PROPOSED NEW AREA= 60 S.F. r b0 ScL. Ft. X ar= b.5 GRADE CORNER CONNECTION REBAR BENT TO a.5/3.1= 2.1 VERT. FT. OF 2' DIA RING REG SLAB AS SHOWN •! _�- _-_=_�_�-a_=-_� PROVIDE (I) 2' VIA. X 3'-O" DEEP "51MPSON" P064 STORM y? PRE-FAB. RAILING w/REQUIREMENTS WATER LEAGHINC SYSTEM \ \ \ z AS PER PLAN. RAIL SHALL HAVE NEW " VANIZ N" LU JOIST i'• //\//\//\// CAPACITY TO RESIST 200 LBS OF (FOR 3 PLY BM) � \\\\\/\\/\\ _ "SIMPSON" BG52-2/4 GALVANIZED JOIST •� HANGER ".'•i \/\/ N LATERAL LOAD. MATERIALS SHALL BE ONE OF THE FOLLOWING: HOT. i�' . FOR 2 PLY BM) LAP '•�� ,s s\ -6 DIPPED 6ALV.,EPDXY PAINTED STL., 2-O" #5 REBAR (TYP) (I) #4 REBAR ® EA. �. ,� • °•/// 'ti //// ///\////// EPDXY PAINTED WROUGFfT IRON. (TYP) STEP;3 GVR ® ENDS �% # �. ATTACHMENT AS � BE \\/\\/\\/\\/ PER RAIL MANU. TO I _____ \ \ \/\/ \/ / /\/ kIo" °// //\/\ \j�\/�\/\\/\\/\\// NO P I—MIN. P. GONG. SHALL Ij LANDING ,'. / A \� \ \ z BE 4p00 P51 (MIN) - I X /\/\/ / FILL P.T. POST AS I I I I I 4' P.GONG. SLAB w/ 2 x4 �! , i REBAR ® 10"/\/\/ /\/\/\/ z Q CONT. ® TOP ------ i b"xb"-Io/I0 NAM. i ....iii /\/\ \O.C. (MIN. 3) �/\// // // // // // � IL PER PLAN ————-==h———IL-——11——————— UPON COMPACTED FILL KEYWAY .;.:' .: . a � % \\/\\/\\� \X \� \� \ �\\�\\j\\ #5 REBAR ® 36 O.G. I I I II 4"DRAIN CONNECTED i / / / \\/\\/\\/\\/\\/\\ II TO EXIST.MAIN LINE '✓�G�, !� \//\//\//\//\//\//\ GRADE OL v / / / / THK. P. •�, ', \ \\%II II li #5 BENT T a- •- ---- yI \\\\\/\\ ALL P. GONG. / / / I // // O I I i I REBAR (TYP) I / �'�Q/\\/\\/\\/\\/\\/\\/ SHALL BE \\\\ \\ GONG. WALL ) tb \\ \\ #4 REBAR CONT.aa 10" o.G. (MIN. 3 ,:11 // //`�,� // // // / / / / / /\/ III /\ \ N I I I ) it: \ \\j /�\j\\j\\j\\j\\j\\j\\j 4p00 PSI (MIN) /\\\/\\\// #5 BENT REBAR I�11 SIMPSON" (I) #4 REBAR GONT. P / / / / / / / / / / / / ® 36" O.G. .. i1 I I° Q_V�\\\\\ POST BASE PER I I I I \ \/\/\/\/\/\/\/\/ //\//\//\// ill POST SIZE 91 \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (I) #4 REBAR 11 I I I #5 BENT REBAR ® 12" O.G. 11•' \\ \ \ \\//\ \ \ \ \\ \\ \\ \\ \\ \//\\//\\//\\// CONT. ® BOTTOM i I I b" THK. P. GONG. WALL " I I \/////�//�//\//\//\//\//\//\//\//\//\//\//\//\//\// Q Ib" WIDE x 12" DEEP 1l If • \\\\\\ \\/\\/ \\/\\/\\/\\/\\/\\/\\/\\/ P. GONG. FTC. r I I I I \ \//\ \ I (U #4 REBAR GONT. II° � . \//\\//\\//\\//\\//\\//\\//\\/\\/\\/\\/\\/\\/\\/\\/\\ ;,. ' �' '• \\, \ \ \// J1' Ib" WIDE x 12" DEEP \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ ' STONE PATIO AS PER PLAN //\ \ \ \ (3) #5 HOR. P. GONG. FTC.—REBAR '' °•. •' 'T' -CONNECTION II \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ 4 COVERED PORCH DETAIL (2) #5 HOR. REBAR A-401.00 SCALE: 3/4" = I'—O" 14 C EXTERIOR OR MASONRY- STAIR DETAIL REBAR OVERLAP DETAIL -7 EXTERIOR MASONRY D A-401.00 A-401.00 A-401.00 SCALE: 5/4" = i'—O" SCALE: 5/41, --- - -- ---- PROVIDE BEAM SPLICE CENTERED ABOVE COL. WHEN NOTED ON PLANS fl 8 11 Q d- (4) 3/8" H.D.G. LAG C0 BOLTS (PREDRILLED) W 7 , W FLOOR SYSTEM AS / \ NOTED ON PLAN Cy) NEW 5TL. GAP FL. 'A', 'B', Q :t= LO FLOOR WOOD BEAM C O) O OR 'C' (PER BEAM G01`1CAP AS NOTED ON PLAN - p / WELDED TO COL.;SEE GAP Nt /_ — — — — PL. DETAILS o A Cp NEW 5-1/2" O.D. SCH 40 N }- 0 THK. PL. NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. p �4 1' 5/8" THK. H.D. WELDED TO COL.;SEE (ASTM AI25) AS PER a c- z 4 OALV. PL. BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 BOLTING STEEL (OR EQUAL) c Q L) N PROVIDE GOLD JOINT NEW 4 P. -C O CO .��+ LO GAP PLATE 'A�� AT GONG. SEAMS (TYP) Q 0 O O GONG. SLAB FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBERit Q. J ,a a , 4" &RAVEL BASE NEW (2) #5 }FOR, PROVIDE BEAM SPLICE 8 II REBAR UPON (2) #5 CENTERED ABOVE LuL�*jj� (4) 3/8" H.D.G. LAG NEW 18"xl8"xl2" HOR. REBAR (4 TOTAL) WHEN NOTED ON PL BOLTS (PREDRILLED) DEEP P. GONG. PAD — — — - — — — — — — — — FT6. (MIN. 4,000 PSI) 6105I ASTED FILL PERMAGAST COLUMN AS PER PLANS; INSTALL AS �\� ■_- PER MANU. SPECIFICATIONS 5/8" THK. PL. 1�4" y4," 3/8" THK. H.D. � GALV. PL. 4 STEEL GOL_UMN t$ FOOT I NO DETAIL ._.., GAP PLATE 'B' A-402.0 POST BASE PER MANU.SPECIFICATIONS SCALE: 5/4" FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE U. FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL FLOOR r 4" GONG. SLAB FINISHED GRADE PROVIDE BEAM SPLICE II a / CENTERED ABOVE COL. 8 WHEN NOTED ON PLANS (4) 3/8" H.D.G. LAG • /\�/�//\� — — — — — V. BOLTS (PREDRILLED) \ \ _ _ NOTED ON PACKFILL FLOOR LANAS ' GRADE a \�/ V COMPACTED EVERY 6 NEW ST " — — — — — O / \ I i i — — L. GAP PL. 'A', 'B', OR 'G' (PER BEAM GONFI6.) \ FLOOR WOOD BEAM — _ _ WELDED TO COL.;SEE GAP AS NOTED ON PLAN EXTEND FOUND. WALL d FT6. AT 1 n I I — — — — — COL. PER FOUND. PLAN;PROVIDE — — — — — — PL. DETAILS ADDITIONAL (2) #5 VERT. REBAR \�� / O NEW SASE PLATE 'A' HOT DIP 6 TL ALV. 5 . COL. z \ \ IN GONG. WALL BENEATH COLUMN O WELDED TO COL.;SEE (A5TM AI25) AS PER — — — — ° \/�/\ 8 (I) #5 HOR. REBAR IN 44" MAX. SILL BASE FL. DETAILS FOR FOUND. PLAN BY SIM5 - \ y\ \ ENLARGED FT6. — — — HEIGHT AS - \// 5/,5" THK. PL. „ BOLTING STEEL (OR EQUAL) PER CODE � 3/8" THK. H.D. PROVIDE GOLD JOINT NEW 4 P. A R310.2.1 �. GALV. PL. T GONG. SEAMS (TYP) GONG. SLAB - i °a I EXTERIOR MA50NRY DECK GAP PLATE 'G' OUND. WALL d FT6. AS PER i I .•.I I :p , - 8 DETAIL X/A-XXX a a FOR CONNECTION OF STL. COL. TO (5) 1-5/4" WIDE LVL •° BASEMENT m -- LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMEN5IONAL LUMBER OR 5.25" WIDE P5L, AS W " W WELL AS (2) 1-5/4IDE FLOOR LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 4" &RAVEL BASE ° NEW (5) #5 HOR. f •a " a REBAR UPON (5) #5 L] NEW 24"x24"xI2" HOR. REBA42 ((o TOTAL) DEEP P. CONG. PAD FT6. (MIN. 4,000 PSI) COMPACTED FILL w O RESS Jul I NDON V4ELL DETAIL rf FERMAC-AST COLUMN DETAIL STEEL COLUMN CAP BASE PLATE DETAILS 2 LS -402.0 SCALE: NTS A-402.0 A-402.0 U SCALE: 3/4" = I'-O" SCALE: 5" = 1'-0 " w a STEEL COLUMN 4 FOOT1 NO DETAIL PROJECT: 8" TH I GIG RE I NFORGED CONCRETE STEEL SCALE: 3/4 TR FEI RINGS ALB " LAUREL AVENUE O RA�SS SHOULDER A�REA� (T`I'P.) 24 D I AMMETER CAST IRON LOT 6 OR DEE I NED SUREACE CO\/ER INLET ORATE il FRAME I 1475 LAUREL AVENUE FLOOR SYSTEM as SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW STL. GAP 'a', FLOOR WOOD BEAM DRAWING TITLE: OR 'G' (PER BEAM CONFIO).) — .. WELDED TO COL.;SEE GAP AS NOTED ON PLAN PL. DETAILS DESIGN DETAILS — I ) � II ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NEW S-I/2" o.D. 5GH4o _u —s NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. Z ( ❑ ❑ ❑ ❑ ❑ ❑ El ❑ ❑ ❑ ❑ WELDED TO COL.;SEE (A5TM AI25) AS PER BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ i I I— BOLTING STEEL (OR EQUAL) — I PROVIDE C— ( I I OLD JOINT NEW 4 P.AT GONG. SEAMS (TYP) CONC. SLAB PAGE: III- Am -- I I I I I � n �' • n it.. •..;IA-40200 ' II I I i 4" &RAVEL BASE " . ::• N PREGA�ST GONG. .�_° ^� _` COMPACTED FILL DATE: 01/19/24 14 OF 19 NEW 50"x50"xI8" .I GROUND . .. . LEACH I NO R I NO. SEE I DEEP P. GONG. PAD " NEW(4) #5 HOR. TER CALCULATIONS ON PTO. (MIN. 4,000 PSI) REBAR UPON (4) #5 HOR. REBAR (5 TOTAL) SITE PLAN FOR REQ'D CTI\/E DEPTH { q 2'-O" DIAMETER EFFE ' M I N. PER SITE PLAN 2 -O II ✓,.� r, MIN. GLEAN SANDo�A ORAL\/EL FILL - DRYV4ELL DETAIL __ .e A-402.0Lfy SCALE: I/2" = I'-O" �, STEEL COLUMN i$ FOOT I NO DETAIL A-402.0 SCALE: 5/4" = I'-O" NEH TIAL HEI5HT _ EXISTING TO BE DEMOLISHED �7�77 WOOD FRRAME (L.G 5TL. EXISTING TO REMAIN HHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w STL. WHEN APPLICABLE) W J � NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS m WHEN APPL I GABLE) (MIN. (2) 2"xb" STRUCTURAL � � O POST FOR b" WALLS), U.O.N. O WOOD FRAME(RATED L.G. STL. �p WHEN APPLICABLE) bC O � Z ' 0- `- 10 �, WE O U N POST $ COLUMN DESIGNATIONS: STRUCTURAL PLAN NC)TE5 (� O O +, POSTS 3 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 6'-0.. LO 51NOLE SPAN STRUCTURAL MEMBER: A5 FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY - - - - - - 4B O SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED - - - - - - - - - - - Q O O 57RUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 8 STANDARD 777. - ACROSS MULTIPLE SPANS. PROVIDE EiPLICE5 DIRECTLY FRAMING REQUIREMENTS. I )' ABOVE INDICATED POSTS/BEAM5. 1 : OSTACKED P05T/COLUMN: LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH ® AI (I) 2"x4 POST BI (I) 2xb" POST I POST OR COLUMN ON FLOOR BELOW/ABOVE. 3 INTERIOR LOAD BEARING WALL (ABOVE): ®---a (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST g3 (5) 2"xb" POST I I I I HOLDOWN (15T TO 2ND FLOOR): I NEW II.B"I5" 360 WI F.J. HOLDOWN 'A' AS PER PAGE 0-003 A4 (4) 2"x4" POST B4 (4) 2"xb" P05T 1I I I i HOEDOWN (FOUNDATION TO IST FLOOR): I I :•, I ®• 4B HOLDOWN 'B' A5 PER PAGE G-003 A5 ®'- m (5) 2 x4 P05T BS (5) 2 xb' P05T NEW REINFORCED P. GONG. SLAB 5B 1. NEW 4" THK. P. GONG. SLAB w/6"x6"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5-1/2" O.D. SGH 40 5-I/2" O.D. SGH 40 iuj3. 4" (MIN) GRAVEL BASE p-� STL. COL. (ASTM 0--FE] 5TL. COL (ASTM AI23) BY SIMS AI23) BY SIMS PAD FOOTING STEEL (OR E0.) STEEL (OR EO) 4'-O"- ■ 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. I STRUCTURAL PERMAGAST COLUMN 68,000 LBS): iP STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 6,000 LBS LOAD BEARING CAPACITY. 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I I ( I � ■♦/) COLUMN, AS PER MANUFACTURER SPE,'-IFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMAGAST COLUMN FOOTING (FAD FTC.) r _ ____ _ ____ _ __ _J 7g 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION m- PERMAGAST COLUMN UPON t2'� P. GONG. 50NOTUBE `� UPON 24"x24"xl2" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR O DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ''' '• ENCOUNTERED. ,.�• I I I z 24'xl2" DEEP P. GONG. CONTINUOUS FOOTINGGo SG 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I I NEW 11.515" 560 WI F.J. AS PER DETAILS 8/A-401 $ a/A-401 (TYP) I 7g ® I6" O.G. F TOP OF FOUND. WALL MAY BE STEPPED DOWN A5 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT I O REWD TO ACCOMMODATE GARAGE DOOR CLOSURE d 25 DAYS AND SHALL CONFORM TO THE CURRENT AV 515 CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED � j I " 13 I .• I I TYPICAL P. GONG. FOOTING HALL CONSTRUCTION: CARBON STEEL A5TMA615 GRADE bo. WWM FOR SLABS DO NOT 10 2"xb" P.T. BILL PLATE w/COPPER TERMITE SHIELD k NEED TO BE EPDXY COATED. p m` SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ANCHOR BOLTS AS PER PAGE 0-003 SHALL BE STAGGERED. I I I U3�D- P. GONG. FOUND. WALL AS PER DETAILS 9/A-401 BASEMENT, DETAIL 8/A-401 ® GRA,WLSPAGE, +4 DETAIL '7, PROVIDE MECHANICAL DEVICES TO HOLD STEEL 6 HARDWARE IN 8C "7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING b MAINTAIN REQUIRED CLEARANCES, P. GONG. FTC. AS PER DETAILS) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. 4B 4B IO ASPHALTIC MASTIC DAMP PROOFINOTOEXTERIOR _ _ _ _ B.O. FOOTING 3-0" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT � 9-2' OF SLAB WHEN CONCRETE. • 12 12 I/2 EXPANSION JOINT ® PERIMETER • APPLICABLE) AIR ENTRAIN P. CONC. FOP, PORCHES /PATIOS / I - - - - - - - - - - - - - - - - - - I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �) 11.8'!5" LVL DROPPED GIRDER L -J (2) II,B-i5" LVLDROPPEDGIRD -•- - •: STOOPS (WHEN APPLICABLE) MA50N TO ACCOUNT FOR FIN15H 570NE ON THIN SET GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE I �u FOR HEIGHT OF WALL SLAB (WHE:N APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF OII NEW ATTIC ACCESS - PULL DOWN! STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 2, SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 4.WEATHER5TR P ACCESS PEN N1G 4 PROVIDE R-49 INSULATION ABOVE w/kV. FR. (OR EQ.) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I t1 Q u L RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 I I I O Vtu 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I m I m O m O m O THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. 5. INSTALL AS PER MANU. 5PEC.'s I ;. IL 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. - REMOVE AS REOV. 12 BEAM POCKET (TYP.) I I z I ;� z zu! z 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. I BASEMENT I g 13 ® PORCHES / PATIOS: 1. SEE NOTED DETAILS '7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER ' 2. ALL HORZ. SURFACES SHALL BE PITCHED 01:48 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I m 8_�2 8,_�2 8-�2 8'�/2� 8-1�2" 8-ly2° O FROM BUILDING V 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ( I I I2 FLASHING FROM 12 ABOVE AND ADJACENT TO SLAB, 6B 6B r 6B 6B r bg BED ALL FLASHING IN ASPHALTIC 'MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ( I I - - �-Q- - - - - - I - 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE A5 PER AGI 506 I 3) II.B-IS" LVL DROPPED G ER " BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER (A5TM C494/C4ci4M,TYPES G AND E). 1 (3 11.8-f5 LVL DROPPED 61R�ER� I I (3) II.B?5" LVL DROPPEDIRDEF 12 4 TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I I I I I I I I I Q AREAS EXCEED ONE SQUARE INCH. O14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING �I N D FRAMING TO ROOF RAFTERS: I1. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I I I >. I �0 15 EXTEND TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I Q ( I PROJECT. PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 800 PSI. I -1 HEADER (BELOW) TO R.R (ABOVE). I I I I N I i j I -7 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I : I gC I w 3 3 I LAU R E L AV E N U E - - - - - I° -- - - - - - - - � i o 0 o O � LOT 6 - - I W �� w w �° w m ° ca SOIL BEARING CAPACITY NOTE: I - - - - - - - - - - - - - - - IY - - - - - J STRUCTURAL DESIGN OF FOOTINGS ASSUMES A 501E I r 12 X to Q p BEARING CAPACITY OF 1.0 TON/5.F. O I I I I I 1475 LAUREL AVENUE O Q L I SOUTHOLD, N.Y. 11971 W NEW 11.875 360 WI F.J. NEW II.a Irb 360 WI F.J. ® I6 O.C. = I I DRAWING TITLE: ® I6" O.G. I L - I •. -I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I° - - - - - ►- - - J PROPOSED STRUCTURAL PLAN r 4B - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 4B I I PAGE: '75 '75 1 I - - - - - - - - - - - � ,. - - - - - - - - - - - -� - - - - - - - - - - J I : - 1 p NEW UP r �-�`, •r �.° ,r..� - I . NEW 11.5-75" 560 WI F.J. � � 1. 10 Is 00 •. .• • • 16" O.G. ;. .;. :• , • > - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - J _.._.._ ._.._.._. \ r DATE: 01/19/24 15 OF 19 \ z I'-4" W AU GH 5" I2 EE B LO WALL AX. 8. 5" u- \ I (14) \ \ � - - - -•-� �- - - - - J I m� t�,�i=�56``r?{tea oA �'�'O�'OSEI7 FOU�lI7AT101� 5T�'UGTUi��4L i�l...Al�l �., _ .:,• ,,. SCALE: 1/4" - P-O" "'' � -{ a -I EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. WHEN APPLICABLE) EXISTING TO REMAIN Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCTURAL J m M N WOOD FRAME (L.G. 5TL. ® P05T FOR 4" WALLS Q WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED O CO WOOD FRAME (L.G. 5TL. - c r- WHEN APPLICABLE) N } O d X � N 5TRUGTURAL PLAN NOTE-:5 POST 4 COLUMN DESIGNATIONS: 0 O U POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O m +�� AS FOLLOWS. NOTE THAT THESE DF-51ONATIONS DO NOT IMPLY NEW 2"xb" G.T. a O +''J Lo OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, A5 SPECIFIED N 0 (6 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ® I6" O.G. Q O O ACROSS MULTIPLE SPAN5. PROVIDE 5PLICES DIRECTLY FRAMIN6 REQUIREMENTS. I r ABOVE INDICATED P05T5/13EAM5. O5TACKED POST/COLUMN: ® AI (1) 2"x4" 1-05T 0 BI (1) 2"xb" POST d LOCATE INDICATED P05T OR COLUMN AE'.�OVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE : A2 (2) 2"x4" POST B2 (2) 2"xb" POST I j BEDROOM I : 3 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY in UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST B3 (3) 2"xb" P05T V r t HOLDOWN (15T TO 2ND FLOOR): 1 N HOLDOWN 'A' AS PER PAGE 6-003 A4 (4) 2"14" POST B4 (4) 2"xb" POST L OHOLDOWN (FOUNDATION TO IST FLOOR): HOLDOWN 'B' AS PER PAGE 6-005 A5 (5) 2"x4" P05T B5 4B NEW REINFORCED P. GONG. SLAB �) 2"xb" POST U 5B I. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/10 W.W.M. UPON 2. b MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SGH 40 5TL. O.D. SGH 40 uj 3. 4" (MIN) GRAVEL BASE p�a STL. COL. (ASTM 0.-� STL. COL (ASTM ?R AI23) BY SiMS AI23) BY SIMS PAD FOOTING STEEL (OR EG) STEEL (OR Ea) 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTIN& A5 PER DETAIL 2/A-401. 0 STRUCTURAL PERMACA5T COLUMN (i:5,000 L55): 1?' STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 6,000 LB5 LOAD BEARING CAPACITY. BEAM Issue`� ' " " I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT NEW 2 x6 G.J. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF (3) 14" LVL DRP. HDR. WRAP W/ Ix AZEK r ® 16" O.G. COLUMN, AS PER MANUFACTURER 5PEGIFIGATION5. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND - - - - - - - IFS DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMAGAST COLUMN FOOTING (PAD FTC. O ;. iB PERMAGAST COLUMN UPON 12"0 P. GONG. SONOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION UPON 24"x24"xl2" 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 CLOSET DETAIL b/A-401. 3 ENCOUNTERED. COVERED BATHROOM I v V 122 S.F. w i3 S.F. 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING C O C AS PER DETAILS 6/A-401 4 q/A-401 (TYf") 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. PORCH m 255 5.F. N TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT W O REWD TO ACCOMMODATE GARAGE DOOR OL05URE 4 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) z 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED > � TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: CARBON STEEL A5TMA615 GRADE 60. WWM FOR 5LAB5 DO NOT 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STAGGERED. P. GONG. FOUND. WALL A5 PER DETAILS q/A-401 ® BASEMENT, DETAIL 6/A-401 ® GRAWLSPAGE, 4 DETAIL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWA ., " "" _ _ _RE IN :.'r sv. "_ "I/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, - \ P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERA&ES, AND PLUMBNE55. I I ® (2) 11.8-15" LVL HEADER ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I W B.O. FOOTING 3'-0" BELOW GRADE MIN. 6. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT 1/2" EXPANSION JOINT 0 PERIMETER OF: SLAB (WHEN CONCRETE. APPLICABLE) 1 AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) BUTLER'S I L MA50N TO ACCOUNT FOR FINISH STONE: ON THIN SET G_ONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE PANTRY FOR W HEIGHT OF ALL 4 SLAB (WHEN APPLICABLE) KITCHEN I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF j W I b t 5•F• I 262 S.F. ONEW ATTIC, AGGE55 - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE > w I ; II I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. j ® p 2.SIZE TO FIT MECH. EQUIP. THRU OPENIN6 (MIN. 22"x30") p I I I 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. ,,< u u u_ Mi 4.WEATHERSTRIP AGGE55 OPENING 4 PROVIDE R-401 j NEW 1.6-15" 360 WI F.J. O O I 3 II I I INSULATION ABOVE w/ ND. FR. (OR EQ.) BAFFLE OR 3. ALL GOLD W O.G.EATHER PREPARATIONS AND CONCRETE POURING SHALL I ® I6" V I 0 0 CONFORM TO AGI 306. I 'p O � � GREAT ROOM RETAINER TO PREVENT INSULATION FROM ENTERING 0 m m 0 m 0 I I d) 0 DWELLING WHEN OPENED, AS PER NY5 FCC R402.2.4 671 S.F. x= I 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / w in N in in cV ry `fl (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE fp r- THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO TEMPERATURES WITHIN 10° F OF CONCRETE. p �j dJ ® - 11 1 z 5. INSTALL AS PER MANU. 5PEC.'s y ( 2 GAR GARAGE p AUNDR J 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. J 462 5'F• In iV GL. I z I z 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. REMOVE AS REQ D. p � 12 S.F. I I 1 12 BEAM POCKET (TYP) 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE TYPICAL OL05ED FOUNDATION z PERMITTED WHEN NECESSARY. w 13 ® PORCHE5 / PAT105: I. SEE NOTED DETAILS '!. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I j 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I I 0 FROM BUILDING i I NEW 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, 1 UP II i BED ALL FLASHING IN ASPHALTIC MA5'7I0 q. NON-CHLORIDE, NON-GORRO51VE ACCELERANT ADMIXTURES ARE I u I I 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 1 BE DOWELED w/ #5 ® 6" O.G. VERTICAL_ TO EA. OTHER (ASTM G4g4/G4g4M, TYPES G AND E). j _ 3 IL875" LVL DROPPED HEADER 4 TO MAIN FOUND. - - - w 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL 77 1 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. ( :w, 0 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 15 EXTENDED FRAMING TO ROOF RAFTl=RS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROJECT: PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR REACHED A COMPRESSIVE 5TREN6TH OF 600 PSI. I A I E"= -7 -7 HEADER (BELOW) TO R.R (ABOVE). li li BEDROOM 2 u• 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. °>:"•:-'�```;'. s -:_>,<�. '"�._;�. �^ •, � � I I I I 3 154 S.F. LAU R E L AVE IV U E O O m m 0 LOT 6 NEW 2"xl0" R.R. � m _ m � O ® 16" O.G. r � r ?-J ® - '• POWDER � ® FOYER 0 SOIL BEARING CAPACITY NOTE: ;k ROOM 222 S.F. BATHRO 2 64 5.F STRUCTURAL DE51ON OF FOOTINC75 ASSUMES A SOIL 2q S.F. 1475 LAUREL AVENUE BEARING CAPACITY OF 1.0 TON/5.F. 0 SOUTHOLD, N.Y. 11971 g 7 IF u::. D RAWING TITLE: -,, )NEW 11.6'IS" 560 WI F.J. PROPOSED STRUCTURAL PLAN DEN U w 222 S.F. (2) 11.6"75" FLUSH LVL HEADER _ � J -�N- - - - - - - - NEW UP TA 7A z COVERED _ PORCH 4!727 7A NEW 2"xl0" R.R. _ = in 250 5.F. z (2) 11.&-75" LVL DRP. HDR. WRAP W/ Ix AZEK (2) 11875" LVL bRP. HDR WRAP W/ Ix AZEK1.675" LVL DRP. HDR. WRAP W/ Ix AZEK PAGE: ofl ® E In C DATE: 01/19/24 16 OF 19 PROPOSED FIRST FLOOR STRUCTURAL FLAN r. 50ALE: 1/4" = 1'-0° < '; �� 0EI ` ERAL 5 I I " IE30L <E**4'r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. WHEN APPLICABLE) EXISTING TO REMAIN Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 5TL. WHEN APPL I GABLE) w NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL J (6 WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS Q � Lo WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUCTURAL 0) POST FOR b" WALL5), U.O.N. O NEW 2-HR FIRE RATED p r' WOOD FRAME (L.G. 5TL. WHEN APPLICABLE >, X -lC N POST $ COLUMN DESIGNATIONS: C STRUCTURAL PLAN NOTES P05TS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O O m � (.0 Lo AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY OSINGLE SPAN STRUCTURAL MEMBER:_ SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, C AS SPECIFIED N O m STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY BY OTHER CONSTRUCTION DOCUMENT NOTES b STANDARD ; ;;, ,� z Q O FRAMING REQUIREMENTS. ABOVE INDICATED PO5T5/BEAM5. OSTACKED P05T/COLUMN: ® AI (I) 2 x4 1-05T 0BI (I) 2 xb POST (- LOCATE INDICATED F05T OR COLUMN ABOVE/BENEATH 3" POST OR COLUMN ON FLOOR BELOW/ABOVE. is INTERIOR LOAD BEARING WALL (ABOVE : ®--� (2) 2"x4" POST B2 (2) 2"x6" PO5T AS INDICATED BY DASHED OUTLINE. AL16N STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST BB (5) 2"xb" 1-05T HOLDOWN (I5T TO 2ND FLOOR): 4 HOLDOWN 'A' AS PER PAGE 6-005 A4 (4) 2"x4" POST MR---74 (4) 2"xb" P05T 46 HOLDOWN (FOUNDATION TO I5T FLOOR) HOEDOWN 'B' AS PER PAGE 6-003 A5 (5) 2"x4" POST BB I '(5) 2 xb POST NEW REINFORCED P. GONG. SLAB I v SB I. NEW 4" THK. P. GONG. SLAB w/b"xb"-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 5. 4" (MIN.) &RAVEL BASE 0--El 5TL. COL. (A5TM �� 5TL. COL (ASTM uj AI25) BY 51M5 AI25) BY SIM5 PAD FOOTING STEEL (OR EQ.) STEEL (OR EQ.) I $. 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (E5,000 L55): POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 7A STRUCTURAL 50UARE PERMAGAST COLUMN w/MIN. b,000 LBS LOAD BEARING CAPACITY. BEAM 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I �O >... ■ PLACEMENT SHALL ENSURE CONCENTRIC I_OADIN6 OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND I i" COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXI5TIN& ADJACENT FOOTIN&5. PERMAGAST COLUMN FOOTING (PAD FTC. 7B PERMAGAST COLUMN UPON 12"(P P. GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION UPON 24"x24"A2" DEEP P. GONG. FOOTIN45 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. - - - - - - - - - - - - - - - - - � I I I 24'x12" DEEP P. ONG. CONTINUOUS FOOTING G AS PER DETAILS 8/A-401 d a/A-401 (rrf:'J 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. � I I TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT O REG DI TO NG ACCOMMODATE ENTRY ((VERIFY M. IN RA�DDOOR CLOSURE 8 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 518 CODE. DHE5. ALL REINFORCEMENT BARB SHALL BE DEFORMED EPDXY COATED TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT IO 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD E NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ANCHOR BOLTS AS PER PAGE 0-005 SHALL BE 5TA65ERED. P. GONG. FOUND. WALL AS PER DETAILS 9/A-401 BASEMENT, DETAIL 8/A-401 ® GRAWLSPAGE, d DETAIL 7, PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN '7/A-401 0 5LAB-ON-6RADE PLACE AT TIME OF POURING B MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAIL(S) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR B.O. FOOTING 5'-0" BELOW GRADE MIN. b. CEMENT SHALL CONFORM TO A57M 0-55 FOR STANDARD WE16HT 1/2" EXPAN510N JOINT 0 PERIMETER OP SLAB (WHEN CONCRETE. APPLICABLE) - - - - - - - - -Ij- - - - - - - L i- • AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - <`\�, Y\ y(n Y=j, STOOPS WHEN APPLICABLE) - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - MASON TO ACCOUNT FOR FINISH STONE: ON THIN SET GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE FOR HEIGHT OF WALL 6 SLAB (WHEN APPLICABLE) a.• .,,..., ,,:. ;. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF7 : . : , . 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. I - - - - - - - - - - - - - - 2.SIZE TO FIT MECH. EQUIP. THROPE NO, U.O.N.3 (MIN. 22"x50"9 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 3.DBE. FRAMING WHEN NEW OPENING, U.O 4.WEATHERSTRIP ACCESS OPENING E PROVIDE R-4Q 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL RETAINER TO INSULATION ABOVE w/ ND. FR. (OR EQ.) BAFFLE OR CONFORM TO AGI 506. DWELLING WHEN PREVENT ENED, AS PER NYS t=GG R4 21 2.4 I WALK-IN y (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN &ROUND / G 05ET WALK-IN BEDROOM 4 THERMAL ENVELOPE OF BUILDING). SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I 45 S.F. G OSET U 205 S.F. V TEMPERATURES WITHIN 10° F OF CONCRETE. I V U 5. INSTALL AS PER MANU. SPEC.s 43 S.F. I ;. 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. O O O I2 BEAM POCKET (TYP.) REMOVE A5 REQ'D• ® BEDROOM 5 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 0 z 247 S.F. 90 Z z TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. BATHROOM 4 I I I I w 13 ® PORCHES / PATIOS: I. SEE NOTED DETAILS T. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55° F OR HIGHER I I I 2 2. ALL HORZ. SURFACES SHALL BE PITCH(=D 0 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I I I 0 FROM BUILDING 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER b. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. V U O FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, dJ O BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE x= L 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 n BE DOWELED w/#5 0 5" O.G. VERTICAL TO EA. OTHER (A5TM G4cI4/G494M,TYPES G AND E). BATHROOM 5 X Q TO MAIN FOUND. - - - '- - - - 130 SP.. - - - - Z _ I Q 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL � 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. - - - - - - - - - - - - - - I 0 EXTENDED FRAMING TO ROOF RAFTI=R5: 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I I PROJECT: HEADER (BELOW) TOR.R (ABOVE). IB TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF bOO PSI. I 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. LAUREL AVENUE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - VENUE LOT 6 O II ATTIC/STORAGE �/\� SOIL BEARING CAPACITY NOTE: FAMILY ROOM UNFINISHED, / STRUCTURAL DESIGN OF FOOTINGS A55UME5 A SOIL I w ® 465 S.F. ® UNCONDITIONED SPACE I \ BEARING CAPACITY OF 1.0 TON/5.F. I s. zARUNDRY I/"T I I 1475 LAUREL AVENUE i oom bb S.F. I I SOUTHOLD, N.Y. 11971 I II DRAWING TITLE: PROPOSED STRUCTURAL PLAN II II (5) "T.5" LVL FLUSH HEADER - _ - _- - - _ - ;^u.. ;�. - - - - - - - - - - - - - - - - - - -1 - - - - - - - PAGE: NEW UP ': It, J z)-10 0 0 , 11 Ln o ■ \ \ d) Z >° - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� DATE: 01/19/24 17 OF 19 i�0i=OS 1� S GON1� LOOK STRUCTURAL PLAN ' 50ALE: 1/4" OE I ` ERAL 5 I �50L I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 STL. WHEN APPL I GABLE; W NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J () ® P05T FOR 4 WALLS Q C WOOD FRAME (L.G. 5TL. Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED -p _O WOOD FRAME (L.G. STL. C Of N > O WHEN APPLI(:,ABLE) tL C Lo z ' •m �- AN NOTES POST 8 COLUMN DESIGNATION5: p O m � Cfl STRUCTURAL PL P05T5 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY *-' CV O ''- OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED r c O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 3 STANDARD I - - - - - - - - Q T- �- ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05T5/15EAMS. O2 STACKED POST/GOLUMN: ®-AI (1) 2"x4" P05T BI (I) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (AI30VE): A2 (2) 2"x4" POST B2 (2) 2"xb" POST 3A AS INDICATED BY DASHED OUTLINE. I NEW 2NIO" R.R. I I a ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST B3 (3) 2"xb" POST I I ® 16, D.G. HOLDOWN (IST TO 2ND FLOOR): HOLDOWN 'A' AS PER PAGE 6-003 A4 (4) 2"x4" P05T ®---� (4) 2"xb" P05T 4B HOEDOWN (FOUNDATION TO IST FLOOR); -..... HOLDOWN 'B' AS PER PAGE 6-003 A5 (5) 2"x4" P05T B5 (5) 211x6" POST NEW REINFORCED P. GONC, SLAB 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 5-I/2" O.D. SCH 40 5-1/2" O.D. 50H 40 3. 4" (MIN) &RAVEL BASE p� G❑ STL. COL. (ASTM �� 5TL. COL (ASTM A123) BY SIM5 AI25) BY SIMS I I I ■ PAD FOOTING STEEL (OR ECG.) STEEL (OR FG) I NEW 2NIO" R.R. I I + 6B 24"x24N12" DEEP P. GONG. PAD FOOTING AS PER ( I a 0I6" O.G. .�I ,. DETAIL 2/A-401. 7A STRUCTURAL PERMAGAST COLUMN (5,000 LBS): I I x I I U O STRUCTURAL 5GUARE PERMAGAST COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 6,000 LBS LOAD BEARING CAPACITY. BEAM PLACEMENT SHALL ENSURE CONCENTRIC: LOADING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I I I I ■•,s COLUMN, AS PER MANUFACTURER SPECIFICATIONS. FOUNDATIONS BY AN ANGLE OF 45 PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXI5TIN(5 ADJACENT FOOTIN65. PERMAGAST COLUMN FOOTING (PAD FTC. 7B PERMAGAST COLUMN UPON I2"4) P. CON:. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION UPON 24"x24"A2" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR 0. DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER -� ENCOUNTERED. 24" A 4 I\ AS x F &PER DETAILS B, 01 4 cl/A-401 (TYP) 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. q TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4 ALL FOUNDATION DAYS AND SHALL SHALL M E THE 0 PSI GURRENT POURED CONCRETE GORE. AT O REO.D TO ACCOMMODATE 6ARAOE DOOR CLOSURE bp% DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BAR5 SHALL BE DEFORMED EPDXY COATED v I \\ TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: CARBON STEEL ASTMA615 GRADE 60. MM FOR 5LAB5 DO NOT 0 O 10 NEED TO BE EPDXY COATED. x 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 6 iV SILL SEAL;2"x4" P.T. SILL PLATE ® L-OWER SHELF. 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ® I I \ ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STAGGERED. z P. GONG. FOUND. WALL AS PER DETAILS a/A-401 ® i I \ BASEMENT, DETAIL 8/A-401 ® CRAWLSPACE, d DETAIL 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN I I \ T/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY COVERA(SES, AND PLUMBNE55. ASPHALTIC MASTIC, DAMP PROOFIN& TO EXTERIOR S.O. FOOTING 3-O BELOW GRADE MIN. 8. CEMENT SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE) AIR ENTRAIN P. GONG. FOR PORCHE5 / PATIOS / _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ STOOPS (WHEN APPLICABLE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MASON TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - FOR HEIGHT OF WALL 8 SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF - - - - - - - - - - - - - - - - - - - 45* F IF THAT II NEW ATTIC ACCESS - PULL DOWN STAIR: HAS CONCRETE SUSTAINEDIN FOR TEMPERATURES PERIOD OR RE TEMPERATURE I. MIN. 550 # CAPACITYI NEW 2NIO" R.R. I NEW 2NIO" R.R. 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. I I I ® 16" O.G. M W OPENINO, U.O.N. 4.WEATHERSTR P AGGE 5OPENIN6 E PROVIDE R-49 INSULATION ABOVE w/ ND. FR. (OR ECG) BAFFLE OR 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I RETAINER TO PREVENT INSULATION FROM ENTERING CONFORM TO AGI 306. DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 I I I I a x 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO V � THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. I O O I N 5. INSTALL AS PER MANU. SPEG.'s I x b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 12 BEAM POCKET (TYP.J REMOVE AS REG'D. TYPICAL OL05ED FOUNDATION 6 PERMITTED WHEN NECESSARY.THE USE OF HEAT BLANKET5 R ELECTRIC BLANKETS ARE I I I w 13 ® PORCHES / PAT105: O O 2 I. SEE NOTED DETAILS -I. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55' F OR H16HER I x �_ I I O WI 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE THIN 10° F OF CONCRETE TEMPERATURE. I 3 ® I I I 0 FROM BUILDING 5. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I z FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, ADMIXTURESNT BED ALL FLASHING IN ASPHALTIC MASTIC a PERMITTED ITDO BE ADDED TOIVE CONCRETE MIXXTURE A5 PER AGI 506 4. PORCH / PATIO WALLS OF SEPARATE POURS SHALL (2) 2" X 14" RIDGE (2) 2" X Ib" RIDGE BE DOWELED w/#5 ® e, O.G. VERTICAL TO EA. OTHER (A5TM 0494/0494M, TYPES G AND E). I I NEW 2NIO" R.R. - - - - - - NEW 2"AO" R.R. I I H 8 TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL I ® Ib O.G. O.G. I I a 14 PROVIDE 4" SHELF FOR GONG. SLAB AI�O/OR F.J. BEARING AREAS EXCEED ONE 5GUARE INCH. EXTENDED FRAMING TO ROOF RAFTERS: 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED i i I I I I PROJECT: 15 TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR REACHED A COMPRESSIVE STRENGTH OF &00 PSI. O O HEADER (BELOW) TO R.R (ABOVE). I x`fl 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I I I I LA U R E L AV N U E tu z -b U I I I LOT 6 501L BEARING CAPACITY NOTE: I I w STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL O NEW 2NIO" R.R. BEARING CAPACITY OF 1.0 TON/5.F. I ' 1) ® I6" O.G. x I ( I I 1475 LAUREL AVENUE l I I I I I SOUTHOLD, N.Y. 11971 x NEW 2NIO" R.R. I N ® 16" O.G. I I I I I DRAWING TITLE: I I NEW 2NIO" R.R. 61610.0. PROPOSED STRUCTURAL PLAN � II oo II II I- - -I--I I I - - - - - - - - - - - - - - „, ®- - - - - - - - - - - - - ) - - - - - - - - - - - - - - - - - - - - - - - - -Z - - - - - - - - - - - - - - -- a i PAGE: NEW 2NIO" R.R.I Q' v IA,%ff U O.G. I I N4 0 u I W ® � � z \ \ I DATE: 01/19/24 18 OF 19 \ \ I x \ \ I I NEW 2"xIO" R.R. N - - - - I ® 161, O.C. FROFOSEr�) ROOF FRAMINO PLAN SCALE: 1/4" = P-oil 4" FRESH AIR VENT THROUGH ROOF a IL I I W W I J m I t'7 I N O O 4 I N �: O 1 O '` `oz �r I � T-- I - -- ----- ----�- _ I c O 0 O . CD Lo— � LAUNDRYI ROOM — BATHROOM T HROOM II II III BATHROOM II II1 —________________ II O co --- ---- i----r ------ --- r Q � --- ------ p 2 1 2111 2111 1 I 2111 "1 1 I 1 I 21 I I j 21 I 1 I p i 1 1 1 I 1 I II 1 I 1 2:: 1 PROVIDE "ABESCO FF200 FR I I I I 2 I I I EXPANDING FOAM" (OR EQUAL) n, V I 1 1 1 I AT ALL PENETRATIONS IN FIRE N I I I I RATED WALLS AND I I 1 I I FLOORS/GEILIN55. PRODUCT 1- 2 I I- I- 15HOWER 1 1- 15HOWER 1 CONFORMS TO A5TM E 514, WASHER I I I A5TM E 84, AND UL 14-11 G.O. 3" 2 3" rJ 2 1 �� ■� LAUNDRY GL. BATHROOM BATHROOM :: 2' nv' -r-------- -�- I------ NOTE: -- r____�___-I---i------- KITCHEN j NET BAR I PWDR. ROOM ALL PLUMBING WORK 1 I I I I I I I 1 SHALL CONFORM TO I I I I Ii 1i 31 1i I LOCAL PLUMBI NG CODE 2"1 21 21 I 2I1 1 12 12 21 11 :2111I I 21 I I I� GLEAN OUT 12"2" i21 i AS REa'D IL 1 1 I I PROVIDE F.A.I. 1 1 1 V♦ .2 I 1411i- 1 (SHOE r R 1- 1 (SHOWER WASHER I TUB W DW w` G.O. 3" 2 2 3 2 3 G.O. G.O. L 4" p 4" HOUSE MAIN DRAIN G.O. V z 41-:::x 4 u TO SEPTIC w SYSTEM N Q tU NOTE: ALL PLUMBING 4 p FUEL OAS WORK p SHALL CONFORM FLUME3 1 NO RISER - r7)RA I N / NASTE / VENT IL TO LOCAL PLUMBING GORE 4 9 FUEL OAS 5GALE: NT5 w N PIPING PENETRATIONS: 1. PROVIDE "ABE500 FF200 FIR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALL5 AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO A5TM E 514,ASTM E 84, AND UL 14-11 KITCHEN LIVING ROOM OOAS FIREPLACE IL t) wIK w tL RANOE VERIFY SIZE 2 w/MANU. p m m w U k Q w a 0 NOTE: PROJECT: BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBING WORK w SHALL CONFORM TO N m LA U R E L AV E N U E LOCAL PLUMB I N6 CODE � PROPOSED BURIED I,0000 2 LET pI PROPANE TANK I I I I LEGEND I 3, FURN. / u I I I AIR HAND I : HOT WATT=R SUPPLY Q°p� v i 4a 1 : i 1475 LAUREL AVENUE W - 31 i3 31 i3 31 I� - 31 i3 X1 Ix< 3j IU 31 �U GOLD WATER N zl xl U x1 :V zl U x1 .p z I SUPPLY OAS RISER — S SOUTHOLD N.Y. 11971 - I I - �_ �.._.._..� V S J �� cV I cV I iv �= 5HOWER m N I tV �= SHOWER cV 1 I cV I f I I I I �I WASHER I I - ---- L--------------------J-__-- ----------- _ — ----1----J PROVIDE "ABE5CO FP200 FR 50ALE: NT5 .._..L.._.._..Z.._.._..-..1.._........_.._.._.._.._.._.._..1_.._..1.._.._._..�-_.._.._.._..—.._.._.--._-_.-.._.._.. �.._..—. J EXPANDING FOAM" (OR EQUAL) DRAWING TITLE: AT ALL PENETRATIONS IN FIRE LAUNDRY GL. BATHROOM BATHROOM KITCHEN NET BAR PWDR. ROOM RATED WALLS AND FLOORS/CEILINGS. PRODUCT PLUMBING RISER DIAGRAMS CONFORMS TO ASTM E 814, A5TM E 54, AND UL 14-7a GAS RISER DIAGRAM Q4 i Q4 i Q� i p� q� i qQ INTERIOR 5HUT-OFF QQ 3 I 14 1 I I I Q 3 Q I I I I Q I 14 3 FOR HOSE BIB i 4a 4a 4a 1 PAGE: 31 1 v U 31 V 31 l V :K I� x� I �1 I 3 I �V U 31 I V 31 V 3 i V 3 I V NEW FREEZE PROOF H05E BIB x 0 x1 x1 x .0 x V x :V x dJ x x x x aI I w/VACUUM BREAK FASTENED Q cV I : ryiv N IN I N I N i N I w/PIPE FA5TEN3=R5 (PREUSE14 WASHER - - �1 '� TUB -I '� �I '- D.W. - - ■s -I I I I - - - I I -I I -I I I I LOCATION T.S.D. IN FIELD - I---- -----_--L ----� ---1=--------=-----------1=----------� -- -- ------------�_--L -----1 -- J CONSULT W/OWNER) I i DATE: 01/19/24 19 OF 19 1 _.._.._..—.._.._.._i TO STREET i rWATER MAIN e✓ � w Q < t 4, 5GALE: NTS