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Home My WebLink About50630-Z Fa,k TOWN OF SOUTHOLD ' BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY aQ 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#: 50630 Date: 5/7/2024 Permission is hereby granted to: Marratime Capital V LLC 71 15th Ave Sea Cliifl`, NY 11579 To: construct single-family dwelling as applied for per SCHD & Planning approvals. At premises located at: 1815 Laurel Ave, Southold SCTM #473889 Sec/Block/Lot# 56.-1-1.2 Pursuant to application dated 1/24/2024 and approved by the Building Inspector, To expire on 11/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,773.50 CO-NEW DWELLING $100.00 Total: $3,873.50 Building Inspector TOWN OF SOUTHOLD-BUILDING DEPARTMENT Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 8r . Telephone (631) 765-1802 Fax (631) 765-9502 liter:/ w^ w.soutiloldtow+ ally g(Yv �� e.,rnry're APPLICATION FOR BUILDING PERMIT ° r For Office Use Only Ux � . PERMIT NO. Building Inspector; � w I 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- t)(D - p 1 - 1 . 2 Project Address: 1fb\5 La yr-P-A -P(,/Q-A10e,, SWIAiO`01 CLOT q') Phone#:516-946-235 Email:dmarra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 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: Mailing Address: O 2 Phone#: Email: I DESCRIPTION OF PROPOSED CONSTRUCTION *New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes JiRNo Will excess fill be removed from premises? RYes ONO 1 PROPERTY INFORMATION Existing use of property: �� Intended use of property: S( � LA 90-4, Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? XYes ONO IF YES, PROVIDE A COPY. %Check Bose After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. APPLICATION IS HEREBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): ip t OAuthorized Agent ❑Owner Signature of Applicant- Date: STATE OF NEW YORK) SSA: ,�kl� COUNTY OFG 4f T 0f —) N�c'ut -b I@XkK being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the (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. BARBARA H. TANDY Sworn before me this Notary Public, State Of New York No. 01 T'A60BS001 Qualified In Suffolk County s day of,31-FALu-A" ,20a4 Commission Expires Notary Public PROPERTYT I T I (Where the applicant is not the owner) residing at �i'i` Ae- 116 do hereby authorize f to apply on my behalf to the T29�yp of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's dame 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY�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. I Sincerely, �F MarVMacinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File 1:>ePartaaxer t 11 � I Elvlr�tarnem a( conservation 6i I OFFICE LOCATION: MAILING ADDRESS: Town Hall Annex P.O. Box 1179 �' � 4r °, Southold, NY 11971 54375 State Route 25 (/e (cor.Main Rd. &Youngs Ave.) „' �^ ' a, Telephone: 631 765-1938 Southold,NY y www.southoldtownny.gov y yyA PLANNING BOARD OFFICE TOWN OF SOUTHOLD June 6, 2023 Martin Finnegan, Esq.. Finnegan Law, P.C. P.O. Box 1452 Mattituck, NY 11952 Re: Final Plat Approval Messina Conservation Subdivision 705, 751 & 2425 Laurel Avenue, Southold SCTM#1000-56-1-1, 55-6-35 & 36 Dear Mr. Finnegan: The Southold Town Planning Board adopted the following resolution at a meeting held on Monday, June 5, 2023: WHEREAS, this 80/60 conservation subdivision proposes to subdivide 50 acres into eight (8) residential lots of approximately 35,000 sq. ft. each, and one 43.6-acre parcel to be preserved as open space by the Town; and WHEREAS, on September 12, 2022, the Planning Board granted Conditional Final Plat Approval on the application; and WHEREAS, on June 5, 2023, at their work session, the Planning Board reviewed the application and the Planning staff report dated June 5, 2023, and found that all conditions of the Conditional Final Plat Approval have been met; therefore be it CC#: C23-15817 IL 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 once on 05/04/2023 under Liber D00013200 and Page 222 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/04/2023 SUFFOLK COUNTY CLERK vp VINCENT PULEO SEAL fiber of pages a_E'W' 113F YIfE'E'ld_I t;(7UHV This document Will be public P 222 record.Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps FEES Mortgage Amt. Page/Filing Fee 1.Basic Tax Handling 20�aQ 2. Additional Tax SubTotal TP-584 Spec./Assit. Notation _ — or EA-52 17(County) SubTotal Spec./Add. TOT.MTG.TAX, EA-5217(State) Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. 5. 00- Transfer Tax Affidavit QP a Mansion Tax The property covered by this mortgage is CertY gyp or will be Improved by a one or two 15. 00 a� �0 family dwelling NYS Surcharge .. --� Sub Total YES or orNO Other Grand Total If NO,see appropriate tax clause an page k ofthislnstrument. r s" �, /, AIL: oP 5 Community Preservation Fund 4 Dist - q piC75077767 Real Prop Consideration Amount$ Tax Servii R�T�YAAgencyCPF Tax DueVerificati Improved 6 Satisfacttons/M:stharg iRReelr-aatstissttJPRrNo Owners Mailing AddressCORD Vacant Land FINNEGAN LAW,P.C. TD Martin D.Finnegan,Esq. PO Box 1452 TD 13250 Main Road Mattituck,NY 11952 TD Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 Co.Name www.suffolkcountyny.gov/clerk 'nue# 8 Suffolk County Recording & Endorsement Page This page forms part of the attached COVENANT made by: (SPECIFYTYPE OF INSTRUMENT) 2425 LAUREL AVENUE LLC The premises herein is situated in SUFFOLK COUNTY,NEW YORK. TO In the TOWN of SOUTHOLD TOWN OF SOUTHOLD PLANNING BOARD _ In the VILLAGE or HAMLET of BOXES 6 THRU 8 MUST BE TYPED OR PRINTED IN BLACK INK ONLY PRIOR TO RECORDING OR FILING. over. O V S DECLARATION made this..�ft day of MOM 20,E by 2425 LAUREL AVENUE LLC, a New York Limited Liability Company with an address at PO Box 181,Westhampton,NY 11977,hereinafter referred to as the DECLARANT. ..N, to 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 New York, described in the Suffolk County Tax Map as District 1000, Section 055.00,Block 06.00, Lot 036.000,and 705 Laurel Avenue,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 056.00, Block 01.00,Lot 001.000,consisting of eight residential building lots, and more particularly bounded and described in Schedule"A" annexed hereto(hereinafter referred to as the Property); and WHEREAS,the Property is a portion of a larger aggregate of parcels for which the Declarant made an application to the Planning Board of the Town of Southold to subdivide into eight residential building lots and one open space parcel as shown on the Subdivision Map entitled"Final Plat Messina 80/60 Clustered Conservation Subdivision" prepared by Nathan Taft Corwin III,dated September 2021. and last revised on January 25,2023,to be filed with the Suffolk County Clerk,and hereinafter referred to as the "Subdivision Map"; and WHEREAS,for and in consideration of the granting of said subdivision application shown on the Subdivision Map,and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS,the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and development of the subject property,and to further the goals of the Town's Comprehensive Plan;and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 60%;and WHEREAS, as a condition of approval of this conservation subdivision,and in accordance with the Town's goals of land preservation,the Southold Town Planning Board has found that 800/a 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. fdf. 'P'rior 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 S Wg,'--, ) COUNTY OF 1 ) SS: On this al day of ftla" , in the year 2015, before me personally appeared DANIEL MESSINA,known to me or proved to me on the basis of satisfactory evidence to be the individual whose name is subscribed to the within instrument and acknowledged to me that he executed the same in his capacity and that by his signature on the instrument,the individual,or the person upon behalf of which the individual acted, executed the instrument, and that such individual made such appearance before the undersigned in the State of Sa id Ldit ,County of Uwkthn JARRED COOol PER KILN p— Not Public Notary Public State of South Carolina My CoWnisslon Expires Aug 10,2031 5 (2) South 14 degrees 35 minutes 10 seconds East,432.00 feet to the point or place of BEGINNING; RUNNING the following three(3)courses and distances along the westerly side of Laurel Avenue: (1) South 14 degrees 35 minutes 10 seconds East, 179.11 feet to a point; (2) South 13 degrees 07 minutes 30 seconds East,312.17 feet to a point; (3) South 12 degrees 45 minutes 40 seconds East, 534.01 feet to a point; RUNNING thence the following five(5)courses and distances through land now or formerly of 2425 Laurel Avenue LLC and along the southerly line of a certain high tension electric transmission line easement: (1) South 76 degrees 52 minutes 30 seconds West,200.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534,63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,308.99 feet to a point; (4) North 14 degrees 35 minutes 10 seconds West,247.62 feet to a point, (5) South 85 degrees 01 minutes 39 seconds East,212.25 to the point or place of BEGINNING. NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 R (518)402-8111 F: (518)402-9029 www.dec.ny.gov 5/2/2024 Marratime Capital V, LLC Dino Marra PO Box 486 Glenwood Landing, NY 11547 RE: ACKNOWLEDGMENT of NOTICE OF INTENT for Coverage Under SPDES General Permit for Storm Water Discharges from CONSTRUCTION ACTIVITY— General Permit No. GP-0-20-001 Dear Prospective Permittee: This is to acknowledge that the New York State Department of Environmental Conservation (Department) has received a complete Notice of Intent (NOI) for coverage under General Permit No GP-0-20-001 for the construction activities located at: Laurel Avenue Southold Subdivision 2425 Laurel Avenue Southold, NY 11971 County: SUFFOLK Pursuant to Environmental Conservation Law (ECL) Article 17, Titles 7 and 8, and ECL Article 70, coverage under GP-0-20-001 for the above construction site is effective five (5) business days from 4/22/2024, which is the date the Department received your complete eNO1. The permit identification number for this site is: NYR11 M510. Be sure to include this permit identification number on any forms or correspondence you send the Department. When coverage under GP-0-20-001 is no longer needed, you must submit a Notice of Termination to the Department. Additionally, authorization to discharge under GP-0-20-001 is conditioned upon compliance with Part II.C. of GP-0-20-001, specifically the following: 1. A final Storm Water Pollution Prevention Plan has been prepared; 2. When applicable, project review pursuant to the State Environmental Quality Review Act (SEQRA) has been satisfied; 3. Where required, all necessary Department permits subject to the Uniform Procedures Act (UPA) (see 6 NYCRR Part 621), or the equivalent from another New York State agency, have been obtained, unless otherwise notified by the Department pursuant to 6 NYCRR 621.3(a)(4). IVE'4 WORK Department of 'ci a anEnvironmental. Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of $110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. Sincerely, David Gasper Environmental Engineer CC' RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 YSIF New(York State Insurance h•asnd PO Box 66699,Albany, NY 12206 1 ny siff.com CERTWICATE OF WORKE 2S° COMPENSATION WSURANCE gal nnnnn 881819063 AMP BUILD LLC PO BOX 152 ' MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOW III OF SOUTHOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 119520152 SOUTHOLD NY 11971 i POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 1257914" 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 SH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HnPS:/ .NYSIF.COMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. CONSTANTINO MARRA OWNER/LLC MEMBER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU' DICE FUND 4 DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 • a DATE(MMIDDIYYYY) AC R " CERTIFICATE OF LIABILITY INSURANCE 1/8/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NA Ng, Sheila Maher Arthur J. Gallagher Risk Management Services, LLC PHONE Fax Jericho Plaza lA/C N9. tl 516 62_2 248 E-MAIL Suite200 ADDRESS: shella_mahes aca lq (°Jc,N°)...516 745 0082 Jericho NY 11573 INSURERS)AFFORDING COVERAGE NAIC 9 RA Southwest Marine&General Ins Co 12294 m .... -------.. L..cense#:B,R 724491. INSURE... .... ...,,... ----- .m....,..,. _ INSURED MARRDEV-01 INSURER B: Marrcon Development/AMP Build jj 137 Glenwood Road INsURER.0... ......................._......- _ _L— _ Glenwood Landing NY 11547 inlsuRER D INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:815305563 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. ILTR r TYPE OF INSURANCE �QC3DL sudki. . . ... .. ..............._......._ (_....POLICY 'POLICY FRCP � — LIMITS.. POLICY NUMBER MMIDD MM/DDIYYYY. A X COMMERCIAL GENERAL EACH OCCURRENCE $1.000,000 Y LIABILITY GL2023RLH00503 12/4/2023 12/4I2024 �Ad,�A"CE""Y��L�s tLtb -- . ... CLAIMSM $100,000, , _ I OCCUR MED EXP.L&ADV.,INJson. $5 000 ,... ............ ....... .... ... Any one per PERSONA T RY i$1 000 000 _^ JE,CT E $2,000,000 X LOC l PRODUCTS C �..... ...__GEN L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE PRJ- LPOLICY TIR OMP/OP AGG $2 000 000 I AUTOMOBILE LIABILITY S 1 MIT ANY AUTO BODILY INJURY(Per. _.. f r 1 Ex n�r,adefaC i person) i$ `OWNED SCHEDULED i BODILY INJURY(Per accident)I$ AUTOS ONLY AUTOS -- HIRED NON-OWNED � � PR{7PER'rYL"bFAP+P9AG"E $ AUTOS ONLY AUTOS ONLY .. 1,-$... .. ... ........ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ m -EXCESS LIAB 1 CLAIMS-MADE AGGREGATE $ 1 �- ----. ..... ......... 1 � r DED RETENTION$ WORKERS COMPENSATION PER �OTH r ;ANDEMPLOYERS'LIABILITY - �,,,, STATUTE ER ANYPROPRIETOR/PARTNER/EXECUTIVEE.L,EACH YIN I I E L„DISEASEC EA EMPLOYEE $ I OFFICER/MEMBEREXCLUDED? -NIA' (Mandatory in NH) If yes,destxibe under DESCRIPTION OF OPERATIONS below i E.L.DISEASE POLICY LIMIT ($ � I I I i I I I i p DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 Southold NY 11971 REPRESENTATIVE AUTHORIZED REPRE u� w ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD MEW Workers' CERTIFICATE OF INSURANCE COVERAGE STATE Compensation Board DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by Disability and Paid Family Leave Benefits Carrier or Licensed Insurance Agent of that Carrier 1a. Legal Name&Address of Insured(use street address only) 1 b. Business Telephone Number of Insured AMP BUILD LLC (516)946-2355 PO BOX 152 MATTITUCK,NY 11952-0152 1c. Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required d coverage is specifically limited to Number certain locations in New York State,i.e.,a Wrap-Up Policy) 681819063 2.Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 ROUTE 25 3b. Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 DBL 7916 41 -11 3c.Policy effective period 09/30/2023 to 09/30/2024 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits ❑ B.Disability benefits only ❑ C.Paid family leave benefits only 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law ❑ B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/8/2024 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 56 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 "T' on this form is certifying that it is insuring the business referenced in box"1 a" for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box "2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as'a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder,the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, hoard„ 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 Iaw to eater 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 Generated by REScheck-Web Software Compliance Certificate Project 1815 Laurel Ave (Lot 4) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 4,050 ft2 Glazing Area 20% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 1815 Laurel Ave Southold, NY 11971 Compliance: 9.2%Better Than Code Maximum UA: 765 Your UA: 695 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Envelope ASSeMblieS Gross Area Cavity Cont. Prop. Req. Prop. Req Perimeter Ceiling: Flat Ceiling or Scissor Truss 2,883 49.0 0.0 0.026 0.026 75 75 Wall-East(front):Wood Frame, 16" o.c. 1,341 25.0 0.0 0.053 0.060 50 56 Orientation: Front Door to garage: Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Orientation: Front Front door: Glass Door(over 50%glazing) SHGC: 0.40 69 0.270 0.320 19 22 Orientation: Front Windows-east: Wood Frame SHGC: 0.40 313 0.320 0.320 100 100 Orientation: Front Walls-North (right): Wood Frame, 16" D.C. 1,083 25.0 0.0 0.053 0.060 54 61 Orientation: Right side Windows-north: Wood Frame SHGC: 0.40 66 0.320 0.320 21 21 Orientation: Right side Wall-South (left):Wood Frame, 16" D.C. 1,083 25.0 0.0 0.053 0.060 44 50 Orientation: Left side Door to garage: Solid Door(under 50%glazing) 20 0.320 0.320 6 6 Orientation: Left side Project Title: 1815 Laurel Ave (Lot 4) Report date: 01/17/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Req. Perimeter Windows-south: Wood Frame SHGC: 0.40 228 0.320 0.320 73 73 Orientation: Left side Wall-West(rear): Wood Frame, 16" o.c. 1,341 25.0 0.0 0.053 0.060 55 62 Orientation: Back Windows-west: Wood Frame SHGC: 0.40 304 0.320 0.320 97 97 Orientation: Back Floor:All-Wood Joist/Truss 2,883 30.0 0.0 0.033 0.047 95 136 Compliance Statement: The proposed building design described here is t with the building plans, specifications,and other calculations submitted with the permit application.The proposed bul esigned'to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandat a ed in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater 18-JAN-2024 Name-Title Sig ture 5" Date ^ F Project Title: 1815 Laurel Ave (Lot 4) Report date: 01/17/24 Data filename: Page 2 of 2 E YCQ ILc'.WL CN E'.'. "' N{J' ^',r ry,•' [ q"hAa+.v E_c.'P,w#"n r\ G'l �E"E vR v.ELL_e....._• 4 MflM:Y ^C h45 Pf "r..rCY"{ I' 1y 1p; LINE L 2GRGL1C L AE S p ! a F ryfN tl!L GON Gn n LCA n ELD_SEINER_vNPGn_n' OTH R a DRY L G E EDGE OF A_L FO\DA Gh hALLc Q yp a v e' A A-NI; 5 EZFARA71G1 Ic RECI)RED EE—EN DRTwZLL=c Q µffi Y "". W ry 4 i r nPe+e,[ee c m14 R-80 f Pee ER-LINE /..en a mvsL x c ^s[I coot--/`o+e ` 'wy !•^`"µ I T v,\NU O_P IEL On RE R_D E l'EEn DR"hELL..AND w Ins f. a a.,vne P[c[e ae BJRIED-NNE R ANE 'EL TANKSJ (0 Itcl•arce..s Art c e A D` ` eve eI arc N EGT ALL G-TER LEADERS TO FARES DR ELL (Yl reglss•er..r Ge peLnen[, 7- t I xry r rce['rr jyr^x GO _vilo t Lluntu Son L�Lade •ter n_n)on r m n mvn=c Ii p•Ipc s „•.w°^" " �C"' y., F•or tI on di a tompaltel slnl rrraa o-Im rrt•e r p _ e y"""" s, VACANT LAND '""" '- ten,wtLanan� IuWH'^' OPE\SPADE PARCEL PROF ED ',a�.,liclL'�A ',. � I;�'&?' 7»�' t� Ell C N ctl Op 0�"SprvL 1:,K•.0. C Ca' 'e a[Nncxx s Cvt In ce na•V.ctrc na,x r�r PROPOSED ROOF LT eAGE - C2 5 t5] tl & M1CMa TI° J[p c cacM1 rg�treicl[ures.,n c•s an W,;�d„ PROPOSED ASPHALT CRIVEhAY CC, AGE S F 0 GtA gwrn.rf o%u ary5^d",rw<ttl 4+c frk Ow 5 W tk k �aF e[FCI Cv t^c Dccl•trcrt. OTAL M�ERV AI FA L E EN 6 6C F U �.O pLawa,. gr I rrI[�I e _ - Eele 5 F x_'RAINFALL van- Dsrrn.as t,rns:. 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O P P F r occvccrcc w4 Art ecro-oc• I•ermr uo tee[Ir a=s L,Ir c-,c reI-t><a..i rI e „dM .^'^rry N O e Sen Lerw Oxe „'« EL.=^_S.B4 Q a O s r on/A D,.r rea,rts I van[ua"n[ s nn di-It"` ,:n-t It arar 'w 4 „mm. ope a9[o Irlde ' rII Id Vantpp�;b t �e �e e'�D a`R ARC?Ov C-r To-�r-Ar,r A d[et sat a `�«arxnta_t carte, LOCATION MAC m n mun rr b ,to°vlrorc oa It 5 t P m i 1 to E-111 rato�n lsionoo:e:5 z p ex c t I DrA r '5T _ ,re mrorc a[e,t t p ve,rcg x v Pee r ,. ...._..— .. ...,.,. ,.,. ..m.,....._ .. ........,..w �. � r I ,...: AT=D ST' .w'hF , I ro H OF MARCH 2G2- N _ o. �.any Ir o-errlm, 'nwp,.ye w.nrm ar'I ree,s:.«xn ^.aa at AAIy.+^,"LY-e-.c Ir „ r,,,r;, :u. n0rRs xv, Ae A vas[ e�D i J�/7ii Tne I e cure on s,I oe I m,n.m or o root x I.. AN M'A,P 1000-56-01-0I 2 I:. - +J b. t rn Iro use cr[rc/A S nrrrm[I[Fc a /c tl:' qb - Ocpa-tmcnt=cpprrvcd/A OwTS ru du,•c document prdparcl Iccoromce.h t,e sanll-a•ror Apprrvl and Mlroxmen[I mp 3 M1wa I�ns oe d Imemr II=roc[or In ZONING DI T21GT R-BG\GN CONFORMING nnovae ve one A[e•nI ve 0,s[e wscx+oter TreeLneni tys[emz nz Ie I eI of x!cot b�.-roar POOL ^" {"n Y ' I (�� EOLIP. ,'0{+n {" '.,W,,., {'« W °� ; ;. m ,". dd l oWr5 a septc tarts- x conswc[ed or preease t n n T.., r ,,, „'j� r��I��Y� I j 'll tl pOy«_L.. YID M°YN, ONYGRR cr r i soA CTncclx Ii sP cN[I�ts[sbd-Incas a<r[�t r P pc pcnctrlLar•,trc-amp re a I c s I DESGRIPiION(FOOTPRINT) ,v, ¢„ AREA C 1'LOT OVERAGE FOOL NOT ,LD /T .. ,. sap[a tool sA once eesa.el a«c oour"ernt>ece Ins sr[G,` 707AL_G7 AREA 35.CS�O SF �,W''"j"^"�,d'/✓'r ror 5 0°r-the s[erooz c F F p LI t t to It u pre PROPOSED DtiLLING ICE% d R S Lr e•s oLnar..-e sperm'ec.t-c cccr.re ztructL•e/•us Len twt r u" aA Tp«.ns 9-I-kwi.ap• e e ' ro e..=o/A OWES•ne x Ie^coca r ocecrrcr<c-..LM1 seer a a.rnx mb mytl. Cola Ie Ma'%,Yqm \ /7 s ci cra s e'" e,/glwm-any-x.ofN,asrov w: "v..Lt ry PTP rmrwFtnacdra"'ISC'"w✓r¢w.a a PRGFGSEG II:C-RGL'NG PGGL 8.':G G 5 F. I ISL a 3 I'. J'¢ t,,✓n , �OO � W c-r is sunw Irvz {Y a•a nc vac I M1rnc:unxr PROPOSED COVERED FGRGH - -OI O E,F, -✓ J {' A �eet erL�r e.apt I , Trc name /A DAT Ian rI Iar eL x N f N a 30 utter access Ipcn,m b gade ecdtea oven t,c _A•H GH POOL FE\GE ✓/ ❑ I L Grvc•s snc xc!Ycr 30-•cn dlnctcr..o[crtcn OtnLlc sec t p I ock rg cos:rI,coven or lM1crmdp m[c ccvcrs [d ter[ c � a[rna I—A covers IrI c,nrcus/r Ears enI x Its g,ed MAxIMJM LOT COVERAGE ALLOWED;CGb 1 { • I J w Iccorl�ce...h eec[cn 5 er[r•i[Ireord 9£a'usi u'n P pWaxMm '{ eye p t M at TOTAL AREA OF ALL STRU-UR_5 9_C O I PP, f {"r'" +' {„n I III Q StRILD s.I.ne,a/A ow*s I-ae eon �::� ,aw m�ttln romps sm[a Harp ry ra ?ae: ...-,.-.4,,,- ,r is,{,.^✓/✓✓'�,/.e I In p 3 Ir vc..Iv or prnk ng creoptre ooaoved LI x rdl uatpe peat on Iw mI ntcnarce / �. �/ ,//lm///r/�/ „/f/i;,%%�////�//�/ ,J,�' i ~(1 V .+Ns[Irc rs 30 a F-.OI II,e e / �f / AA5Hr0. 9 a I _ d I. onl.e apl�e x aced IL I camrdr /� - „^rr`' """";T" /'r,�✓{, r'rvr{.. 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'.v « ER e L99 Ito,o xr.oLemcenc T„o netnal-IF •e elooemar[raceR,reres I[e er,etr„oo.Ie x r, a ' ,r r ext V= prty le'.+eeramranr[I.I-Itt:cl-I-Ll era caNF��Ier r:o ^ .. �" l'.lyim �+"r"r," ° ""r' (r.rEGRGONo�..." =A to voc.. te•tnea Hate covererWthe car ameertert FLOG Ebl CAeelseF... —,,....w 1.Mkt N ••,....... �, "'//,^'.'I rJsa IRA. Y. rvL,AE EL m'.,:::dl{. r,/Lu'Y,✓"L,, ;..•,_.,..--«--"..,,,,,..w�.... M ..here rnt sa t e p rI ........ EL l ® ` PR P F'I'CLEAN ALARM/ rtetnal o re e.e 0 /ecl.crt.Lea:^I SCI✓e e+p v tI i 'c^" ! pryar"�.;dtp,«n p Nc su=M1prw er:nm FLOOD MAP DACE: GGNTRDL PANEL a ¢wRl^(, .._,�... .r' V v, +P " r J r/e trod I„r''/ d rr• P'rl q. r n " w I.oR cr I.rwx¢ Pp STE PRGreccT cu=ILT FEVGIN'TO B_ E R,„,...�.,. ......,^._ .............. �__ ._....., w.»..W.._ frd r " «. ,,,.«„? ,+ /,,..«'"r" ,^r✓ ✓' ' re { a ,, ,A, • INSTALLED AS REQUIRED BY THE TCWN OF 11✓ue5 a ae.! 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MM$,^. r.A -z,r ccn roars.are access cover.znI resSt In eeplled �,, .r7 y,_AN 1 ✓+'!1MrMYl.. , 0 �N SCPARAT On FRON DR JCwiS,INLPLPPROJECT:pen eq.Ire lII['ps!1 M SINA BO/&0 GLU5TRED CONS=RVATOnWV SIOn ZN ryperm t[ed en _ - t� 'ItUrdr FGTNO13161 0 A I o LAURELAVENUE I �, �ce ...IL .ULY O 0G0 TEST yOLE EA-A l(1 I Rr ^ L g P rn -,. �� ^_.�. „ LOT 4 SEPTIC _� _ _ _ �_� _ _��_ � w"a ¢4,tl n pI mart w•,e ESTrzo LSEisDATA ICN .,�... cctiERVAT c�sLec v_cN ,. ,.. r cI,E. G �"" tl - „I�o.IE' - S14 35 rug✓L'.. .,.Itl r, L ,,,,,,,,� aF.°' 181 J g ero nvsr:g ...°,,,sxaws+t»nreR O�__........... .. rrP•' n��D1-EtIt SION'' lL::"i.s+ :.«.,' In PROF20 PPO LNAI A G 5LAURELAVENUE Pet eI wI�s er ue..cmr HOLE=E �sT HOLE ee Es cy`-A-- %%%��... SOUTHOLD N Y 11971 �.r-sw c�'-G"E + i e �.r tl=e=.ne•trnk,are r•[a t e pollees ero=nI t e.oe•t v t Il We L�kr"s i��e �tir�rn-c r t DIST,ane_FR.N vA ewers O,R0.,�,��, - xe[cost p �F FESFEGTVELY ....... ... .. _... ., �e wrurrn-L to s ve r IM1ezt cxFcc[cr/rccrrocl crourc..Ilcr c wIt In.:w lnc trnk cn _ 0L 1 Su. termer an TES LIP Ir arc ianue.ero rIL x tanaerce.mn TOP INFORMATION Ieterm n.I Lne rreurt ai ant"'e a-m Ie[�e gnt rcgv red I c so_ O ._ .,, SCIL SITE LAN Exl� In.�WArER NAIV SITE PLAN SUFFCL< CCLNT" rEALTH DEPA�TME T APPROVAL DAn EL°=5O LAUREL AVENUE ... H,5 FEF PEVGE NO - - PAGE: �. 5M 0AM .... ._........ �_� ^. _ __ ... mm„ 00 IA/OWTS Fuji Clean -� 10 1 4 A.RGI-TEG-........ STE PLC,^ ` �P sc Pn�E� wl'.a , R RP ESE TO`�uIv N s s IN P�AN LICENSED�_ DATE OS/09/24 ..,„ OF 2,.......��. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES Z Sc-� I LU h r ARCHITECT'S BEE-OF KNO-EDG PERMIT FOR APPROVAL OF CONSTRUCTION FoR A ATH IE wG tilt w fl;cnTt vca'Y O I'YC .IRE aII, A^y d =ti�C��DNS A O AR AVENT OOM.+,nD " SINGLE FAMILY RESIDENCE ONLY Q "" 00 -AVEL _Z RI RH AD.\Y.IIPOI _ VE E � s,Jrr w Imo,can rtl n, ..� T Lr DAT,E 1/23/2024 I .S. REF, I R-23-1636 ,�� .. ",. _D rµ..l..,'r .a•,a c.n a -,u•, ..mA_____.—___... ..... ....... w..". ca APPROVED aT yw �q ..................... x 4 x,ION and ^^^^^ G7u IA/OWTS FOR MAXIMUM OF 6 BEDROOMS L=. _ rRs^_,� ffi o 1, u H EXPIRES THREE YEARS FROM DATE OF APPROVAL �- �� ALE ��IN �,�a�R� c��A�,�D it f ft* a men E w•G'*�W s'r CRa, ,G w,k 4 w<kd hB M''GG ""� mm .°. SITE PLAN ceaPl-IG SCALE an:reR_D V _�.......................�m_.,.-.,,,,.,.._„"".,,m,.,.,,.,-..,.. .. .... .�.,...- _.,•,,.„ .....__..�,,,.,.,......... ......._...__ ... .......".. SCALE:I"w rp.m0. • �6 - � - ' -� SS S� - VACANT LAND OPEN SPACE PARCEL pok got y ,t �36 SPLIT RAIL FENCE BETWEEN LOT AND OPEN PARCEL; EL. =21.54' FENCE TO BE MAINTAINED BY SOUTHOLD TOWN `" Q N13°07'30"1n! 14B.60' N14055110"N 51.6-T' Ll - W W J cr) cat Q Lo . . . . . . . - `5O•0 AREA`OF LOT TO`REM,41 N AS. - - - - ' K Y . . . . . . . . . . . . . . . RER COVENANT- �ESTi�IGTl0�15- - - - - - - �00-1 --`' � �' R - - - .DA.TED r2Tf-L OF MARCH.2Q25 . . . - - - - - _" -- ." ��` - } � . . _ . . . . . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . - �y �- PROJECT LOCATION & SCOPE ° `� z 4t � .4 � 001 .00 �- /`~ q�< SITE PLAN & ZONING DATA r o l N �� \ m 0 cD el + A N o-+ l{� O . - . • . - . `9 -a ` lM8o ®002 .00 GENERAL NOTES Q PROF. �� ENERGY TABLE- - - - POOL ` STRUCTURAL DESIGN CHARTS EQUIP. /_� PROP05ED r _ _ • • _ - • • rnROP� • ` r HOEDOWN, ANCHOR BOLT, lu d I POOL�lo' MIN. I.G. POOL NOT PART �.-®®� O® 3 . . . . . . . - \D.w. OF TH 15 FILING . . . . . Q _ ` . ` . . . . STRAPPING, & NAILING DETAILS OQ � . _ . . . _ . . • - �`'� FASTENING SCHEDULE I - ` - - - _ . . - -7®OO�.00 FRAMING GRAPHICS _ _ _ p 3 • - - • • - 60' REAR YARD SETBACK �� - ` O ��p BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS PROPOSED FOUNDATION PLAN O PROP. 4' HIGH POOL FENCE --A Fes- "gt0.Dtrt R 40 PRG?PADIE • -- -- o LOCATION MAP IO2 •- ` - I �----- ----------'� o ` ` O -1 �'c- ,®® PROPOSED FIRST FLOOR PLAN 1 � � � SCALE: NT5 CL W I 1 Iry O \ - - - ` - - - - - - - - - - 3o r - ` - - - � - �- FR0JEC,-,7 Sr-,,,,OFE : A- IOj,00 PROPOSED SECOND FLOOR PLAN SEE;L�RYWE,( L QEITAIL PROPOSED 2-STORY WD. 7/A 402 FRAME DWELL I NC w/ BASEMENT PROPOSED S I NC LE PAM I LY RESIDENCE PROPSE Q GARAGE ON SLAB A- I O�-.00 PROPOSED ROOF PLAN - PROP 1� 1O' (4 BEDROOMS) - - - - OD I AWS OT MIN. - F.F. EL.=27.7' + m SARAOE SLAB EL.=26.6' y • FR 0- �,J- r-.,,7 T : - - - - - \ :.... PROPOSED EXTERIOR ELEVATIONS ` - • Q ---- ------ LOT 51ZE / AREA IN 5,054.0 ALLOWABLE TOTAL / EXCESS OF 50,000 35,054.0 S.F. S.F. GFA OFA (d) LOTS GONTAININC UP TO 5,100 S.F. I I 0,000 S.F. MAX. A-2O2 OO PROPOSED EXTERIOR ELEVATIONS 4 • I I PROP. ALLOWABLE S.F. / PLUS } • - • I I I I STONE WALKWAY 1• • - - '1.5% OF EXCESS LOT AREA 4,350.0 S.F. 37a.1 S.F. 4,72Q.1 S.F. 4,723 S.F. OVER 30,000 • - - - - • - L I - - - 50' FRONT YARD SETBACK /-•� '��:. a�\\, soy\w• .i%. .. a•� \\�o .�.. yry \\. l O\� \ \\\ \;:,. :._ . ..o \ - BUILDING SECTIONS / \�\ PROPOSED I A I PROP.1 \\ .. \\\\ .. \...':.; O, . PROP. \ OWTS .W. D.W. / O - io �� DiJ7"HC3LD: N ::G ?SE,2C �-i4 \\ \\� r % LOT " • . . . j j PROPOSED 0 �\ / . . . . . _ . . . . . DESCRIPTION (FOOTPRINT) AREA COVERAGE _ _ _ _ It, I ASPHALT o / / - � _ _ _ _ �-�j®� ,®® BUILDING SECTIONS v I to DRI VENAY / TOTAL LOT AREA 35,054.0 S.F. . . . . . . . . I� lv / . . . . . . . . . . . . . . Itu 1� . . . . . . . PROP05EP DWELLING 5,257.0 S.F. q.4% Z N 0.A Lu w v I - - - - - - - - - - - - - - - - - - - PROPOSED I NOROUND POOL 800.o S.F. 2.3% 2 K . . . . ` ` ` ` I 1� - - - ` ` ` ` ` ` ` ` . . ` ` ` ` . . . m PROPOSED FRONT COVERED - O I ,OO DESIGN DETAILS Itu 1 N 257.2 S.F. 0.1% I.1 1 1 . . . _ _ . . . . . . . . 1(1 PORCH j m • _ _ _ - - 1 . 1� . . . . . . . . . . . . - . . . . . . . . . . . . . Vp PROPOSED REAR COVERED 255.0 S.F. 0.1% - - I IL I Z PORCH ° I I TOTAL AREA OF ALL STRUCTURES 457a.2 S.F. 15.Ig1 ui ,0 I A-402 .00 0 . . . . . . . . . . . . . . . . . . . . . . . . . . . . DESIGN DETAILS I - - - - - - - - - - - - - - - - - - - - - - - - MAXIMUM LOT COVERAGE ALLOWED: 20% I I E 2q.I l : :; ROJECT. 513 07 30 E I 146.16 = �C ,. .. \ 514 35 I O EL. 24.B8 \ \\, i 5OARV,,g I 1? LT LAU EL A�E�U E. . PROPOSED STRUCTURAL PLANS PROPOSED COMPLIES LOT MIN. FRONT YARD 50.0' 60.5' YES --------------- -------- -- S- � O2 .00 PROPOSED STRUCTURAL PLANS 1815 LAUREL AVENUE EXISTIN6 WATER MAIN MIN. SIDE YARD 20.0' 50.2' YES L A U R E LA V E N U E MIN. COMBINED 20.0' a5.3' YES SOUTHOLD, N.Y. 11971 51DE YARDS MIN. REAR YARD 60.0' 68.6' YES DRAWING TITLE: PROPOSED STRUCTURAL PLANS MAXIMUM HEIGHT 35.0' 34.1' YES PROJECT LOCATION &SCOPE \\ \\ . , ... PLAN ZONING DATA� PROPOSED STRUCTURAL PLANS SITE PLAN TAX MAP # I000-56-0I-01.2 AVENUE SCALE: 1" = I5'-0" ZONING DISTRICT R-50 NON-CONFORMING PAGE: LOT AREA 0.8 ACRES DWV/ WATER SUPPLY RISER CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME THIS SUBDIVISION WAS APPROVED, THE NORTHERN CLEARED AREA CONFORMS TO THE APPROVED CLEARING SUFFOLK COUNTY HD APPROVAL R-23-1836 4 BEDROOM GAS RISER RESTRICTIONS; DECLARATION MADE 5TH DAY OF MAY 2023 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF 7. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT IS CLEARED � .,: YEAR WHEN CLEARING IS PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED PERMISSIBLE LIMIT, THE AREAS MUST PROPOSED PROPOSED I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A HABITABLE GROSS SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE SPACE AREA DATE: 01/19/24 1 OF::1-9 EA5TERN/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 FIRST FLOOR AREA 2,500 S.F. 3,2.56 S.F. CONSTRUCTION", ON FILE WITH THE SOUTHOLD TOWN PLANNING 3. NO CLEARING OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING 15 DISCOVERED, INCLUDING INTERIOR DEPARTMENT. AT THE TIME OF THE CREATION OF THESE COVENANTS CLEARING STATED IN FILED COVENANTS AND RESTRICTIONS AND CONSTRUCTION, WILL BE STOPPED UNTIL THE SITE 15 RE-VEGETATED DRAINAGE SYSTEM INSTALLATION NOTES: THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS SHOWN IN CLEARING CHART (50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT SECOND FLOOR AREA 1,437 S.F. 1,437 S.F. A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELLS 8 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 WATER SERVICE LINE, UNDERGROUND UTILITY LINES, SEPTIC CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR CLEARING IS AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE IS PROVIDED IN THE AMOUNT IT WOULD AREA TOTALS 4,237.0 S.F. 4,725.0 S.F. COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS, OTHER 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. SITE LAYOUT NOTES: DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS �qP ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED I. THIS 15 AN ARCHITECT'S 51TE PLAN 4 15 A MINIMUM 5' SEPARATION 15 REQUIRED BETWEEN DRYWELLS -°`y ?a" . ... �� \\;;,,. ....�. �..�: ..:,.::.: . �; �:: ....>\..�.\:.,:..,�:�:::..... ;: . .: . .:..:• SUBJECT TO VERIFICATION BY A LICENSED PROPERTY LINES PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION I.I. ANY CLEARING AT THE SITE SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL µ \\\ SURVEYOR. THE INFORMATION A MINIMUM 20' SEPARATION IS REQUIRED BETWEEN DRYWELLS AND �,=A ��Ai�.(N�\. 5� �Ir��C.��;� `° ''�R SOU"1"��1::�°' "�I�tiil�.:,•., ,.� ..,... NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE ,'' """;:;', : REPRESENTED ON THIS SITE PLAN IS TO THE BURIED PROPANE FUEL TANKS. \ .:, . . . „ .:.:..... .: . \ .. ,. \_ ARCHITECT'S E CONNECT A WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. „ M„ � 1, T BST OF KNOWLEDGE. ALL GUTTER LEADERS TO NEAREST DRYWELL THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING 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 5 ZE 35,054.0 S.F. 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: pr PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE SURVEY DATED NOVEMBER 6 2025 AND �` �, DEPARTMENT OF ENVIRONMENTAL CONSERVATION(NYSDEG) COVENAN75 AND THE 5UBDIV1510N MAP. PREPARED BY: PROPOSED ROOF COVERAGE = 3,a08 S.F. REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING GONSTRUGTION, THE 50go OF LOT REQUIRED TO REMAIN 17527.0 S.F. PROPOSED ASPHALT DRIVEWAY COVERAGE = 2,214 S.F. 'k� TOTAL IMPERVIOUS COVERAGE = 6,610 5.Fr " M1 CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE IN5PEGTED BY TOWN OFFICIAL (EITHER ! YOUNG ASSOCIATES wt THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN TH15 BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE AREA OF PROPOSED GLEARINO 17,404.0 S.F. n n AM all] E AVE u L UA� 1 400 OSTRANDER AVENUE 6,610 S.F. X 2 RAINFALL EVENT = LI01.7 G.F. STORAGE REQ.D RIVERHEAD, N.Y. I1a01 DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH TOTAL AREA OF LOT TO REMAIN 17650.0 S.F. (3) 5'0 x 10' DEEP D.W. PROPOSED = 1266.6 G.F. STORAGE PROVIDED f - -- - --- - - - - NOTES $ SFE(f,I F I GAT I ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY AE35RE Y I AT I O I S IT 15 THE CONTRACTOR'S RE5PONSIBILITY TO KEEP THIS CONSTRUCTION COCUMENT BINDED 1. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 4 BETTER (Fb = 8'75) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXI5TIN6 FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 AL50 THE CONTRACTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. __1 BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED;KITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 8" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR GENERAL GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM, VIRGIN, UNDISTURBED SOIL Q 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE R:EQUIREMENT5 OF THIS DOCUMENT BLDG. _ BUILDING K KIPS (1000 LB5) M I. NO WORK TO START UNTIL APPROVED FLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARN5 CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. SPEC.'S MANUFACTURER'S SPECIFICATIONS W APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THI5 P5 FORMAT, AS I Ili 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOCTIN65 TO REST A MIN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF MAX. MAXIMUM -j (13 4. AT FLUSH FRAMING USE Ib GAGE METAL JOISTS HAN6ERS BY TEGO OR OTHERWISE NOTED ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING C'') STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MECHANICAL Q �_. N PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMP051TE LUMBER, 5. WALLS TO BE POURED CGNCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Lf) 5. MINIMUM, DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL -11 � � O A ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALL5. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE clLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM r AND AUTHORITIES HAVING JURISDICTION. r- O RULES SPECIFIED IN 1.1 THROUGH I.B. UNTIL I TIER OF FRAMING IS IN PLACE. G.J. CEILING JOIST NAVD88 -][NORTH AMERIGAN VERTICAL DATUM OF Ici88 _� - O 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, _ � 4. ALL ONNER/ OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, -1. FOOTINGS TO BE POURED CONCRETE OF 51ZE 5HOWN ON DRAWIN65. •t N �. O OF THE OWNER/SUILDER COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE � INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O C � Z d' -i. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE &RADEMARK OF A LUMBER 6R.ADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAN POCKETS, UTILITIES, ETC. TO BE FILLED O_ .� r- 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. GOUT. CONTINUOUS O.G. ON CENTER �, X •Y N SHALL BE CLARIFIED WITH THE ARGHITEC'�T/ENOINEER BEFORE PROCEEDING O U i WITH THE WORK. 8. MIN. HEADER TO BE (2) 2"xIO" UNLE55 OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C DBL. DOUBLE OGG. OCCUPANCY m &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR �{. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. OO a. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE 6R.ADIN6 AGENCY WHICH COMPLIES WITH THE b. NO DEVIATIONS OR CHANGES TO THE STRUCTURAL SYSTEM SHALL BE MADE PT REQUIREMENTS OF U.S. DEPARTMENT OF GOMMERGE P520-aq. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION C N O M UNLE55 APPROVED BY THE ARCHITECT/EN61NEEiR. Q O 2 O DAYS OF 4,00o P.S.i., U.O.N. f DIM. � DIMENSION P. GONG. POURED CONCRETE '1. CONTRACTOR To VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR 5HEATHIN6 SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET ON PAGE 6-005. GENERALLY, SHEATHING IS OF 1/2" THICKNESS ON WALLS AND THE PROVISIONS OF ANSI/ALT. A I ci0.1 STRUCTURAL GLUED LAMINATED 11. GONG. 5LA55 TO REST ON MIN. OF b" FINE GRAVEL OR SAND WITH BEFORE THE START OF FRAMING ROOF AND IS OF GDX GRADE, UNLE55 OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER D.J. DECK JOISTS PL. PLATE 5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIR.EMENT5 WHEN EA. EACH PLYWD. PLYWOOD APPLICABLE. 1.3. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. q. DO NOT SCALE DR.AWIN05, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM P5055 ELEV. ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4' THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - A. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. EQUIP. � EQUIPMENT REQ'D � REQUIRED w CERTIFICATES, CERT. OF OCCUPANCY OR. COMPLETION AND U.L. APPROVAL DOCUMENT, THE 60VERNIN& BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER L. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIOHT5 AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM PERMISSION FROM THE ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2„ ABOVE FINISH GRADE. F.A.I. � FRESH AIR INTAKE R.R. � ROOF RAFTER �+ 12. THE ARCHITECT IS NOT RETAINED FOR: SUPERVISION OF THE WORK AND I5 A57M V5456 STANDARD SPECIFICATION FOR EVALUATION OF ■�■ RESPONSIBLE FOR DESIGN INTENT ONLY. 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE 16. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES FAR FLOOR AREA RATIO STL. STEEL 0 EXCEED 8'-O" AND AT EVERY 6'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40°F AND FALLING, UNLE55 APPROVED BY ARCHITEGT/EN&INEER. NO 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE AL50 PAGE F.A.V. FRESH AIR VENT S.V. SMART VENT 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL &-004. 1.5. PREFABRICATED WOOD TRU55E5: ASSEMBLIES USING PREFABRICATED 1"1. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY TIMES. AT THE COMPLETION OF WORK, THE S REASONABLY SHALL REMOVE ALL WOOD TRUSSES SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED ■■�• RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN CLASS AND LEAVE WORK I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIREMENTS AS BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE Ia. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALLS AND FF ELEV. FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS j CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DEVON DRAWIN65, WHERE EVER APPLICABLE. r 15. THE CONTRACTOR SHALL CARRY WOR:KMAW5 COMPENSATION AND GENERAL I'l. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PA6E5 0-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. F.J. FLOOR JOISTS THK. THICK C LIABILITY INSURANCE. ALL SHALL COMP'-Y WITH STATE AND LOCAL CODES Iq. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A AND ORDINANCES. Ia. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE J015T AS PER CODE. 1.6. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROTECTIOS 6" ON EACH SIDE OF THE FOUNDATION WALL. I FOUND. FOUNDATION T.O.W. TOP OF WALL GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK - < ■F Ib. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM 057 SPECIFICATION FOR GYPSUM LATH, OR ASTM C-I01 CONCRETE 5LAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORGIN6. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr IF I TREAD THE 5UB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPEGIFIGATION FOR GYPSUM SHEATHING BOARD. COMPLETION OF PROJECT. la. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND 5TRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL I 0. W AS PER PAGE 0-003. 1.1. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID b SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16" WIDE x 8" IT. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP d 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLE55 OTHERWISE NOTED ARCHITEGT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. 0 AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OGGURS, FIELD FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARI51N& OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LO55 OR EXPENSE (A) ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL 2 IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO I. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGI$L'E PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. I HOLD DOHN 11 w/ WITH MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INGLUDIN6 THE L055 OR USE RESULTING THEREFROM).(B) 15 CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER WD. WOOD - < WHOLE OR IN PART BY ANY NEGLIGENT ACT OR OMISSION OF THE ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (252) PERFORMANCE STANDARD FOR RECEIVE CLARIFICATION FROM ARCHITECT/ENSINEER PRIOR TO PROCEEDING. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE GORE HNGR HANGER ZR ZONING RESOLUTION EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHO5E ACTS ANY OF THEM MAY 5. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAWINGS. 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REOAR:DLE55 OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEU5ER TRUS JOIST 2.OE MICROLLAM LVL STOCKPILE TOPSOIL OBTAINED FROM 57RIPPIN6 DRIVEWAY AND BUILDING HOR. HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. GEOR6IA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND SITE. STOCKPILE ALL EXCAVATED MATERIALS. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INGLUDIN6 P5L (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOGk:WORK, FRAMING, NAILING, PLACING A. WEYERHAEUSER TRUS JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT IS UNSUITABLE OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. I }�' TO BE SURE THEY ARE IN ACCORDANCE WITH THE DR.AWIN55, 5PE y��CIFICATION5, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I`ISULATIOI�l $ FENESTRATION REQUIREMENTS APPLICABLE CODES AND GOOD PRAGTIGE. DEVIATIONS FROM THE DRAWIN65 22• I-JOI5T FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE 60VERNIN6 BUILDING CODE, AUTHORIZATION OF THE ARCHITEOVENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.8.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY PROPOSED DESION CODE PRESCRIPTIVE VALUE 19. THE CONTRACTOR SHALL BE RE5PON51BLE FOR ANY SHOP DRAWINGS R.EQUIREMENT5 AS SET FORTH IN THE MANUFAGTUR:ER'5 CODE GLASS WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NYSEC(:,C) COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. 1. ALL &LASS TO BE INSULATED LOW-E, UNLESS OTHER.WI5E SPECIFIED. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. 6LA55 DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER U-VALUE = 0.25 MAX.U-VALUE = 0.32 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA A194.1 GELLULO5IG FENESTRATION U-VALUE MAX.AIR LEAKAGE - 0.50 GFM/5F YES NHI CH INTERFERES WITH NEW CONSTRUCT ON IN A WORKMAN LIKE MANNER.CONTRACTOR T REMOVE B RELOCATE REQUIRED ALL EXISTING WORK EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM 0205 STANDARD SPECIFICATION FOR CLEARANCES ARE PROVIDED. AIR LEAKAGE = 0.3o GFM/5F PER R402.4.3 d TABLE R402.1.4-CLIMATE ZONE 4 WHIN IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE GELLULOSIG FIBER INSULATING BOARD. HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 5. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY &LA55 UNIT INSTALLED " GEILIN6 R-VALUE R-26 FOAM SPRAY INSULATION NV MIN.R-VALUE - 49 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURERS Ib.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, R-21 BATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES SPECIFICATIONS, UNLESS NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE R:EQUIR:EMENTS OF U.S. UNLESS OTHERWISE NOTED. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I EXTERIOR(211XV)WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE - 20(CAVITY) 22. PROVIDE FIR:EBLOCKINS AS PER NEW YORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 259b OF THE ACTUAL DEPTH. BORED (PS- I), THE 60VERNING Bl'ILDING CODE, AND ANY ADDITIONAL 4. ALL 6LA55 UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH FRAME WALL R-VALUE (R=WINCH)W/R-II BATT INSULATION PER TABLE R402.1.2-CLIMATE ZONE 4 YES HOLES SHALL NOT EXCEED 40% OF THE ACTUAL 5TUD DEPTH AND THE EDGE MANUFACTURER'S SPEGIFIGA-IONS. 23. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY REQUIREMENTS AS SET FGs:TH IN APPLICABLE GORE EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/8' TO THE EDGE OF THE STUD. MIN R-VALUE - 19 YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED A5 PER NEW PORK STATE FLOOR R-VALUE R-30 GATT INSULATION �P�TABLE R402.I„2-CLIMATE ZONE 4 COPYRIGHT PROTECTION ACT OF 1�I90 (AWCPA), WHICH HAS SEVERE PENALTIES. ENERGY CONSERVATION CONSTRUCTION CODE. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL GOMPLIANGE.STATEMENT 25. FOR NEW WALL5, A PERFORATED 5HEAR WALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. b. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 6LA55 DOORS, WINDOWS, OR TO THE 5E51'OF MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFIGATIONs ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF 6LA55 UNIT WHEN WITHIN b" OF AN EXTERIOR SURFACE. COMPLIANCE WITH THE DODO NY5 ENERGY CONSERVATION CONSTRUCTION GODS USING CHAPTER 4 ERE]. ADAPTED FROM STANDARD FOR HURRICANE RE515TANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-003 $ 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/A5ME B 15.2.1 SQUARE AND u2 CONSTRUCTION;557V 10-qa AND 2015 5113c' HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE 5HEATHIN6 (ANY NAILING H HEX BOLTS AND SCREWS (INCH SERIES). "i. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL 5UPER5EDE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. w I. A CONTINUOUS LOAD PATH BETWEEN FOOTIN&5, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAO SCREWS: LA6 5CREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ 2 FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. 5HEAALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS d MANU. SPEC.'S). A5ME 5195.2.1 SQUARE AND HEX BOLTS AND 5GREW5 (INCH SERIES). 8. ALL 6LA55 I5 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. &LA55 0 R.W 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC SHALL 2.2.3. TRU55 METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE R.EQUIREMENT5 OF AN51/TPI I NATIONAL DESIGN a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH w BE USED IN ACCORDANCE WITH MANUFACTURER'S R.EGOM�IENDATION5. WOOD P05TIN6 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 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 3. METAL PLATES, CONNECTORS, 5GREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS d A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S GORE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/ (2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, w AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR, L16HT AREA, VENT AREA, AND EGRE55 < 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. IV' GAGE ARE SPECIFIED, MINIMUM A5TM A653, 5TR:UCTURAL QUALITY, REQUIREMENTS. - 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MA50NRY CENTERED ® POSTING, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL 'r �LE �301 '7 PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR P05TINO 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 4 OEOORAPHIC DESIGN CRITERIA AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEAR.1NALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTUR.ER'5 TEMPERED 6LA55. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD 5HEARA ALL HARDWARE (w/ NOTED VALUES) a ANCHOR BOLTS, CODE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 8" LONG II. EXTERIOR GLAZING SHALL BE PROTECTED FROM RNE DEBRIS. GROUND SNOW LOAD 25 LBS RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/ 6" RISE 4w/ (2) 5/4"m BOLTS THROUGH CENTER LINE OF VERTICAL LE65 2.2.5• NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUUIREMEIREMENTS OF THE LARGE ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC. SPACE AND ATTACH TO EACH PAIR OF SET 6" DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. SPEGIFIGATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF 1. OA AOE AND ASTM E O NI MODIFIED TI 20HA NY5 ET STRUCTURAL MEMBER BA510 WIND SPEED 150 MPH �� E ��E U E RAFTERS. SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION �� 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE R.EQUIR.EMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR SHALL MEET THE REQUIREMENTS OF THE C70VERNINO BUILDING CODE AN51/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 48" AND EVERY MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH IN/ NO FINISHED CEILING ATTACHED To RAFTERS SEISMIC DESIGN CATEGORY B A THICKNESS OF NOT LE55 THAN " AND A SPAN OF NOT MORE THAN 6' 5HALL Ib" WITHIN 4' OF EXTERIOR CORNERS. ASPHALT ROOFING 5HINOLES 2.21. SCREWS: SCREWS SHALL COMPLY WITH AN51/A5ME B I8.6.1 I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR HALLS d PARTITIONS H/I80 WEATHERING SEVERE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5HINOLE5 OR APPROVED EQUAL. WOODSGREWS (INCH SERIES). . ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 1815 LAUREL AVENUE To THE FOUNDATION OF T" AND DATI WASHERS. AON WITH ANCHOR BOLTS HAVING A MIN.B B 2OLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS d PLASTERED GEILIN65 L/360 '-IUM OF ONE ANCHOR BOLT SHALL BE 3'-O" SOUTHOLD, N.Y. 11971 PROVIDED WITHIN b TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY 6AF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF '(" IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE To 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE ION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL AL MEMBERS L/240 TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL. BE LOCATED WITHIN 12" OR CORNERS LINE. B 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ON THE BUILDING. DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' ON CENTER. I. ALL MECHANICAL CONNECTIONS SPECIFIED AS "51MP5ON" MAY BE EXTERIOR WALL5 W/ PLASTER OR STUCCO FIN15H H/360 ICE BARRIER R:EQUIR:ED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. P�UMBINO GENERAL NOTES CONSTRUCTION.ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALL5 - WIND LOADS W/ BRITTLE FINISHES L/240 ENERGY TABLE 1. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING IS TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. SYSTEMS TO NY5 PLUMBING CODE AND NY5 DEC R.E&ULATION5. TO 20M NATIONAL ELECTRIC CODE, NFPA-70 AND 2020 NEW YORK STATE SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTR.UGTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR 5HALL CONTACT ARCHITECT IF ANY 3. ALL WATER PIPING HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION COMPLETION OF WORK. 6. CORROSION RESISTANT II GAGE ROOFING NAILS AND 16 GAGE STAPLES ARE LOADING VALUES ARE LE55 THAN WHAT IS SPECIFIED BY "SIMPSON„ AND AT BASE OF VERTICAL HASTE PIPES. PERMITTED 3. 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 I/8" PER 57RUG7URAL DES I CAN LOADS PAGE: - GENERALLY, VERIFY OR PROVIDE HARD WIRED "I. 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, UNLE55 OTHER WISE NOTED: - DISH WASHER............................ 2" USE 11 LIVE LOAD DEAD LOAD - 8. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE T 5 5T G O ••••••••••••• A. EACH SLEEPING ROOM - KITCHEN SINK .............2" THE SEALANT TO UPLIFT FORGES USING ASTM D 6381. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ORY...............................................2- LAVATORY EXTERIOR BALCONIES 40 psf 15 psf OOZEVW B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED -- L LA R/TUB 2" AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS (GENERALLY THE HALLWAY) 'i. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - TOILET........................................................3" ARCHITECT - LAUNDRY .................................................21, DECKS 40 psf 15 psf G. EVERY LEVEL OF DWELLING - FLOOR DRAIN..........................................3" DATE: 01/19/24 2 OF 19 (BASEMENT, FIRST FLOOR, 8 SECOND FLOOR, ETC) GYPSUM WALL BOARD PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN 8. ALL CONNECTORS SPECIFIED A5 A SIMPSON TOP MOUNTED BEAM I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH E SUBSTITUTED ITUTEDS LISTED ABOVE. THROUGH ROOF. CODES AND REFERENCE STANDARD_ I. ALL NEW WORK PERFORMED SHALL CONFORM To THE 2020 NEW YORK ATTICS WITHOUT STORAGE (MAX CLEAR HOT( 42") 10 psf 15 psf MECHANICAL, FUEL SAS: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6, UNLE55 1. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN Q STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 OTHERWISE NOTED. WATER RESISTANT (W.R.) AT BATHROOMS AND WHERE DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 4211) 20 psf 15 psf e-r I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. T,> - '' " ®, NY5 MEGHANIGAL CODE AND FUEL 6A5 c:ODE a" . -. lK %' .: x, 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf %C- ,,`, �' 3. 5/8", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALL5 INSULATION 8. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED CONNECTIONS OF P p 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 8 EQUIPMENT SHALL BE LISTED, I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTIO4. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME 0 /.... ` D� LABELED, d INSTALLED IN ACCORDANCE: w/MANUFACTURER'S SPEC.'S d CODE. (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET !yr 1,,,. ;'•{. IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUGIN6 FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 3 PAPER ASSOCIATION 5LEEPIN& ROOMS 30 psf 15 psf C ,.•7, r EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AFSPA) AMERIGAN WOOD COUNCIL (ANC). " I c-; l 3. ALL FUEL GA5 5PAGE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. SHALL BE EQUIPPED w/FLAME SAFEGUARD DEVICE WHICH 5'-NUT5 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 5TAIR5 40 psf 15 psf *? SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT L16HT IS EXTINOUI5HED. 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND ED6E5 SHALL BE WALL5 FROM 6" BELOW GRADE TO 24" BELOW 6RADE IF DESIRED BY 10. APPROVAL AND IN5PECTIDN IS REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING CODE. / l'1 TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf �.A L, ,` -' 4. SUPPLY 8 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED FOUNDATION WATERPR.00FIN6. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE ` .•y ,�._'.+ COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. ��, 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING GORE. MECHANICAL CODE AND DODO NEW PORK STATE FUEL OAS CODE. a TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): 3. &ENER.ALLY, UNLE55 NOTED OTHERWISE, INSULATE AS FOLLOWS: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC 0gn I ''b "" 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ROOF LOADING (LIVE = &ROUND SNOW LOAD) 25 psf p � _. ALL OPENINGS. - cl R-50 FOR FLAT GEILIN&S NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201'7 NATIONAL ELECTRIC p I5 psf FOR LATH. DUCTS 3"O d GREATER, LOCATED IN ATTIC: R-5 - 5.25" R-50C FOR VAULTED AND CATHEDRAL GEILIN65 CODE, NFPA?O AND 2020 NEW YORK STATE ENERGY CONSERVATION DUCTS UNDER 3"O, LOCATED IN ATT'G: R-6 6. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 12. PER NYS PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE GON5TRUGTION CODE. .1 L__� DUCTS 3"(P d 6R.EATER, OTHER PORTION OF BUILDING: R-6 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WATER CLOSET CONNECTION.WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE "ALL STRUCTURAL DF-510N CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER V-0, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASGE 1-Ib (MINIMUM DE51ON LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOL.DONN DETAILS T`rF I GAL NAIL NO/STRAFF I NO RE0U RE1MENTS FOR FASTENING sGHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER U I L. I FT, SHEAR, $ LATERAL Y �I NL/ RF-S ST ANriE NOTE: THIS SCHEDULE DOES NOT INCLUDE NAILING FOR METAL FRAMING STRAPS ' SUBSTITUTIONS MAY BE MADE WHEN LOAD CAPACITIES ARE MATCHED (SEE PAGE 0-005 FOR STRAPPING AND NAILING REQUIREMENTS, AND ROUGH OPENING FRAMING REQUIREMENTS) < , "ALL STRAPPING TO BE V4"x 20 GAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE �U5E loci NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 201a WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) OW W HOLDOWN 'A' HOLTDOWN 'B' DESCRIPTION FASTENER SPEC. FASTENER -j CONNECTION A NAIL_ I�tC CAR I I� AND QUANTITY SPACING Q N FOP,OUNDATIONSEXIST AT RAFTER TO RIDGE ROOF I$ GF I L I NO FRAM I NO I:))N � p 1.DIM's ARE ALL MIN.#'s BASED ON USE OF ONLY A 16d 6 (� ENDWALL CONNECTION: COMMON NAIL w/o PREBORED HOLES. ENDWALL 211 RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 0-003 PER RAFTER 'E N >- O (5) 2x FULL (5) 2x FULL CORNER STUD .-^ "-- �^ 2.WOOD 15 ASSUMED TO BE D,F,#2 d BTR. IN DRY USE LO i HEIGHT STUD-,,,," HEIGHT STUD CONNECTED TO '" FOR STRAP - 3 a d* COMMON R.R. 2" SERVICE C r- z 4 CORNER STUD TRANSFER SHEAR NAILS a EA. END OF STRAP. CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER JOIST 0- .� �- ONNECTED TO 5.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL > O -'4 N TRANSFER SHEAR FOR ROOF SLOPES UNDER 5:12 WITH N — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL C L) 'SIMPSON" HDQa • • • • ' • • • fir HOLES,ser NEW MEMBER. GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-003 EACH LAP p m :3 CO HOLDOWN ANCHOR ® 2-Ibd COMMON 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER, • O LOCATIONS NOTED NAILS ® b O.G. $ • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED NAILS ® b" O.G. d USE 4 .5 d COMMON NAILS a EA. • • GEILIN6 JOIST LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP C N cu 10" O.G. IF BLOCKED ON PLANS 10' O.G. IF BLOGKE �'-•.,, ,..•� • • p CC CORNER POST -- END OF STRAP. G.J. G IE5 �" 5.SEE SECTION 6 FOR ANY REO T TO CLINCH THE NAILS(TO Q r- a. G O CORNER P05T T6RAPHIG BELOW)E END OF THE NAIL TO A c10* ANeLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PACE 6-005 PER TIE "SIMPSON" HDQa ° THE ABOVE ASSUMES A RAFTER HoLDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS 6.DIMENSIONS ARE DERIVED FROM THE PIK COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END LOCATIONS NOTED OF 24" O.G., INCREASE NAILING BY A SECTION 12.4-PLACEMENT OF NAILS d SPIKES d TABLE ON PLANS FACTOR OF 1.5. GR 4-I. RIM BOARD To RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAMING HOEDOWNCONNEC71 ON:INSTALLATION OPTIONS: r,,..-�'""�•�~• FOR NEW P. GONG. FOUND.'s FOR STRAP - 3 8 d* COMMON NAILS ® EA. 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMON I PER FOOT HOEDOWN CAST IN PLACE w/7/b"� THREADED ROD • • END OF STRAP. . • �°"� ' " TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST, P. GONG. OR NEWLY GURRED FOUND.'s * . sEe WHEN IN TOWN OF ISLIP OR NAILING I �d 7/5"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN • • CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� 8) • • MAX. NAILING GRID ABOVE UTILIZE • • STUD TO STUD (PAGE-NAIL) 2-Ibd COMMON 24" O.G. ADHESIVE), d FOR TEMP.'S O°F-40°F USE 'SIMPSON" AT I 5IMP50N #H2A (OR EQUAL) RAFTER TIE (HIGH STRENGTH ACRYLIC ADHESIVE) �`'-- HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDOE5 8 d ="'`---•.... FOR EXIST. /NEW FOR TOENAILING - 3 COMMON NAILS G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP 2 COURSES SOLID B CAST IN PLACE HOLDOWN USE SAME w/7/8"� THREADED ROD CONNECTION ••"""••--•......_•�-,�• FOR G.J. TO R.R. - a I6 d COMMON NAILS REGUIREMENTS FOR ---- _• BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON i� PER FOOT RAISED G.J.'s (WHEN AT G.J. TO G.J. CONNECTION: U APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW _ :]ENDJOIST, or BLOCKING (PAGE-NAIL) HOEDOWN 'G' HOEDOWN 'D' 2 Ib d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING .® FOR NEW B EXIST. FOUNDATIONS FOR NEWLY POURED GONNEGTION GI 1$ G2 * JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER J015T n, FOUNDATION ® ONE STORY ONLY Ilk W (5) 2x FULL ENDWALL # BRIDGING TO JOIST (TOE-NAIL) 2-5d COMMON EACH END HEIGHT STUD CORNER STUD ONNEGTED TO BLOGKIN6 TO JOIST (TOE-NAIL) 2-5d COMMON EACH END "SIMPSON" HDQa TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY (3) 2x FULL � co,2 * TO STUD CONNECTION: BLOGKIN6 To SILL or HOEDOWN ANCHOR ® - ° . 2-Ibd COMMON HEIGHT STUD '' • TOP PLATE (TOE-NAIL) 3-Ibd COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 8 -~- ON PLANS O.G. IF BLOCKED CORNER POST G I f FOR STRAP - 3 8 d* COMMON LEDGER STRIP To BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST C NAILS a EA. END OF STRAP a J015T ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR r 2-Ibd G M N BELOW - �2 I6 d COMMON NAILS BAND JOIST TO JOIST (END-NAIL) 3-I6d COMMON PER JOIST E NAILS ® " O. BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON I PER FOOT * ROOF SHEATH I NO STRUCTURAL PANELS: ° INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD a "SIMPSON" ST DI4R CONNECTION DI 4 D2 I SOLID PERIMETER EDGE ZONE a ad COMMON roll EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: BLOCKING® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO q" RAKE OVERHANG FOR NEW P. GONG. FOUND»is -^'""• HOLDOWN CAST IN PLACE w/7/8"� THREADED ROD .•- ''"�� ITT FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s +*► AT STUD TO FLOOR ASSEMBLY TO SILL GF I L I NO SHEATH I NO 7/a"0 THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO PLATE(S) CONNECTION: DZ CONCRETE w/ "51MPSON" SET (HIGH STRENGTH EPDXY ;7 1/2" MIN. I 6YP5UM WALLBOARD 5d COOLERS 't" EDGE / 10" FIELD FROM ADHESIVE), 8 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT CORNER # FOR STRAP - 3 a d* COMMON NAILS a EA. (HIGH STRENGTH ACRYLIC ADHESIVE) OSPEGIFIED ON D� * END OF STRAP (WRAP STRAP UNDER SILL PL) WALL SHEATHINO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID 6 CAST IN PLACE HOLDOWN • o FOR EA. PLATE TO STUD ABOVE B OR BELOW - w/7/a"V THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON 6" EDGE / 12" FIELD ° ALTERNATE CONFIGURATION - ABOVE STUD TO / N ° FLOOR CONNECTION w GYPSUM WALLBOARD 5d COOLERS 7" EDGE 10" FIELD / # LPT4 SIMPSON (OR ••. - STRAP w/(3) ~ NAIL. I N O/S TR Aim F I N O Jul I N O Val/D®O R HEADER �` ° STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES ___~ _� 8d MAILS m EA.END OF EA.STRAP TO EA.J015T-(FOR FLOOR SHEATH I NO (SUBFLOOR) o ALTERNATE USE NOTATION: SIMPSON H25A) 0 CONNECTION E STRUCTURAL PANELS: A - NUMBER OF Sd NAILS ® EA. END OF STRAPPING (2015 WFGM, TABLE 3.7, P. laq);WHEN STRAPP NO ad COMMON ro EDGE / 12 FIELD REQUIRES OVER 14 NAILS, USE SIMPSON C516 5TRAPPING (OR EQUAL). �..----""" - I or LESS: 11 11 � B - NUMBER OF SILL STUDS-ON FLAT (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255, P. ql) -`" GREATER THAN I": lod COMMON 6" EDGE / 12" FIELD G - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (2015 WFGM,TABLE 5.23C,P. 2q ✓ ~�~� ALTERNATE AS PER TABLE 5.250,P. 2013) ' * - 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 AT STUD TO FLOOR ASSEMBLY TO SILL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL 5HEATHING NAILING 15 REDUCED. Q (2018) WFGM,TABLE 5.7,P. Oct) PLATES) CONNECTION FOR EXAMPLE, IF WALL 5HEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK STUDS ® EA. END OF HEADER(201b WFGM,TABLE 5.22F,P. 2ba) SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED OR F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. IDE °< n SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.b, P. I9I) ,,�. : a,. ° °°, n a 2 - WHEN WALL 5HEATHIN0 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: B E �`''-•�. ° FOR STRAP - 3 a d* COMMON NAILS ® EA. s NAILS SHALL BE PERMITTED To BE REDUCED To I-16D NAIL PER FOOT. FOR ROOF SHEATHING W F WITHIN 4 OF THE PERIMETER EDGE O THE ROOF, INCLUDING 4' ON EACH LAUREL AVENUE F FASTENING SCHEDULE B ~ ~ w� as g°= END OF STRAP (WRAP STRAP UNDER SILL PL) - SUSEIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS w ~'"�-••. a - FOR EA. PLATE TO STUD ABOVE 4 OR BELOW -(IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) J /�6 d COMMON NAILS ®� `°4' A NOTATION S I ONAOE FOR TRUSS TYPE PRE-ENOI NEERED ROUGH P` B G D E F 6 WOOD, AND/OR TIMBER GONSTRUGTION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1815 LAUREL AVENUE 2'-O" 3 I I I I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-0" 6 I 2 2 2 2 �j�lL I �I I�I0/-' ® T® �1� /l T OASLE FNDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE I' BRAGINO/STRAPPINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" � I 3 3 3 3 (5) - REQUIRES SILL PLATES OF 2"xb" (MIN) TOP PLATE BLOCKING 2 FOR RAKES 12"OR HOLDOWN ANCHOR BOLT ROVI b'-o" I2 2 3 4 4 4 SPLICE FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES BAG - TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK Is BLOCK N6 aP 2"ODG. CONSTRUCTION TYPE DESIGNATION SHALL LENGTH 4'-0" D.G. TOACHEIVERAKEO.H. BE 'II", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS 10'-0" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY 5LA5 ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE Ll THE STRUCTURE UNDER SECTION 602 OF 12'-0" I6 2 5 6 6 (o BUILDING MINIMUM SPLICE',2A'' BUILDING MINIMUM SPLICE'�a` THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-072'-6ll 12'-0" 3'-O" OF EA.STRAP roll DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I /� iro'-o" 3'-0"/51-q" I6'-o" 4'-011 ATTIC PRE-ENGINEERED WOOD, OR TIMBER s ANCHOR E3OL7 SPE� F I GAT ONS CONSTRUCTION AS FOLLOWS: ■ 20'-0" 4'-0"/5'-O" 20'-0" 5'-O" - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS $ BEAMS roll-t2" SPECIFICATION (2015 WFGM TABLES 3.2A 43.28, P. 157-I60) 24'-0" 4'-0"/5'-0" 24'-O" 6'-0" BACK® 4'-0" D.G. - "R" = ROOF FRAMING CORNER sq" -CONDITION FOR ALL STRUCTURES: / / 3 0 F 19 - FR FLOOR ff ROOF FRAMING DATE: 19 24 .• • 5/a",P ANCHOR BOLTS a 31" O.G. 2b-O 5-O /6-3 2a-O 7-O il iv 52'-0" 6'-O"/T'-b" 52'-0" SECOND FLOOR NOTES: I.TABULATED SPLICE LEN&THS ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-16d NAILS PER FOOT.FOR SHORTER SPLICE LENGTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" b'-O"/10'-O" 40'-O" II'-O" A • ��' I. MIN. 7" EMBEDMENT INTO CONCRETE BLOCKING 2 BAYS PROVIDE AN EQUIVALENT NUMBER OF NAILS NN LJ END C I w/ 3 SQUARE WASHERS AND END NUT SETUP; BACK® 4-O' O.C. CONDITION 15" EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE TABULATED LENGTH5 A55UME A BIUILDINO LOCATED 50-OII 10I-OII/I2I-611 50I-OII 131-011 TYP. STRAP w/(5)ND = TOP TWO COURSES SOLID ad NAILS EA. END STROKE 4(. N T 3.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" I2'-O"/IS'-O" roO'-O" Iro'-O" OF EA. STRAP .fl HEI6HTS FOR OTHER WALL HEI&HT5,H,THE TABULATED UNIT TM� 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/8; -� PLAN DIAGRAM OF ZONES " I FIRST FLOOR OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WAIJ_HEIGHTS MULTIPLY THE ABOVE 70-O I4-O 70-O' ��, NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR _ " (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 12 a0'-O" 22'-0" FROM ENDS AND CORNERS (TWO a CORNERS) q'wALL- I.I25 REFLECTIVE REFLECTIVE (SEE DIAGRAM TO LEFT) 1O'WALL- 1.25 11'WALL- 1.515 BLOCKING 2 BAYS RED PANTONE WHITE 12'WALL- 1.5 THI5 COLUMN w/MULTIPLIER BACK® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS FOR 10'-0"WALL 4.TOP PLATES SHALL BE A MINIMUM OF STUD&RAVE MATERIAL MISCELLANEOUS FRAMING GRAPH I GS GONTI NUOUS BUILT-UP G I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REQ'D FOR FRAMER TO HAVE A F I REBL_OCK I NG FOR FL.ATFORM J�IOOD RAM I NG WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [ANC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [le. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVANT PORTIONS OF THE RE51DENTIAL CODE) BETWEEN 1/6 CONNECTION 4 1/4 OF A WHEN GIRDERS MADE UP OF JOISTS NAILED a DESCRIPTION TOGETHER SIDE B SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE 5.)PPORT5, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES 0 NON-LOAD BEARING WALL OFFSET FROM SUPPORT A (2)Rows IOd NAILS m 12"O.C. MAX'52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER A5 FIRE-STOPPING. Ill THE SPAN LENGTH FROM AN INTERMEDIATE • I 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W Ill STUD SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE SERVES AS FIRE5LOPPIN6. J STUDS SUBFLOOR B (B)ROWS IOd NAILS m 12"O.C. p THAN ONE THIRD T-IE TOTAL NUMBER, ARE TO BE (2)ROWS 1/2" P BOLTS m 12"O.G.STAGGERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME GONSTRUGTION: THE SOLE AND DOUBLE N /SUBFLOOR C TWO-PIECE Q DBL.• ENDS PLATE SERVE AS FIRESTOPPIN6. Lo SOLE PLATE BUILT UP GIRDER P MAX.32° NAILING: 4. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE D (2)ROWS I/2" m BOLTS m Ib"O.G. r SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE r O SIDE WITH IOd NAILS TWO NEAR EACH END OF JOIST SERVES AS FIRESTOPPIN6. E (2)ROWS I/2" A BOLTS•24"O.G. : BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE $ 5. FIRESTOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING '� N �; O F (� �N�18"STRUSSGMEMBER ws• 12"O.C. 4 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL ! OR OF NONCOM-BU5TIBLE FILL. O C � z 4 LINE; OR 61RDER5 ARE TO BE NAILED FROM EACH G (2)ROWS 5-5/5"TRUSSLOGK SCREWS m Ib"o.C. �' SIDE w/ IOd NAILS,TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE N X (V SCREWED ON(1)SIDE OF MEMBER JOIST, OTHERS STAGGERED w/ A DISTANCE OF 52" AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN > O (2)ROW5 S-5/5"TRU55LOGK SCREWS• 24"O.G. BETWEEN NAILS IN A HORIZONTAL LINE. JOISTS SERVE A5 FIRE5TOPPIN6. 0 O m }, r H SCREWED ON(1)SIDE OF MEMBER O + LO JOI5T THREE-PIECE _ '1. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND i— N 0 a--• MAXIMUM OFFSET (2)ROWS 5"TRU55LOCK SCREWS m 12"O.G. BUILT UP GIRDER MAX.s2° THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d O JOIST DEPTH, d 5CREWED ON BOTH SIDE OF MEMBER 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS r O MATCHED SIZE OF BLOCKING NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. SERVE AS FIRESTOPPIN6. Q UNDER NON-LOAD BEARING (2)ROWS O 50TH SIDE SCREWS m Ib"O.G. 4 FIRESTOPPING AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE I BLOCKING SCREWED ON BOTH SIDE OF MEMBER PARTITIONS ® 32" O.G. STUD (2)Rows 5°TRUSSLOGK SCREWS m 24"O.G. BETWEEN I/b OTHERS STAGGERED W A DISTANCE OF NOT MORE 3 5. THE HEADER SERVES AS FIRE-STOPPING. L SCREWED ON BOTH SIDE OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. DOUBLE PLATE 9. TWO-INCH WOOD BLOGKIN6 OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE A55EMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO GE I L I NG BRAG I NG ►OT€ STRINGER TO SERVE AS FIRESTOI IN6. CANTI LE\/EREI2 FLOOR I.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAIL5 AS SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN 6"OR SMALLER FOR THE THREE-PIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND COMBUSTIBLE FLOOR 4 CONNECTION PATTERN 'B'WHEN 10' OR LARGER p FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH t STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- FOUR-PIECE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO HELD IN PLACE BY METAL LATH OR WIRE FABRIC. SUCH P I SOLE PLATE 2"1 CONTINUOUS &ABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR FIRESTOPPIN6 SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR TRU55 THE VERTICAL OPENING 15 SEALED BY PLASTER ON THE GEILIN6 BAND LATERAL BRACE ® b'O.G. BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-5TOPPING SHALL BE JOIST 2) lOd NAILS TRUSS OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED r AWAY BY AIR CURRENTS MOVING UPWARD AND OUT THROUGH NORMAL V G.J. (4! PLATFORM FRAME CON5TRUCTION SHRINKAGE CRACKS OF THE INTERIOR FINISH. PLASTER GEILIN6 ON - NONCOMBUSTIBLE LATH, EXTENDING TO CHIMNEY FACES, WILL SERVE 10)8d A INO PATTERNS FO� SIDE LOADE� BEAt'-15 0c , FLUSH USH 5EA''I/I'S) -LOCATIONS REQUIRUN6 FIRESTOPPIN6- AS FIRESTOPPING. NAILS FIRE- FIRE_ WOOD FIRE5TOPPIN6 FIRE-STOPPING ■ 5TOPPING STOPPING FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR 5IDE-LOADED, J STOPPING 5TOPPING MULTIPLE-PIECE MEMBERS ; JOIST • 5d COOLER NAILS® 10" o.c. NAILED BOLTED' VI illl XN 2"x4" BLOCK NAILED TO EA.BRACE . VERTICAL �BLOCKIN6 2 ROW5 Ibd a ROWS Ibd 2 ROrvs14' 2 BOLTS 2 ROWS)` a,+ w/(4) IOd NAILS COMMON COMMON BOL75�24' BOLTS BOLTS � ,'/'':; ;�, gz.,, . FIRESTOPPIN6 WHEN GYPSUM BOARD 20 o. STRAP ' • oG.erAesEReD° TWO ROWS 12"O.G. THR=E ROWS 12"O.G. <,A GOVTO UNDERSIDE OF m • 12"O.G. • 12"O.G. O 12' O.G. •b"O.G. JOISTS 11, STUD 9 DOUBLE PLATE + 5d COOLER NAILS m 10" O.G. (10) Sd NAIL BEAM SELECTION w/ STD. NAILING 0 0 0 " LOGATION I LOGATION 2 LOGATION 3 LOCATION 4 J015T SHALL BE LOCATED DIRECTLYNOTE: ENDWALL STUDS AS NOTED IN NOTES "7 8 5 0 0 0 0 0 0 0 0 5 NONCOMBUSTIBLE ALTERNATE DENOTES ALT.FOR USE OF DRYWALL SCREWS FIRE5TOPPIN5 LOCATION OVER STUDS, UNLESS TOP PLATE 15 4"m EDGE/12" • FIELD FULLY BLOCKED OF GIRDER I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDG �� WES DOD FIRESTOPPIN6 U. DE510NED TO CARRY THE LOAD 5cREW5#b - VW TYPE W OR 5 FIRE5TOPPING LOCATION 5 LOCATION to2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2" TWO ROWS 24"O.G.STAGGERED TWO ROWS b°O.G. III FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE PULL INTERIOR STUD DETAIL THICKNESS OF THE MEMBER°USE WASHERS UNDER HEAD AND NUT. OO OO OO 0 G OO O O O O OVERLAID ROOF 5.STAGGER EACH ROW OF FASTENERS BY 12". o 0 0 0 0 0 0 0 0 '� I 2"SPACE NOT ATTACHMENT © Y ALLE I 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED \ ® NONCOMBUSTIBLE FIRE5TOPPIN6 S.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIEDFIRESTOPPIN6 TO APPROX.I INCH THICK BOTH SIDE OF THE MEMBER. Fi \ b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR 6"O.C.OR TRIPLED FOR 4'O.C.NAIL SPACING. LOCATION '7 � 5TD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: STRAPPING w/ T.2 ROWS OF Ibd COMMON RAILS(12"OZ)FOR DEPTHS 12'OR LESS 4 bd NAILS LOCATION 5 TOPP1 LOCATION q ® EA.END m R.R. 5.5 ROWS OF Ibd COMMON NAIL5(12"O.C)FOR DEPTHS OF 14",16"4 15". LOCATION 10 FULL WIDTH 2" BLOCKING z0 F- - - lu GONSTRUGT I ON DETAILS I$ WIND LOAD FATH CONNECTION DETAILS TOP PLATE /. Is DRILL 2"0 INTO ROOF INTERSECTION DETAIL DECK FOR.5TRAI IN6IN5TL. NOT TO 50ALE EXIST.OR NEW NEW R.R. SET w/ R.R. BELOW UPPER TOP PLATE LAPS 4' IOd NTINUOUS LOPER TOE NAIL5 NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s ALIGN NEW 4 EX. R.R. AS 5HOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JOI S WOOD JO RooF,R.R. IN LINE CRIPPLE STUD BLOCKING JO I ST HANGE HEADER GENERAL REG2U I REMENT5 FOR CcENERAL REG2U I REMENT5 FOR W IN51ALLATION OF GLIISISHED NAILS INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS j MAIN MEMBER WOOD JOIST `j I w 17� 30" �r JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: ME,.,",/ vIAM.x s APPROX. 500 w/THE MAIN MEMBER 4 STARTED APPROX. Ys THE LENGTH OF THE NAIL FROM THE MEMBER END, LA U R E L AV E N U E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A q00 ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN L®� MEMBER,FOR THI5 APPLICATION, SHALL BE AT LEAST RAFTER 51X TIMES THE DIAM. OF THE NAIL 5. AVOID SPLITT , No MORE THAN :2 TOE NAILS SHALL BETINSTAL ED IN EAINSIDE OF A RAFTER OR GEILIN6 J0157 WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 3 TOE NAILS BOTTOM PLAT BOTTOM PLAT 1815 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 G_HIM. CHASE SECURING © STD. SIDE WALL 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-BEARING WALLS ALTERNATI\/E RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLK'G TO R/L SIDES w/ STRAPPING TO R/L 51DE5) a O PAGE: TOP PLATE ® O -1 m N WIND RE5 5TANT CON5TRUCT 1 ON C C ONNETORS GHIM. CHASE WALL a Z p V CONNECTION LOCATION: PART NUMBER: NOTES: 4 ■ 01% 0 a'° RIDGE-TO-RAFTERS 0520 9 21" APPLY TO EACH PAIR OF RAFTERS 0 z RAFTER-TO-WALL H-7 APPLY TO EACH RAFTER DATE: 01/19/24 4 OF 19 � z ROOF _ O o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER REG2D BLOCKING 1 11 TO AL16N w/STRAPPING a PLATE-TO-WALL STUD 0520 18 APPLY TO EACH WALL STUD o EA. LEVEL ABOVE luN THE FIRST FL. o z w X 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 © 56" APPLY TO EACH WALL STUD FLOOR/GL6. O HEADER-TO-JACK 5-UD C520 © 12° APPLY TO EACH JACK STUD 44 GRI PPLE STUD-TO-HEADER H3 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR SST616 APPLY TO EACH SIDEWALL END ST. FLOOR-UNDER-SILL PLATE G520 WRAP UNDER DOUBLE SILL PLATE (USE A1TH 3 SQUARE WASHERS) 5IDE �11 EW FLAN VI EN . USE THE FOLLOWING OR APPROVED 51MP50N METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I ` ERAL I �50L I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. 56'-0" 20'-0" I EXISTING TO REMAIN WHEN APPLICABLE) a NEW WOOD FRAME (L.G, NEW FOUNDATION WALL 0 -- STL. WHEN APPLICABLE) 4 q N W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL HOOD FRAME (L.G. STL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"x6" STRUCTURAL r { I A 0) POST FOR E" WALLS), U.O.N. r ' \ - - - - - - - - - - - - - - - � I O �00 NEW 2-HR FIRE RATED I I - - WOOD FRAME (L.G. 5TL. O WHEN APPL I GABLE) I - O Lo II I I I I I � OVCV FOUNDATION PLAN NOTES i I I I-I I _(- _......- _-.-. -- -- -._.. - _ - -- _ I-I o . 0 m � A-30 I I i I A-302 O O Lo AS PER COVENANTS 4 RESTRICTIONS DATED 5TH I I a s OF MARCH 2O25: I. ALL UTILITIES, INCLUDINO BUT NOT LIMITED TO I I ( •+ I 4'-8" ELECTRIC, OAS, TELEPHONE, GABLE AND WATER,MUST BE LOCATED UNDERGROUND I • ' 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, 1 EXCEPT THOSE WITH SPILL, OVERFILL AND i CORROSION PROTECTION REQUIREMENTS IN PLACE PROVIDE (2) NEW FURNACES: O I. UNITS BY "REEM" OR APPROVED EQUAL D I I I I I I Q v 2.PROVIDE 4-TON UNIT FOR IST FLOOR "ZONE I +€ ZONE - 0 I I I ( I ( 2";UNIT LOCATED IN BASEMENT Ul 3.PROVIDE 3-TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN T SEE SITE PLAN FOR ..�. ATTIC N PROPANE TANK LOCATION g 4.VENT THROUGH WALL 5. F.A.I. THROUH WALL 6.INSTALL AS PER MANU. SPECS. Q I NEW MECH. AREA: \ I - Lu O 2.MAINTAIN ALL x30 CLEARANCE E14T AS PER MANU. SPEC.'S I \ r _.._.._. _.._ ._ ._.. _. _.._. _.._. _ _ _. _ I ..-J\ 2 I. INSTALL ALL INDICATED EQUIPMEI _ _ _ _ _ _ _ _ _ _ _ _ _ _ � O IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 306.1 \ 2 I •r' ; ..::`'' " I I I I ■ 3.MAINTAIN ALL APPLICABLE VENTING CLEARANCES REQUIRED PER NY5 MG 804. - - - -1 II - - - - - - - - - - 5 4.IF APPLICABLE, DISCONNECT, REROUTE, d RECONNECT \ I I I ® ® U EQUIPMENT TO EXIST. PIPING AS REQ.'D. TYPICAL MECHANICAL AREA NOTES: \ I I ( I I I m - VJ I. FOR WD. FR. FLOOR - PROVIDE I/2" GONG. BD. BY 6 \ I ( ( I I 1 ' v •V/ "DUROCK" (OR EQUAL) 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5" ,D \ I I PORCH ABOVE GYP. BD. UL U505 (OMIT' ON GONG. WALL5) OCL 3. WHEN NEW, INSTALL FURNAGE/BOII_ER AS PER MANU. TYPE "X" 5PEC.'s AND AS PER NY5 MECH. AND FUEL OAS CODE 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT I I I I ► 0- IT CONFORMS TO NY5 MECH. AND FUEL GAS CODE BURIED PROPANE LINE I I I I 002 5 FRESH AIR ICOMB. AIR NTAKE AS PER MANU.FROM EXTERIOR PEG.'s - PROVIDE \ i I 5 I I I ® Q 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL Ago\ EMEROENGY SHUT OFF SWITGH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ - - - - - - - - - - - - - - - - - - - - - -7. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH I 4' O" ,..:. .. . • •.. •'. ' :' ,�. f, � 8 FOR PROPER. LOCATE MEGH. EQUIP. TO ALLOW O ` • : " .., � - r - CLEARANGES AS PER CODE - - - - - - - - - r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� L � q. PROVIDE 3 FLOOR DRAIN IF REN D BY EQUIPMENT d • - - -- - - CONNECT TO SANITARY SYSTEM AS PER NY5 PLUMBING CODE I I 2 10.APPLIANCES JOINED THROUGH A COMMON NATURAL �-q I m 4 5NY5 SHALL COMPLY WITH ALL SECTIONS OF 2020 I i UNDER-FLOOR AREA VENTS I I I O3 NEW VENT w/ MIN. I S.F. NET VENTILATION OPENING PER I ' 2020 IRG R405; INSTALL AS PER MANU. SPECS WITHIN V-O" OF BUILDING CORNERS FREEZE PROOF H05E BIB: I O FASTENED w/MASONRY ANCHORS (PRECISE LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) r ELECTRICAL PANEL: O NEW 200 AMP ELECTRICAL PANEL LOCATION; ALL INSTALLATION A5 PER NY5 ELECTRICAL CODE. OARAOE SLAB BURIED PROPANE TANK: •:' O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK I BASEMENT 2.INSTALL AS PER MAU. 5PEC.5 5.INSTALL MIN. 10'-0" FROM DWELLING, SANITARY k STORM KATER 51TE PLANFOR CTUNSTALLATTIIION ED LOCATIONUTILITY �ES;REFER TO I I I I I I UNFIN15HDEIDI SPACE OO O I I II (I - -I I �O71-O7WATER HEATER NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. F0 IO O 70 PROPANE WATER HEATER (OR APPROVED EQUAL). _ JI 1'-0" WALL 4 � \ � � HGHT.I. VENT THROUGH WALL. UNDER-FLOOR L 3 II I OOm f2 2.F.A.I. THROUGH WALL. VENTILATION z3.INSTALL PER MANU. 5PEC.S FLOOR DOOR NOTE: AREA 2I5 S.F. OgI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT :~ I Y REQ. S.F. PROV. I I I o ON PLANS BY 'JELD-WEN (OR EQUAL). 2.INSTALL S Y T ERMATRU'EPq EXTERIOR AN E!RSEN' (OR EQUAL). CALLED ISHEN I I REQ'D VENT 1.4 S.F. 0.0 S.F. ON PLAN 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. \ i I I Q 4.PLACE DOORS 4' MIN. FROM PERPENDICULAR w WALLS, U.O.N. - - - - - - - - - - 5. INSTALL AS PER MANU SPEC.'S !, �< I UNDER-FLOOR I 6.PROVIDE (2) ZxIO" HDR., U.O.N. I -I. SEE PAGE 6- FOR ALL OTHER ORAL - - - - - - - PROJECT: - - - - J VENTILATION ELEMENTS AROUND DOORS (Tl'P. FOR ALL)) U.O.N. VENT � I 2234 S.F. WINDOW NOTE: F.A.I. iv AREA O I. ALL NEW WINDOWS a DOORS SHALL BE ANDERSEN - I I I I LAU R E L AV E N U E CASEMENT,DOUBLE-HUNG, OR GLIDING (AS NOTED). `t SK REQ. S.F. PROV. INSTALL AS PER MANU. SPEC.'S. 5 1 I '7 VENT I LOT 2.NOTE DOES NOT INDICATE EACH 14EN WINDOW PROPOSED; _ REQ'D 14A S.F. o.o S.F. SEE DESIGNATIONS E WINDOW SCHEDULE. I t� 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "6LA55 WINDOWS5URIED ELECTRIC LINE 6-002. -7 4.ALL CASEMENT WINDOWS TO H ANDDOORS" ONPAGE5ToHAVE STRAIGHT ARM HINGE. - - 2 8 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -r 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 0, " 001 ; PROVIDED:DED: O 4' 6.IN GENERAL TEMP. 6L. SHALL BE P •. 1815 LAUR EL AV EN E U ' - - 4--2" - - - : 6.1. FOR ALL SKYLIGHTS # OPERABLE PANELS OF ". u SWIN61N6, 5LIDIN6, $ BIFOLDDOORS - \ - - - - - - - - - - - - - - - - -I - - - - - --- - - - - - - - - - - - - - - - - - - - - - - - - SOUTHOL®, N.Y. �.1971 6.2. WITHIN IS" OF F.F. I d� _ 6.4. WITHIN STAIRWAYS WITHIN 36" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES ' DRAWING TITLE: 1. SEE PAGE 6-003 OEN FRAMN6 NOTES ON PA6E 6-002 A-502 A-302 POD}{ ABOVE I I ELEMENTS AROUND WATER 5ERV GE LINE L - - I ! PROPOSED FOUNDATION PLAN WINDOWS (7YP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM ' , (2) 2"xIO" HEADER U.O.N. 1 i NEW UP I r..,� - - - - - - - - - - - �,r:.�.° - - - - -- - - - - - - r 8.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER I 0 T} ti NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HE16HT5 _ 1 J. t -J'- LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN-12" ,Jy7 m77. I ABOVFORADEOR THE ADJACENT SURFACE ATTHE BUILDING EXTERIOR. - EGRE55 NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING PAGE: CODE, SECTION R310.2.I;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: \ \ -� - I I r d i (15 RI ® AX. 5. 5" NET CLEAR OFF-NINO........... 5.1 S.F. -g (14J Tr M N. I O NET CLEAR HEIGHT............... 24" MINIMUM 0 '0' NET CLEAR WIDTH................. 20" MINIMUM \ A-1it us' DATE: 01/19/24 5 OF 19 D O N-5EPTIC CONNECTION N SCALE: 1/4" = 1'-O" A9. SEE FACE A- 104 FOR N I NDON DOOR Sr-,,HEIDUL I �' RAL 5"'llr��50L EXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT j� 5b'-0' 4120'-0" 4.'-0" WOOD FRAME (L.G. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) 10'-O" 10'-O" Q NEW FOUNDATION WALL t NEW WOOD FRAME (L.6. L K K W 5TL. WHEN APPLICABLE) W �/ ' NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. STL. P05T FOR 4 WALLS Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL „ Ib'-lo" � � o) P05T FOR 6 WALL5), U.O.N. O WOOD FRAME(LR.G. 5TL. b-o N O NATURAL LIGHT � WHEN APPLICABLE) VENTILATION 0 �_ � Z 4 AREAFLOOR 275 S.F. / Q- •(O X Y cq I-1 k' I-I >' N S.F. REQ. S.F. PROV. A-50 _ - ----- _. - _ ----.__ __-- - - __....___... A-502 00 O m •,�, co FLAN NOTES LIGHT 22•0 S.F. 110.0 S.F. O 4 Lo DOOR NOTE: A/C GONDEN5ER5: REQ D 102 BEDROOM I C 0 m OI. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 11 I. PROVIDE (1) NEW 4-TON Al, CONDENSER BY "RHEEM" Qb II.O S.F. -1T.a S.F. Q 2I5 S.F. m ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 $ 2 - t- 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (I) NEW 3-TON Al, CONDENSER BY RHEEM , ON PLANS BY 'THERMATRU', 'ANDER5EN' (OR EQUAL). OR APPROVED EQUAL FOR TRAY SECOND FLOOR �p CEILING 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. NATURAL LIGHT ; PROPOSED;SEE DESIGNATIONS $ DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND $ PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING VENTILATION ` n' WALLS,U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WE16HT OF FLOOR I A 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. AREA 615 S.F. D N S t b.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS S.F. REQ. S.F. PROV. 4'-3" -_ ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. LIGHT N 15 STAIR # RAILING NOTE: REQ,D 4q.4 S.F. b4.6 S.F. 4 113 OPROVIDE (2) NEW FURNACES: O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI $ MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL VENT 24.1 S.F. 6a.0 S.F. _ 114 / ♦ ■ Tr - RISERS SHALL BE OL05EM 2.PROVIDE 4 TON UNIT FOR 15T FLOOR "ZONE I" $ "ZONE REQ D v 2. GREATEST RISER HE16HT IN A FL.15HT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT ' V NOT EXCEED THE 5MALLE57 BY MORE THAN ". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN m LINEN00 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-5". ATTIC 4. 5TAIR5 SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL 2 4.1. BETWEEN CLEAR HEIGHT $ HANDRAILS: 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. + 112 5 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2"1 MIN. B NEW 4 x3 ALUM. DOWNSPOUT (TYP.) WHITE 5. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN WALK-IN ® q ONE SIDE OF EACH FLIGHT OF STAIRS CONTAINING FOUR OR MORE RISERS, AND WHERE SHOWN ON PLANS. V CLOSET 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED NEW LAUNDRY GLOSET/ROOM: T3 S.F. WALKING SURFACES LOCATED MORE THAN 30" ABOVE 14 z COVERED BATHROOM I FINISHED FLOOR OR GRADE, $ WHERE SHOWN ON PLANS. I. NEW WASH /DRY HOOK UP y - PORCH I O 122 S.F. JT 1. 42" HIGH GUARDRAIL $ SPINDLE SPAGIN6 NOT TO 2.COORDINATE LAUND. ROOM DOOR DIM.'s , O �►♦ ALLOW PA55AOE OF A 4" (V SPHERE;36" HIGH w/51ZE OF EQUIP. HANDRAIL $ SPINDLE 5PAGIN6 NOT TO ALLOW 3.PROVIDE HOOK UPS AS REQ 5 PER MANU. N IL PAS5AOE OF A 4" (P SPHERE. mo b. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: m V o q. RAILING $ TREADS TO BE W000' I. DUCT SHALL TERMINATE TO EXTERIOR 'F ' 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4'-b" II'-2" 10'-IjY2" II'-4y2" OPENINGS ® 3.DUCT SIZE AS PER MANU. A A E F NJ F N F WOOD TREADS, RISERS TOPRAIL; METAL 4•DUCT SHALL BE EQUIPPED w/A BACKDRAFT DAMPER 103 I'-O" SOFFIT VENT tt) SPINDLES 5. TRANSITION DUGT5 SHALL NOT BE CONGEALED WITHIN B VE ABOVE ABOVE - . CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO a.. :.;�. ,: s:;. CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM """' �B WOOD TREADS, RISERS $ TOPRAIL $ SPINDLE5 SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 21' EXCEED a FEET AND SHALL BE LISTED AND LABELED SMOKE DETECTOR / GO DETE0 -OR NOTES: IN ACCORDANCE WITH UL 215aA. DI„I I p` b.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS J SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST HARD WIRED TO EACH OTHER w/E3ATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.INTERCONNECTION BETWEEN NEW $ EXISTING DEVICES SCREWS I - BUTLER'S SHALL NOT BE REQUIRED WHERE EXISTING ALARMS '1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I O I I I ARE NOT INTERCONNECTED, AS PE:R NY5 R314.4. I m PANTRY KITCHEN ' LOCATION TO THE WALL OR ROOF TERMINATION. THE Y 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED,AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 450 BEND AND 5 FEET FOR EACH q0° \ 5-0 4.4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES I "` I I I I HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. ' j <I I i i $ OPENIN65 TO BATHROOMS w/ SHOWER OR TUB. O ENTRANCE TO I I I I O 5. INSTALL ALL AS PER MANU. SPEG,'s r i ANTRY;BUILT IN WITH CABINETS r 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THERMOSTAT: �. 3, q„ Q 62?S.F. H6HT. i- IN COMPLIANCE WITH LOCAL CODE 15 I -� GREAT ROOM 14'-b" CL6. = O - I. PROVIDE THERMOSTAT FOR (2) ZONES: I I I TRAY WINDOW NOTE: - ZONE I: FIRST FLOOR I �` - CEILING - O - ZONE 2: SECOND FLOOR _ I Q I I6 4 I. ALL NEW WINDOWS $ DOORS SHA!_L BE ANDER5EN j I ABOVE 2. H.O. TO SELECT MODEL; INSTALL AS PER L dJ CASEMENT, DOUBLE-HUNG, OR GLIDING (AS NOTED). Q y 2 GAR GARAGE AUNDR = _ MICRO) MANUF. SPECS cos�1 I INSTALL AS PER MANU. 5PEG.5. p N 462 S.F. GL. 2.NOTE DOES NOT INDICATE EACH NIEW WINDOW PROPOSED; I SEE DEVONATION5 $ WINDOW SCHEDULE. i 12 S.F. 3.FOR 5U55TITUTION5, 5EE NOTE #q IN "GLASS WINDOWS NEW 6A5 FIREPLACE INSERT. CONNECT AS PER 1 I I I I I, AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NYS STATE i ! A 4.ALL CASEMENT WINDOWS TO HAVEE STRAIGHT ARM HIN5E. MECHANICAL CODE;PROVIDE ALL NECESSARY - i 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. O, / 14 I ! I O 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: I i j ' 6.1. FOR ALL SKYLIGHTS $ OPERABLE PANELS OF m _3 O 5WIN61N5,SLIDING, $ BIFOLD DOORS ELEGTRIGAL METER: 6.2. WITHIN Ib" OF F.F. 17 INSTALL NEW ELEG. METER AS PER NYS MEGH. CODE, $ UP z II m 6.5. WITHIN 24 OF A DOOR UTILITY CO. STANDARDS UP 6.4. WITHIN STAIRWAYS $ WITHIN 56" OF A LANDING I 106 F' 22'-II" 15 1 i w 6.5. WITHIN TUB/SHOWER ENCLOSURES ( O b'-I" 10'-O" .�---6'-O" 24'-3" b.b. SEE AL50 GENERAL NOTES ON PAGE 6-002 1 i "1. SEE PAGE 6-003 FOR FRAMING (ELEMENTS AROUND IRRIGATION, LANDSGAPIN6 AND FERTILIZER N WET BAR 0 :; Y .n _ _ ._.._.._ ._. _. _. _ _ HVAG RTR 14'-6" b-0 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS A5 PER COVENANTS $ RESTRICTIONS J _ (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: j � O V _ O b.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER ( Nw �i 105 i - - NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIOHT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT I 7 m ! - LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN-72" OVER-WATERING , ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR I W BENCH $ BUILT-INS in _ r.n m � BEDROOM 2 BUILDING EXTERIOR. PE5TICIDE5 I5 PROHIBITED EGRESS NOTE: 3. THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE REQUIRED IN LANDSGAPIN6 ? in ATTIC,.. p IN COMPLIANCE WITH NEW PORK STATE BUILDING 4.THE USE OF FERTILIZER PRODUCTS CONTAINING 16'-O" 5' q' H�ATGJFI NATURAL LIGHT CODE, SECTION R310.2.1;THE FOLLOWIN6 MEANS OF NITROGEN, PHOSPHORUS OR POTASSIUM IS PROHIBITED I I10 VENTILATION EGRESS SHALL BE FOLLOWED: I GL. O O O PROJECT: BETWEEN NOVEMBER I AND APRIL I FLOOR - 5. ONLY OROANIG FERTILIZERS WHERE THE WATER-SOLUBLE NATURAL LIGHT ! FOYER O 15q S.F. NET CLEAR OPENINO........... 5.1 S.F. - POWDER AREA BATHROOM 2 NITROGEN 15 NO MORE THAN 20% OF THE TOTAL m VENTILATION 1 = 222 S.F. I = ' L NET CLEAR HEIGHT............... 24" MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS I"f ' cv ROOM 6 i - S.F. REQ. S.F. PROV. 64 S.F. HT AU R E L AV E N U E NET CLEAR WIDTH................. 20 MINIMUM FLOOR m` ;p 3 b.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE 15q S.F. , 2q 5.F. FEET IN ANY ONE APPLICATION, WITH A GUMULATIV AREA q `�� LIGHT 12.T S.F. O.O S.F. q '< N OTYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 S.F. REQ. S.F. FROV. \\ Oi �QD 5 I. WALL BOARD SQUARE FEET PER YEAR I5 PERMITTED 3'_q" �t IOq VENT LOT I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN 16HT O 6.4 S.F. 0.0 S.F. 'I '(. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS L ALL BATHROOMS 12.1 S.F. 61.2 S.F. 1p7 101 `� REQ D III 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A - REQD I'-II" O I-II'�b 3" O SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE " VENT TUB SURROUNDS 6.4 S.F. 63.0 S.F. ;. ;M. ., ENOUGH PHOSPHORUS REQ'D «:z": :j`r ;i' 2. SHOWER FLOORS 6.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS =cv 1815 LAUREL AVENUE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP 2.2. CONCRETE MUD-SET (SLOPE: I/b" PER FOOT B SOUTHOLD N.Y. 11971 TOWARDS DRAIN) UPON DEN O - > � 108 s; � i ABOVE ABOVE ABOVE ABOVE > � 2.3. WATER PROOF MEMBRANE TO COVER SHOWER 222 S.F. I 25 ,' 5-Oy2 '! -IlY2 14-qY2" b FLOOR, WRAP DRAIN $ ATLEAST Ib" UP WALLS A-3o2 V _-_-_ -_-- _ --_-.._.. -_ A-302 NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: NEW NEW UP COVERED O �q DRAWING TITLE: O6 VENTILATION IS NOT MET BY MEANS OF NATURAL q0% OF THE PERMANENTLY INSTALLED NEW L16HTING =N "' ORGH J1 CIRCULATION THROUGH WINDOWS OR. DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, �ry I DN 2 Ln= `: 2bo S.F. PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES A5 PER NY5 MECH. CODE SECTION AS PER 2020 NY5 EGG R404.1 �' _ OPEN a 405.5.2.5; INSTALL AS PER MANU. SPECS - - ABOVE d� Z � _ NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: f x N O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING V ® t SEE ALSO PLUMBING GENERAL NOTES ON PAGE G-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN ® F 2 R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NYS EGG 4 _ NEW FLOOR: R403.4 $ R405 5: `t „ " „ I, _c r I 6 14 qy2' 14'-qy2 14'-ql�2 PAGE: O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE $ SCREW); I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING V � SCREW PERIMETER OF SHEATHING- 6 O.G. $ 12 O.G. ® - INTERIOR. FLUIDS >I05°F OR <55°F (R403.4) ;; Q 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING " AND LARGER IN NOMINAL DIAMETER =N ' D N 3. PIPING SERVING MORE THAN (1) DWELLING UNIT V J to NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE ' V 3'-0" M71"AlLiKe ■ O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION .,.; 2.ONE LAYER THIN5ET(LEVELED PROPERLY) UPON MANIFOLD 3. NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB "1. BURIED PIPIN6 BT AT BT AT BT AT DATE: 01 19 24 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE $ SCREW); 5. SUPPLY $ RETURN PIPING IN RECIRCULATION SYSTEMS D ABOVE ABOVE ABOVE 6 OF 19 SCREW PERIMETER OF SHEATHING 6" O.G. $ 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. i INTERIOR. to NEW ATTIC AGGE55 - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS $ FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALL5 $ FLOOR WITH INSULATION TO 2.51ZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30"i PROVIDE A SOUND TRAN5MIS510N GLASS (57C) FOR 3.DBL. FRAMING, WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN ,�� 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-4q " "A ACCORDANCE WITH ASTM E q0. 80'-O" ;0 INSULATION ABOVE w/WD. FR. (OF: EQ) BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED AS PER NYS EGG R402.2.4 ;N } >. (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE F OFO✓Erb FIRST FLOOR FLAN `4 0 THERMAL ENVELOPE OF BUILDING,). 5. INSTALL AS PER MANU. SPEC.'s _ b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2,P OO S.F. HA,�I TBL SP, GE; 3,28E S.F. S i�OSS SCALE: 1/4" = I'-O" '$.A 37AW3 �® SEE FAOE A- 1 O4 FOR N I 1 DON �OOR SCHEDULE I�VI a*f,/,/I�v/y�I I a*Iv/ i OE FERAL 5 I I I50L <E 1 • iY TIAL HEI&HT r _ EXISTING TO BE DEMOLISHED NEN WOOD FRRAME (L.G. STL.E 0- WHEN APPLICABLE) 10'-01. -10'-0" Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL L K K 0 5TL. WHEN APPLICABLE) W MIN. (2) 2"x4" STRUCTURAL (6 NEW I-HR FIRE RATED ® Q WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS - - - - - � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR 6" WALLS), U.O.N. I O C0O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. I N O 'O WHEN APPLICABLE) 1 F O C � z I-I �' O U N A-30 ;k A-302 O p m CO � C FLOOR PLAN NOTES CDI,. r := o o N DOOR NOTE: 11 A/G CONDENSERS: I Q r 2 O O I. INSTALL NEW INTERIOR DOOR5 WHEN GALLED OUT O I. PROVIDE (1) NEW 4-TON A✓C CONDENSER BY RHEEM OPEN TO ON PLANS BY QF_LD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 I BELOW 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR I ' 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 DOOR5 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WEIGHT EATING I /� WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF W 5. INSTALL AS PER MANU 5PEG.'5 CONDENSER. ,D N 6.PROVIDE (2) 2"xIO" HDR.,U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY GA5 O 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS - ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: I 4-a ®� 1. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" Rt 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" 4 "ZONE 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF 5TAIR5 SHALL 2 I I I I ^, ,UNIT LOCATED IN BASEMENT V/ NOT EXCEED THE SMALLEST BY MORE THAN 1". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN uj 4. STAIRS SHALL HAVE 5. HEADROOM IN THE FOLLOWIN AY5 SHALL BE AT LEAST V-8>'. ATTIC G CLEAR WIDTHS: 4.VENT THROUGH WALL ■- - - - - - - - - - - - - - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL 4.2. BELOW HANDRAIL, FAIL 014 ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. NATURAL LIGHT 4 I NATURAL LIGHT 4 4.5. BELOW HANDRAIL, RAIL5 ON BOTH SIDES: 71" MIN. VENTILATION VENTILATION 5 ONE SIDE OF EACH PLIGHT OFRAIL5 SHALL BE DED ON STAIRSSTAIRS OT LESS THAN GONTANING FOUR 13 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) WHITE AREA 24-1 S.F. i FLOOR AREA 205 S.F. I I I I I U OR MORE RISERS, AND WHERE 5HOWN ON PLANS. 6. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED NEW LAUNDRY CLOSET/ROOM: S.F. REG. S.F. PROV. S.F. REG. S.F. PROV. WALKING SURFACES LOCATED NIOF:E THAN 30' ABOVE 14 I. NEW WASH /DRY HOOK UP I ~ FINISHED FLOOR OR &RAPE, 4 WHERE SHOWN ON PLANS. 2.COORDINATE LAUNO ROOM 4 DOOR DIM.'s D �Q D Iq.6 S.F. 2-1.5 S.F. I R16CH T 16.4 S.F. 36.3 S.F. ♦p� ALLOW PA55A6 OF A 4" 4' SPHERE;3I6GH'O TO ' �� w/SIZE OF EQUIP. O VENT � VENT HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 3.PROVIDE HOOK UPS AS REQ'S PER MANU. N Q,D CIA S.F. 15.2 S.F. � �Q,D 6.2 S.F. 54.5 S.F. PASSAGE OF A 4 (P SPHERE. I O 5. GRIPPABLE FAIL AS PER CODE. DRYER EXHAUST NOTE: II'-10" 46'-3" I , U. q. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR i 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 13'-lOy2" 26'-by2" 5'-10" OPENINGS ABOVE ABOVE ABOVE WOOD TREADS, RISERS 4 TOPRAIL; METAL 3.DUCT SIZE L PER MANU. : ® SPINDLES 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER P U T Q P 5 G G G 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . - - - - - - - CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM - - - - - - - - - - - - - - --,- - 2B WOOD TREADS, RISERS 4 TOPR.AIL 4 SPINDLES SHALL BE LIMITED TO 51N&LE LENGTHS, NOT TO I - EXCEED 6 FEET AND SHALL BE LISTED AND LABELED :' �-..... IN ACCORDANCE WITH UL 2156A. SMOKE DETECTOR / CO DETECTOR NOTES: __ O3 I. CONTRACTOR SHALL PROVIDE GORE COMPLIANT 6.EXHAUST DUCTS SHALL BE MIN RFAC THK R161D - METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS � SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ( ' `i Y BACKUP. 2.NTERCONRNECTION BETWEEN NEW ID TO EACH OTHER K/ BEX STRING DEVICES DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL I z I I6 I SHALL NOT BE REQUIRED WHERE EXI5TING ALARMS SCREWS _ '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I I �VAULTED-\ 20q ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE f I ~ WALK-IN O 6 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 I ( CLOSET = DARNER WALK-IN I BEDROOM 4 PER 6ENEF AL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45' BEND AND 5 FEET FOR EACH q0° I 45 S.F. 1 ABOVE 6 CLOSET 205 S.F. 4.SMOKE / GO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES ° 45 S.F. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TF ANSITION DUCT. I J�D 4 OPENIN65 TO BATHROOMS w/SHOWER OR TUB.5. INSTA.LL ALL A5 PER MANU. 5PEC.'s6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THERMOSTAT: BEDROOM 54 IN COMPLIANCE WITH LOCAL CODE 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: _ 24'I S.F. 1 WINDOW NOTE: - ZONE 1: FIRST FLOOR �p4 q BATHROOM 4 _ O4 1. ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR 10 S.F. CASEMENT DOUBLE-HUNG OR GLIDING (AS NOTED). 2• H.O. TO SELECT MODEL; INSTALL AS PER m I VAC INSTALL A5 PER MANU. SPEC.'S. MANUF. SPECS �'. 5-511" '1 206 [TR>] - 2.NOTE DOES NOT INDICATE EACH NIEW WINDOW PROPOSED; O p SEE DESIGNATIONS 4 WINDOW SCHEDULE. 20 i 3.FOR SUBSTITUTIONS,SEE NOTE #q IN "GLASS WINDOWS 16 NEW OAS FIREPLACE INSERT. CONNECT AS PER C m AND DOORS ON PAGE 6-002. O MANUFACTURER'S SPECIFICATIONS AND NY5 STATE 11'-2" 4.ALL CASEMENT WINDOWS TO HAVE STF AIGffT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY h,. _ BATHROOM 3 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. _ ,..<.. _ _ ,, 6.IN GENERAL, TEMP. &L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF c0 204 I` O - SWINGING, SLIDING, 4 BIFGLD DOORS CATHEDRAL - - 10 - - - - - - - - - - - - - ELECTRICAL METER: o _ > fir - 6.2. WITHIN 15" OF F.F. IT INSTALL NEW ELEG. METER AS PER NYS MECH. CODE, 4 GEILiNG 202 `fl I��_ > �� I 6.3. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS m n I \ �- 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING "1 q - \ I w 6.5. WITHIN TUB/SHOWER ENCLOSURES I 201 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 m ^: - - - - - - - - -_ -_ - -_ - - - - - 'i. SEE PAGE G-003 FOR FRAMING ELEMENTS AROUND IRRIGATION, LAND50APINO AND FERTILIZER � WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS 4 RESTRICTIONS m G O O m �VA] 205 I I U (2) 2"xlo" HEADER U.O.N. DATED 5TH MARCH 2O25: TR 6.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER Eg LINEN I > NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEI6HT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT LESS THAN 24' ABOVE F.F., THAT ARE MORE THAN•72 OVER-WATERING - ATTIC/STORAGE n ABOVE 6F:ADE OR THE ADJACENT SURFACE AT THE " 2.THE USE OF SYNTHETIC, FERTILIZERS, HERBICIDES OR I 4'-4" FAMILY ROOM F 7 c� BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED tY I UNCONDITIONEDI PACE EGRESS NOTE: 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE I I I 465 S.F. LAUNDRY ��"� ''��,�I IN COMPLIANCE WITH NEW PORK STATE BUILDING REQUIRED IN LANDSCAPING _ 6 ROOM 'LTA CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF 4.THE USE OF FERTILIZER PRODUCTS CONTAINING I I I O � 66 S.F. E&RE55 SHALL BE FOLLOWED: BETWEEN NOVEMB PHOSPHORUS AfOD POTA551UM 15 PROHIBITED PROJECT: 5. ONLY OROANIG FERTILIZERS WHERE THE WATER-SOLUBLE NET CLEAR OPENINO........... 5.1 S.F. NITR06EN 15 NO MORE THAN 20% OF THE TOTAL NET CLEAR HEIGHT............... 24' MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS i VENT D YER �� NET CLEAR WIDTH................. 20" MINIMUM 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 5QUARE THROUGH ROOF FEET IN ANY ONE APPLICATION, WITH A CUNULATIV I 14 ENUE TYPICAL BATHROOM NOTE: I �VA� T O APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 I L® 1 5 I I.I. IIN SALLMOISTUF:E RESISTANT GYPSUM BOARD IN TR SQUARE FEET PER YEAR 15 PERMITTED 15 '1. THE: USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS ALL BATHROOMS I5 PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 501L TEST 5HOW5 THAT THE LAWN DOES NOT HAVE �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - TUB SURROUNDS •:°' - - _J ENOUGH PHOSPHORUS I 2. SHOWER FLOORS ICATHEDRALA 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON S.SUR FERTILIZER THAT IS SPILLED ON IMPERVIOUS 1815 LAUREL AVENUE SURFACES SHALL BE IMMEDIATELY PICKED UP 2.2. CONCRETE MUD-SET (SLOPE: I/6" PER FOOT i0 T 1 TOWARDS DRAIN) UPON ry CEILING ABOVE E ABOVE E ABOVE E SOUTHOLD, N.Y. 11971 2.3. KATER PROOF FLOOR, NEAP DRAIN 44 ATL.A5TRANE 'TO OI6" UP WALLS VER 5HONER 22=6 --- ...NEW..UP NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: I DRAINING TITLE: O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL q0% OF THE PERMANENTLY INSTALLED NEW LIGHTING 2 I PROPOSED SECOND FLOOR PLAN CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, I I I _ OUTDOOR SPACES AS PER NY5 MEC:H. CODE SECTION AS PER 2020 NY5 EGG R404.1 dj z OPEN 403.3.2.3; INSTALL AS PER MANU. Sf'EG5 ;` - s' NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: NATURAL LIGHT O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPN6 AND HOT WATER PIPING ® ►� SEE ALSO PLUMBING GENERAL NOTE5 ON PAGE 0-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN \ GT GT VENTILATION R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG q_O FLOOR NEW FLOOR: R403.4 4 R403.5: \ r_ 465 S.F. O I. NEW J" PLYWOOD 5UBFLOOR BENEATH (GLUE 4 5CREW); �� O _g AREA PAGE: 5CREW PERIMETER OF SHEATHINCS 6" O.G. 4 12" O.G. ® 1• MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING S.F. REG. S.F. PROV. INTERIOR. FLUIDS >105°F OR <55"F (R403.4) _ _ - `t 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER 0 _ 4 p REQb 3'1.2 S.F. 44.4 S.F. ➢ fJ 3. PIPING SERVING MORE THAN (1) DWELLING UNIT ,- m U' NEW TILE FLOOR: 4. PIPING LOCATED OUT51ME CONDITIONED SPACE cV QD 16.6 S.F. 54.5 S.F. _10300 O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A V15MBUTION 2.ONE LAYER THINSET (LEVELED PF:OPERLY) UPON MANIFOLD 6. PIPING LOCATED UNDER A FLOOR SLAB 3. NEW " DUROGK CEMENTBOARD (CPR EQUAL) UPON 7. BURIED PIPING BT GT BT CT BT GT 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 6. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS D ABOVE ABOVE ABOVE DATE: 01/19/24 7 OF 19 SCREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. U1 INTERIOR. to NEW ATTIC ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 13'-l" 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLA55 (STC) FOR 3. DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 4.WEATHER5TRIP AGGE55 OPENING 4 PROVIDE R-4q ACCORDANCE WITH ASTM E q0. INSULATION ABOVE w/ND. FR. (OR EW BAFFLE OR RETAINER TO PREVENT INSULATIGN FROM ENTERING DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). PROPOSED SECOND FLOOR FLAN `� 5. INSTALL AS PER MANU. SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I,45-7 S.F. HAE3I7AE3LE 5fi AGE; 1,45-7 S.F. OROSS ARC SCALE: v4" SEE f=A0E A- 1 O4 FOR K N17 ON DOOR SOH MULE NEW PARTIAL HEIGHT DOOR EXISTING TO BE DEMOLISHED ' >' WOOD FRAME (L.O. 57L. �` • '�.:�, \,�:\'ice ��\\��;,,,,,. ��..aE. WHEN APPLICABLE) \,;_ ;. , '•, \, , FIRE TAG DESCRIPTION MANUFACTURER NOTES a EXISTING TO REMAIN �\ "' RATING WIDTH HEIGHT Q 45 MIN. RATED FOUNDATION WALL NEW WOOG FRAME L.G. ,� aY�, � SELF-GL051N6 EN APPLICABLE)BT . WH \ \, , , \ W \ \ \ \, \\ \ \ \ \so.• \ \ \ \\ \ \ \ \ \ \ \ \ \,. \ \ \ \ .O\. \\ �. \\\ \ \ \ \ \a\ \ \ EW I-HR FIRE RATED MIN. (2) 2 x4 STRUCTURAL -- mum - N :_ : ;E N WOOD FRAME (L.O. 5TL. ® POST FOR 4 WALLS 101 5WINO THERMATRU 'i'-8" a'-O" ir' \ ~: <\ ,:;.:i CURVED TOP W/ Q '-' Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL i 51 DEL I OHTS � 0 P057 FOR 6" ALLS), U.O.N. :'' `'.: O NEW 2-HR FIRE RATED -A L W 102 SLIDERS ANDERSEN 10-O CD WOOD FRAME (L.O. 57L. - > Ll WHEN APPI_IGABLE .:; . 103 -IFSLIDERS ANDERSEN \\ am -� w ., O z '�t 104 GARAGE 161 OVERHEAD \\\ ' X .Y p U N 105 DOUBLE SWING JELD-WEN 3'-O" " \\` `\` \' "` p O -� O PROVIDE (2) NEW FURNAGES 8_p ...... \_ ° O Lo 0 � 12 I. UNITS BY RHEEM" OR APPRO'(ED EQUAL �_ \:\c." h Q �. O O 2.PROVIDE 4 TON UNIT FOR IST FLOOR "ZONE I" 8 "ZONE 106 SWING JELD-WEN 2 8 8-O N .. \\ 2" UNIT LOCATED IN BASEMENT �\ ND FLOOR;UNIT LOCATED IN LD-WEN 2'-4" \ 3.PROVIDE 3 TON UNIT FOR 2 L8111 107 SWING JE !, '�'.. ��: <;�\�� ATTIC 4.VENT THROUGH WALL \\ 5. F.A.I. THROUH WALL JELD-WENOil R MANU. SPEG�i. 108 SWING 6.INSTALL A5 PER _ __j ; ` JELD -oil C „ IOa SWING -WEN 2-6 8 110 DOUBLE SWING JELD-WEN 4-O III SWING JELD-WEN 2'-4" 8'-O" \ '. \\ I :, ;: `: 112 SWING JELD-WEN 2-6 8-O ire\' \\ ::>> Oa \ \, 113 SWING JELD-WEN 2-4 \: 0; 4-a I14 SWING JELD-WEN " " <. \\\\\_ 2-6 8-O m ;° „ \\ „ „ \ „ Jc: li MkI7 I ff \. \ \,\ _ � \ \ � \\\,\ 201 SWING JELD-WEN 2-b 8-O \ \\" :;". .' .•.`°< 202 SW "ING JELD-WEN 2'-4 \`\ 203 SWING JELD-WEN \\\\\yAt ,N 1,, U. - - - - - - - - - h :" ' =:4'n`�� ;F' l=i E•'r:, ,.. 204 SWING 2 4 8 O y ,\, ` 'tom .:F. \\\ aI\,•...... ,a JELD-WEN - - - - - - - - - - - -�� \ ,\`a `\a g 205 SWING JELD-WEN 2 all 8-O" \� > ... 206 RESERVED . :.,: 20-I SWING JELD-WEN " \ `' \\ kE ,� 208 POCKET JELD-WEN -0 ,. IF! 20a DOUBLE SWINGIL JELD-WEN 4-8 8 \\-O , , a \ .\ \ \\ \ \ \ 001 THERMATRU 2'-8" 8' -0 002 JELD-WEN 2'-8" 8'-O" r \:,: I \: I I I 005 JELD-WEN 2'-8" 8'-O" • b - - - - - - - ATTIC UNFINISHED, ALL NEW WINDOWS SHALL BE ANDERSEN 400 SERIES; INSTALL AS PER MANU. SPEC.'5. SEE PAGE "0-005" FOR NAILING B 5TRAPPIN5, DETAILS. UNCONDITIONED SPACE y SEE DOOR SCHEDULE FOR ALL OLA55 DOORS FROM SAME MANUFACTURER * FINAL DIMEN51ON5 FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER n i ., . \\ . ,;,,_\\ . \. „ im EORE55 \\ \ CLEAR LIGHT VENT WINDOW DIMENSION PROV.\ \ OPENING PROV. TAG TYPE MODEL # \ :.•, TEMP. WIDTH REG'V: 20" PER ::. r, 3 E PER u� ? \._ HEIGHT REOV:24" UNIT UNIT F z hI(Ir? {�IHT' :, WIDTH HEIGHT D: 5.'I S.F. w OPEN REQ A CASEMENT GXWIb .:ji Y !! 14 14.0 C� 5 O \\ -•O � �\ 2-ll � 14.-I AT CASEMENT CXWIb \ ,',: \\\'.\ \ {' '- `o, 2'-11 " 5'-I I 14 h 14.1 14.07 Nk \\ €s '1 B TRANSOM AR31 y \��\ _\\.'i\ca. Eu BT TRANSOM AR31 ` ?°SC \\:` ` 2' 1 \\ G CASEMENT GXWIS y, \, ;:Ou IN,::_' ---IF7 ;. 3,.. \ ,- ?_' 2-11 4-I I I I.5 12.1 GT CASEMENT G1:WI5 '>\`" ' \\ " h.- ' 2-II 4-II " 11.5 N 12.1 Its PROJECT: D CASEMENT GXWI55 „ ✓ '\ :' 2'-II :• 5 4 1.6 31 �� E GABEMENT GWI5 \ " 5.-Z7 ` \\\ 2-4 LA U R E L AV E IV U E ABOVE > . \+ 4 II 8.6 a.2 8.6 6 R \ `; LOT 4 F TRANSOM AR251 " 1'-5" 2.0 6 CASEMENT GXWIS ? "" µ\ ,= ?' " 2' II 2'-11 E" 6.5 6.8IL I 6.5 \ . \\\ E \ >, HT CASEMENT GX14 <: ',' ,::" :<: 2-1_ �_ \,�\ by � �� 4'-0" -t.-r p 8.1 1815 LAUREL AVENUE ° I J PICTURE P4045 ;tea, " ' k, ` f li " 80UTHOLD, N.Y. 11971. II IIDRAWING TITLE: JT PICTURE P4045 \ „ " h14.5 -7 : . K TRANSOM AR31 PROPOSED ATTIC PLAN II II L PICTURE P3040 " 4 " " �\ \` ": ? 2-II 4-0 a.4 WINDOW & DOOR CHARTS -Jr L - - - - - - - - - - - - -� I M TRANSOM AR41 ,....., -J L - - - - - - - - - - - - - -� N CASEMENT GWI4 , „ i+� 4 { bb :21-4 ill PAGE: P IFCASEMENT GWI35 '_ " " a = :, a a 5= \\ 2-4 5-4 5.7IF 1� b.o 5.7 Q CASEMENT FROPOSEC) ATTIC FLAN0 R SPECIALTY AFFW8006 '-91` \►'� ,: 7'-II �" I'-b " SCALE. I/4 - I O IL I 1� 11 CUSTOM \\\ \\ S UNEQUAL LEG \��,. �Lo DATE: 01/19/24 8 OF 19 ARCH \ CUSTOM SE ARCH CUSTOM >. ,, U UNEQUA EG \\� ARCH E31 ?Y�1; :\`' V CASEMENT GW I b `\: \°\ s; \ „\ 2!_4 „ 5'-II �!, 10.5 11.2 10.5 f�• ^' '� 2'-43�8" O O O WINDOWS "5". "T" 4 "U" ARCH HAVE 6' RADII Q 0 _ W -- — W J � -- M Cy �— < Lo O \ O O Cp i o c T_ z 4 It— Li Lo . o ` QI IA O : .. m 6 ': '.; �• � F.F. �?4' .. B 't' '.i•: ' O LLLL WEI= ULJ Wil Nil I LU :. t .. •..• •:+.. ..:•,1:. •i. ,. .. : . ... .. .. a .. .. .v i . > '>•�. r, '^ ,� YJ j• I Y %' .. : ti ..., +': .` ♦`•. .. ,i r• .. Ayr.'. B + . r• .+y.4 i i I •'f•. F O♦ •Y,' V V V O jLLLLj D[Li FD L lol 'r� •r ,r'.' T T AT O -. '�i'• i .. O O O O .... •�. 4 s f.' • ..F.F. ...• .. ,. • . .+ ,.•..t• ' ::•!. .: .•�,: ,.: •: F.F.: .. .. .. '•<' EAST ELEVATION (FRONT) SCALE: 1/4" = P-O" ELEVATION NOTES OTYPICAL ROOFING: _ I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION 5TANDARD5 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION — BEFORE INSTALLATION IA ASPHALT COMPOSITION SHINGLES H TYPICAL SIDING: w 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION V BEFORE INSTALLATION ® MAIBEC CEDAR SHAKE 14 I IA 2B STUCCO; PAINTED WHITE w 0 O NEW CLOSED BLUESTONE i'. GONG. STAIR 8 PATIO .,. :t •. .. , ...: PROJECT: t:,•-,`.•, LAU R E L AV E N U E O NEW DRYER VENT. :'•' . SEE NOTE ® PLAN 'f ; •' NEW BATHROOM EXHAUST FAN VENT: ;,•.'�::f::''`.:y•r �y... ''. :j r 5A VENT THROUGH WALL A5 SHOW :t •. '; : LOT v :. t :.� ry SEE ALSO NOTE ® PLAN. NEW BATHROOM EXHAUST FAN VENT: f: :f . ' — 4 t : _ 5B LOCATE VENT WITHIN ROOF 5,OFFIT. L T '•�,• ,• 1815 LAUREL AVENUE SEE ALSO NOTE ® PLAN. f` '': '• " SOUTHOLD NEW Al, CONDENSER ON LONG. PAD OR OTHER ; `: ,••,.; :�� .' �.r. " „ q N.Y. 11971 OAPPROVED GROUND SURFACE (SEE FLOOR ''•' !�•:' '''''='r' r`:• �- PLAN NOTES) 4y ,,` •., t ",.; •'% •� ':;: ., ' <•.''°: ,.'. DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: >;'.;? ;,:�'r`,..,'" '.' .Y;•' ..'.•;' : :•' O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. : •:v�;';a''', ��''� ;.: . '�'•;�• ': y:',i�,a•i,.:;";.'i;1•,:,•r, __ SPEC.'S IN FULL CONFORMANCE w/VENTING �;';: �• 1 '' •::,;.; �;'`{`. PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG 804. `'Y:f.,"•: "',�<: ;'l ,'' •= :� :; ":. SEE ALSO NOTE ® FLOOR PLA,N5. LLULJ •";� •'i'' I 5B qA::y.:. ram, �, :f'.. '':�•... '•:t..'.,e t ••'. .• .:•,1.°`3 ,'•{.'..'�. r ••t"'.. L•. ONEW MECHANICAL UNIT FRl--5H AIR INTAKE: :w:� �+':':::',•. A..;y:: . :.;•.,+•�::r.::, ;:�;. Liu INSTALL AS PER MANU. 5PEG.'S ti;•- :.; •� ••'• „ ONEW 4 SEAMLESS GUTTERS 4 DOWNSPOUT5; J' : :, ::.: `: :• O •:A••• LLLL 0 = :.;.. ,.,... f. Y �:• •�''��'s� •.; - �I PAGE: ALUMINUM WHITE .* .,`: 'a! ALL EXTERIOR LIGHTING SHALL COMPLY WITH '''`' yp' ;'};: f' • :' •'''•';:• O Lo TOWN CODE REQUIREMENTS PURSUANT TO '', ? �•:�: ':``�.; �: •`'':`:'':•'-'';':�+{ :•` s. SOUTHOLD TOWN CODE CHAPTER 1"72 LIGHTING, Liu�L A-201m00 y; OUTDOOR, CURRENTLY OR AS MAY BE �•' .'+ •' AMENDED :,�_ ``+ ',:j. ::: •" F.F. }. O O DATE: 01/19/24 9 OF 19 • i^n•g.n. .. .r •Z "' N z, o.A� r by .a NORTH ELEYA.T 10N (R I O HT SIDE) � �.a • '�' SCALE: 1/4" = I'-Oil I IA ICL Q W W J ca cy) N � � O I O � Cfl O E= Loz4 >, X �C1A IS 0 CD N C N O T Q I a. 2 0 LLL LL F.F. -_ LaLu O O MIN. . , •. � r , V i X- i, N. ..f••i I IL LLLLLLL ■s .r_. W O ,' ••.;" F.F. .. F.F. F.F. ,F.F•• s q I III III r I III III = � NEST ELEVATION (REAR) 50ALE: 1/4" = P-O" ELEVATION NOTE5 OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 5HINOLF-5 z TYPICAL SIDING: w I. SEE NOTE AT BUILDING SE(:TION FOR MINIMUM CONSTRUCTION STANDARD'S O 2. H.O. TO VERIFY FINAL COLOR, AND MATERIAL SELECTION _ U BEFORE INSTALLATION w ® MAIBEG CEDAR SHAKE 74 2B I IA STUCCO; PAINTED WHITE 0 O3 IN- NEW CLOSED BLUESTONE P. GONG. STAIR ff PATIO PROJECT: .01 ONEW DRYER VENT: LAU R E L AVE N U E 4 SEE NOTE ® PLAN LZ NEW BATHROOM EXHAUST FAN VENT: LOT SA VENT THROUGH WALL AS SHORN. SEE ALSO NOTE ® PLAN. Q NEW BATHROOM EXHAUST FAN VENT: 5B LOCATE VENT WITHIN ROOF SOFFIT. p SEE ALSO NOTE ® PLAN. 1S 15 LAUREL AVENUE NEW A/C CONDENSER ON GONG. PAD OR OTHER .'f, . .;, ;^'•+ ., '��'•�• •' � �:�-: �,.::':• SOUTHOLD N.Y. 11971 OAPPROVED GROUND SURFACE (SEE FLOOR •• '" ','Y•,_ PLAN NOTES) - {F •` ' •! '.J NEW MECHANICAL UNIT DIRECT VENT: O O .:..�.`• ^•,• r � - .. o �:; ...::.:�:': :;�� .::: DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. •V •'.x ' `+ ' - ~•" SPEC.'S IN FULL CONFORMANCE W VENTING :'":-•�� :;.•: •.� PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER I<lY5 MG 804. •• ' SEE ALSO NOTE ® FLOOR PLANS. ONEN MECHANICAL UNIT FRESH AIR INTAKE: FF •. '':�•Y'`�::. :`t:''+:':�'�� INSTALL AS PER MANU. 5PEC.'S O9 NEW 4" SEAMLESS OUTTER5 8 DONNSPOUT5; r•" :� ALUMINUM, WHITE PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITH . '•.•'•�' TOWN CODE REOUIREMENT5 PURSUANT TO SOUTHOLD TOWN CODE CHAPTER 1'72 LIOHTINO, OUTDOOR, CURRENTLY OR. AS MAY BE AMENDED ■ ■ ■ ■ ❑ ❑ ❑ ■ ..°, , ._.: DATE: 01/19/24 10 OF 19 Fl FLI V ILL FEI 0E] o [:1 L] -LLL&I —j--o . Li LidO O O O � �.•<+%Y rLMLLLL El El 1:1 El El [:1 [11] . .. MIN. ••• , :• .•-?� r ,� t pp f• 1'� O . SOUTH ELEVATION (LEFT SIDE) Sr-,?:LE: 1/4" = 1'-0" • tlY �. • G ice' P++.f•'•' BUILDING SEGTI ON NOTES ONEW ROOFING NOTE (T`r I. INSTALL NEW A5PHALT 5HINGLE5. 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO 24" FROM IN51DE FACE OF STUD WALL AND AT VALLEYS OVER w 5.INSTALL 15 # BUILDING N FELT .O.N) OVER W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) W 5. GAP SHINGLE OVER RIDGE Q HIP5 (AS REOV) 6.PROVIDE RIDGE VENT (AS REOV) N -I. FLASH ALL VALLEYS Q ,t� Lo B.INSTALL DRIP EDGE A5 REQ'D C O q. INSTALL ALL A5 PER MANU. SPEG.'s O2 TYPICAL ROOF 8 CEILING CONSTRUCTION: NEW ROOFING AS NOTED O c z V,' 1/2 GDX PLYWD 5HEA7'HING (BLOCKING ® ALL PLYWD T-- SEAMS) R.R., G.J., # G.T. AS NOTED ON PLANS (® SPANS OVER 5' INSTALL "X" BRIDGING ® CENTER OF SPAN,U.O.N.) O O m .� C.0 PROVIDE R-25 SPRAY FOAM INSULATION KI R-21 BATT -C O Lo INSULATION AY PROVIDE 2" THK. SPR FOAM INSULATION® EAVES Q N O NEW EXTERIOR WALL GON5TRUCTION (TYP): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL)UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=T/INCH) W/ R-II BATT INSULATION 5/8" THK. GYPSUM BD. WALL FINISH NEW 51DIN0 NOTE (TYP): O I. INSTALL NEW SIDING PER H.0 SELECTION 2."TYVEK" HOU5E WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PE025 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ' ♦ ■ INSTALLATION v 5. SIDING SHALL EXTEND TO TOP OF FOUNDATON WALL OTYPICAL FLOOR CONSTRUCTION: UJ 5 I. FINISH FLOORING TO SELECT 2. 5/4" TS G GDX PLYWD. 5UBFLOOR GLUED d SCREWED 5. F.J. A5 NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MID5PAN 4. MIN. R-50 GATT INSULATION (BETWEEN FIRST FLOOR d FOUNDATION, AND BETWEEN GARAGE b 2ND FLOOR) P 5. 2" THK. SPRAY FOAM AT BLDG. PERIMETER RIM JOISTS ■ram^ /iN V PROPOSED RIDGE HEIGHT ---------------------------- LEV. +34.0' \\ 12 \\ I \\ 1'7 \\ 2 \\ 12 \\ ATTIC ATTIC \\ �� 12 \\ 12 �� 8 \\ 41 - -- \�\\ � /j BEDROOM 4 �ED SPACE \\\ z UNFINI PROPOSED SECOND FINISHED FLOOR ATTIC ELEV. +12.6 ------ -- \ O U W 3 � `t 4 Q ' O ° o PROJECT: LAUREL AVENUE PROPOSED FIRST FIN151HED FLOOR LOT 4 ELEV. +1.5' --------�` LIVING ROOM BEDROOM 2 KITCHEN FOYER 5 BASELINE (AVERAGE GRADE) 1815 LAUREL AVENUE ELEV. +o.o' SOUTHOLD, N.Y. 11971 5 DRAWING TITLE: A-401 BUILDING SECTIONS BASEMENT FINISHED FLOOR BASEMENT BASEMENT ELEV. -a.o ------------ PAGE: SECTION 11/A 30 I F-GT I ON 2-2A-SO 1 SCALE: I/4" = I'-O"- S / SCALE: 114" = 1'-0" DATE: 01/19/24 11 OF 19 T, 'I: BUILDING 5E:CTION NOTE5 ONEW ROOFING NOTE I. INSTALL NEW ASPHALT SHINGLES. 2.INSTALL ICE AND WATE-R SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER w 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER I W 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REG'D) 12 J b.PROVIDE RIDGE VENT (AS REOV) CY) -7. FLASH ALL VALLEYS 2 10 Q += 5.INSTALL DRIP EDGE AS REaV CY) 9. INSTALL ALL AS PER MANU. SPEG.'s Z) r' O CO O2 TYPICAL ROOF $ GEI!_ING CONSTRUCTION: NEW ROOFING AS NOTED O z 4 • OGKIN6 ® ALL PLYWD 1/2 GDX PLYWD SHEATHIN6 (BL 0- SEAMS) R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS OVER �' O Yj N C &' INSTALL "X" BRID61N6 ® CENTER OF SPAN, U.O.N) // \\ O O co PROVIDE R-28 SPRAY FOAM INSULATION W/R-21 BATT // ®NSULATION ® \\ (PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q Q, O NEW EXTERIOR WALL (:ON5TRUGTION (TYP.): S O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON - 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD Q Q SEAMS) UPON Ln X 4 2"xb" STUDS ® lb" O.G. w/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=-1/INCH) W/ R-11 BATT INSULATION 5/5" THK. GYPSUM BD. WALL FINISH NEW SIDING NOTE (TYf O4 I. INSTALL NEW 51DINO PI=R H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. SPEC.'S • 4.PROVIDE ALL NECESSARY TRIM FOR PROPER ■ INSTALLATION 5. SIDIN6 SHALL EXTEND TO TOP OF FOUNDATION WALL 5 TYPICAL FLOOR GON°iTRUGTION: MASTER BEDROOM O I. FINISH FLOORING TO SELECT uj 2. 5/4" T6 6 GDX PLYWD. SUBFLOOR GLUED d 50REWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® M05PAN ■-® 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR B FOUNDATION, AND BETWEEN 6ARACE d 2ND FLOOR) r , 5. 2" THK. SPRAY FOAM AT ELV6. PERIMETER RIM JOISTS V A-aoi = Q V BASEMENT SEG71ON 1 - 1/A-502 SCALE: 1/4" = I'-O" CONNECTION 'A' AS PER PACE 6-005 NEW RIDGE 12 PROP05ED RIDGE HEIGHT 12 12 12 10 10 CONNECTION 'BIT AS Il N H PER PAGE 6-005 // Z NEW R.R. TO G.J. ATTI G 0 U N Q t o PROJECT: LAUREL AVENUE PROPOSED SECOND FINISHED FLOOR / WALK-IN LOT 4 ELEV. +12.6' CLOSET BATHROOM 3 ATTIC PROPOSED SECOND FINISHED FL,00pz-d� --- -- ELEV. +12.6' 1815 LAUREL AVENUE $ SOUTHOLD, N.Y. 11971 (V Q DRAWING TITLE: o BUILDING SECTIONS o I PROPOSED FIRST FINISHED FLOC ELEV. +1.3' L17 PROPOSED FIRST FINISHED FLOOR �--- DEN ,,-------- - PAGE: ELEV. +1.3' ELEV.L+O O AVERAGE GRADE) BASELINE (AVERAGE GRADE) dd-� 0(0) ELEV. +0.0' DATE: 01/19/24 12 OF 19 it o BASEMENT FINISHED FLOOR BASEMENT °. BASEMENT ELEV. -q.0' ------------ cc SECTION 2-:2/A-502 SECTION 5-3/A-502 50ALE: 1/4" = I'-O° SCALE: 1/4" = I'-0" C PROVIDE STRAPPING 4 NAILING AS PER CONNECTIONS 'D' d 'E' IN "TYPICAL NAILING/STRAPPING REQUIREMENTS FOR UPLIFT, Q SHEAR, 4 LATERAL RESISTANCE" PROVIDE 5" (MIN) GONG. COVER ON PACE 0-005 ® EA. J015T / OF ALL REBAR WITHIN P. GONG. STUD (AS APPLICABLE) FOUND. WALLS d P. GONG. FTG'S. w PROVIDE INSULATION W HEADER A5 SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES NEW 2"x4" (BELOW STUD) 4 SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; PER ENERGY TABLE 2"xb" (BELOW FX P.T. BILL M /PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON Q � LO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT COPPER TERMITE SHIELD �i C PITCHED METAL O J015T HANGER BY FLOOR SYSTEM AS NEW 515"0 HOOKED ANCHOR r C00 /'SIMPSON' OR EQUAL NOTED ON PLAN BOLTS w/5" 5OUARE WASHER d ENDNUT;5PAGIN6 AS INDICATED 'C � N �; O FIRST FINISHED FLOOR � ON 6-005 FOR STUD WALL d ® �', — \ 48" O.G. FOR F.J. PLATE � •� � z � z O U N m � MIN. SPACE BETWEEN \ r GRADE C ¢ 00 co • r- _._ N 0 � 6f) lY2" WALL AND HANDRAIL -'�- •I, _ ( O O 5/4" PINE R15ER r 5I/4 + .�ja• G• •II s/4" PINE TREAD STANDARDS FOR ORli FAE3LE HAND FAIL •� ".,�� " SCALE: NTS a. •If •to u �t x O GR055 5ECTION II '• � - 0 MIN. z HANDRAIL • I" ROUNDED NO51NC CLEARANCE CIRCULAR NON-C I RGULAR w/Y4" RADIUSLi< #6 HOOKED VERT. °II (NOT INCLUDED IN 4 -6Y REBAR ® 25" O.G. :°!I I TREAD DIMENSION) �, �� •` II � �■ V2" IY4��_2�� `1' FERI- 2y4 MIN. METER MAX. i• �o 4-4 DAMP w PROOF N6 TOASPHALTIC . Ib ■s il O O � : 0 lU ' A. :: :: m P. GONG. FOUND. WALL (3) 2 xl2 STRINGERS ® w/R-21 (MIN. 4,000 PSI) Ik �- INSULATION, IF UNDERSIDE IS FACING tt NEW WHITE DUROLA5T EPDM ROOF 5TORAGE/NON-HABITAL SPACE MEMBRANE (OR EQUAL); INSTALLATION, LAPPING OF SEAMS, AND SEALING OF °, •,II J EPDM MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY SPEC.'S. PITCH TO CUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. #4 HOR. CONT. REBAR ® Jt Y�" GYP. BD. TOP, MIDDLE THIRDS, 4 STO5.AOE UNDER PERIMETER OF ROOF INSULATION BOTTOM OF WALL (4 TOTAL) tl WRAPPED IN VAPOR BARRIER h' (WHEN AFFL I CALBE) NEW �" THK. PLY P. GONG. CONT. FT6. (I \ WOOD II ROOF DEGKIN6 (MIN. 4,000 PSI) NEW I" THK. R16I1P INSULATION 4" P. GONG. SLAB II ADHERED TO DEGKIN6 6ALV.Tm ' 11 DRIP-5TOP 6"xb"-IOxIO W.W.M. BETWEEN EDGE CENTER I$ UPPER 1 OF SLAB II R TREATED Vx12" SILL FOR CONTACT SECURED IN PLACE DURING POU It w/GONG. (IF APPLICABLE) •. II •.' • A. BASEMENT 6 MIL POLY ° ` ,'+ MOISTURE RETARDERI 4• 4. O 1 NEW " THK. GYP. BD. I 14" GRAVEL BASE + '• .. ` •.. PROVIDE INSULATION BETWEEN CAVITIES (3) i5 HOR. CONTI REBAR PER ENERGY TABLE (WHEN APPLICABLE) 2 " PROV. GLEAN -0 ROOF ROOF RAFTERS AS NOTED ON PLAN COMPACT FILL N7ER I OR MOOD STAIR DETA I F1_A7 ROOF DETA � f=0UN1:;)A710N NALl. DETAIL. A-401.00 SCALE: 5/4" = I'-0" A-401.00 SCALE: 1" = 1'-0" A-401.00 SCALE: 5/4" = 1'-0" 2'-0" LAP (TYP) I z II w ------------ I �I ------------t--= -- II I TYP. ROOFIN6 (SEE ------- -- --_ --��-- SECTION NOTES) / I I I I 11 NOTE: w TYP. ROOF CONSTRUCTION #5 REBAR (TYP.) Q I I I j I I. IF FINISH MASONRY USED (SUCH AS Q (SEE SECTION NOTES) Q,� Q^ I I I I BLUESTONE) - MASON TO ADJUST a / #5 BENT �� I I I I I HOHT OF LANDING A5 REO'D TO SIMPSON' H2.5A // REBAR (TYP) Oi I I I I ACCOUNT FOR FINISH MASONRY RAFTER TIE N I I 2. ALL HORz.SURFACES SHALL BE PITCHED PROJECT: ® 1:46 AWAY FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL LA U R E L AV E N U E ADJACENT COPPER FLASHING FROM ABOVE AND I I I INASPHALTI�SLAB, A BED ALL LL FLASHING 4" P.GONG.SLAB LOT G.J. AS PER PLAN I I" w/bxb 10/10 KW UPON COMPACTED STAIR DRAINAGE CALCULATIONS:STAIR W "'ILL = 4'-0" fr PJ ILL PROPOSED NEW AREA,= 60 5.F. _ 1815 LAUREL AV E N U E GRADE FASG I A BOARD 60 5c�. Ft. X 0.I'7= SS REBAR BENT TO .� °_ •�_ -« 8.5/3.1= 2."I VERT. FT, OF 2' DIA RING REQ. SLAB AS SHOWN �.-- PRE-FAB. RAILING w/REQUIREMENTS BEAM AS PER PLAN CORNER CONNECTION T =-�__=° SOUTHOLD N.Y. 11971 PROVIDE (1) 2' DIA. Y, 5'-0" DEEP STORM y a. \ \ \ z AS PER PLAN. RAIL SHALL HAVE WATER LEACHING SYSTEM ••ice' . //\//\//\// CAPACITY TO RE515T 200 LB5 OF g • . \�\/\/\ LATERAL LOAD. MATERIALS SHALL "SIMPSON" PG64 -4 'i (FOR 5 PLY BM) NEW SIMPSON LU526 i EPDXY PAINTED STL., /\\j\/\/ � BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: "SIMPSON" BG52-2/4 GALVANIZED JOIST �'' .°/� + 6\ / b / / - DIPPED 6ALV., (FOR 2 PLY BM) HANGER #5 REBAR (TYP) 2'-O" LAP c •/// y ///%// / // DESIGN DETAILS (I) #4 REBAR ® EA. �, • EPDXY PAINTED WROUGHT IRON. (TYP.) STEP;3 GVR ® ENDS / ATTACHMENT AS - / / / / / / / / PER RAIL MANU. BEND REBAR TO SLAB -------{-- -i -- --------- 10' a < • • \\\\\\ \\\\\\\\\� \�\� ALL NOTE: GONG. SHALL 4"P.GONG.SLAB w/ I I I •° / \\/\/\/ r '.. b"xb"-10/f0 W.W.M.UPON LANDING MIN. ° ii \ \ COMPACTED /\/\/\/ l� BE 4p00 P51 (MIN) .� �_ ,,�° __ Z - - COMPACTED FILL II -------------- X a■ °: •,'�" //\//\// /� FILL i�/ / / /// (U #4 REBAR . :II \ \ ----__ ==k�---fl-------- % \ \�\\�\\�\\,\\ \ \ �\ \ \ o I \ \ PAGE: m Q ✓A. : \\ \ #4 REBAR ® 10"�\\ \\ \� \\ \\ Z O CONT. ® TOP \/\ I I 4" P.GONG.SLAB w/ 2"x4" t' y' / // // // // O.C. (MIN. 5) \/ /\/ / 0 0 \ \ \ b"xb"-lo/lo W W.M. KEYWAY a 1 �iii \ \ \ \ \ \ \\ \ \ - u #5 REBAR ® 56" O.G. II UPON GOMPAGTED FILL Kira'' / O.C. .//\//\ - 0 P.T. POST AS =—_-- ——_ ---I------- �• y'i�� \/\\/\\ ■e PER PLAN - I 1 II 4" DRAIN CONNECTED • �iiii \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ttl GRADE II /\/\/ ■ /\ \/\/\/\/\/\/\/\/\/\/\/\/\/ O ,. 40 / / COMPACTED I I TO EXIST.MAIN LINE a✓iii° �,, \ \//\ I. \\/\ FILL \\ \\ \\ \\ \\ \\ o \/\\/\\/ 0 6" THK. P. \ OL .// / // �'- GONG. WALL •. i 1 I /\/\ Q I I I II L-•-.-T- :- - a- -_-_-• \\/\\/\\•� / ALL P. GONG. \ III. II II I� #5 BENT �I \/ �' Q \/\/\/\/\/\/ SHALL BE \/\/ III W/ // DATE: 01 19 24 //\// ��\//\//\//\//\//\//\/ 4poo Psl (MIN) #5 BENT REBAR ICI V,\\ \\ / 13 OF 19 REBAR (TYP.) #4 REBAR CONT. ® loll C.G. (MIN. 5) • •. \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ® 36" O.G. 11 I I° O P // // // / // // // // // // // I (1) #4 REBAR CONT. /"SIMPSON (I) #4 REBAR CONT. ® BOTTOM POST BASE PER LI I I #5 BENT REBAR a 1211 O.G. I•, /\\/\\/\\/\\/\\/\\/\\/\\/\\ \\/\\/ III'• • \\ \\ POST SIZE \//\//\//\//\//\//\//\//\//\//\//\//\//\//\// IS" WIDE x 12" DEEP 8 THK. P. CONC. WALL \/\/\/\/ P. GONG. FTC. . .I ,.a \ \ \ (1) #4 REBAR CONT. •I a \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \ I I la" HIDE )( 12" DEEP •:° ;•, \ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ \ REBAR ''',. C� i P. GONG. FT6. IX_ // // // // // // //\//\//\//\//\//\//\//\//\// • ? �•. w �� : .'o STONE PATIO AS PER PLAN .; . • \\/\\/\\/\\/\\/\\/\\/\ \\/\\/\\/\\ \\/\\/\\/ 'T' CONNECTION (2) #5 HOR. REBAR •I �`5 4 �, C GOVI=RED FOROH DETAIL A-401.00 SCALE: 3/4" = I'-O° EXTERIOR MASONRY' STAIR R DETAIL EXTERIOR MASONRY DEGfo DETAIL J, �j REBAR OVERLAP DETAIL A-401.00 � _ _ � A-401.00 SCALE: 3/4" = I'-O" A-401.00 SCALE: 3/4 - I O SCALE: 5/4" = 1'-O" PROVIDE BEAM SPLICE CENTERED ABOVE COL. WHEN NOTED ON PLANS I Q 8 (4) 3/8" H.D.G. LAG 0 BOLTS (PREDRILLED) w FLOOR SYSTEM AS J NOTED ON PLAN Q Cy _ NEW 5TL. GAP PL. 'A', 'B', 0-)— — — - — -1- — OR 'G' (PER BEAM CONFI6) FLOOR WOOD BEAM r � I � AS NOTED ON PLAN r O CD W O I ELDED TO COL.;SEE GAP Q O PL. DETAILS = � N � r —�� — — — — NEW 3-1/2" O.D. 5GH 40 'E O 3/8" THK. PL. NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. O C Lo z 4 I 5/&" THK. H.D. WELDED TO COL.;SEE (A5TM AI23) AS PER 'I /4 BASE PL. DETABOLTINO STEEL (O EGZUAL)PLAN 15'r IM5 C X 0 N GALV. PL. 5 FOR � O c� � O O m .� i i PROVIDE GOLD JOINT GONG. SLAB r� N O }' GAP PLATE A AT GONG. SEAMS (TYP) Q Oco FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE t ° LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER It:. i. fit. a e ; .... 4" GRAVEL BASE — NEW (2) #5 HOR. REBAR UPON (2) #5 PROVIDE BEAM SPLICE n CENTERED ABOVE COL. 8 (4) 3/8" H.D.G. LAG NEW 18"xI8"x12„ HOR. REBAR (4 TOTAL) DEEP P. GONG. PAD E.>S�o ppt�llLED FILL WHEN NOTED ON PLANS BOLTS (PREDRILLED) FT6. (MIN. 4,000 PSI) V LLJ PERMACA5T COLUMN AS PER PLANS; INSTALL AS PER MANU. SPECIFICATIONS �- - 3/8" THK. FL. Y41 i 4 GALV FL.H H.D. Q• STEEL COLUMN FOOT I NO DETAIL •- A-402.0 W)U) Ll POST BASE PER MANU. GAP PLATE 'B' SCALE: 5/4" = 1'-0" ^� SPECIFICATIONS FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE 0 LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL _ FLOOR 4" GONG. SLAB FINISHED o a I to ORADE PROVIDE BEAM SPLICE 8 tt a ��\��\� CENTERED ABOVE COL.,--' (4) 3/8" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR TANOTED ON PLAN AS GRADE ��\��\� BOMP ILL — O I — — NEW 5TL. GAP PL. 'A', 'B', FLOOR WOOD BEAM v d ° \�\\ EVERY 6D — — _ — — — f �� OR G (PER BEAM GONFI6) A5 NOTED ON PLAN _ — WELDED TO COL.;SEE GAP PL. DETAILS Q /x EXTEND FOUND. WALL 8 FT6. AT — — — �— — — ( NEW 3-1/2" O.D. 5GH 40 \ \\ \\ COL. PER FOUND. PLAN;PROVIDE \ O NEW BASE PLATE 'A' HOT DIP GALV. STL. COL. ADDITIONAL (2) #5 VERT. REBAR O WELDED TO COL.;SEE (A5TM AI23) A5 PER Z \ \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS 8 (1) #5 HOR. REBAR IN" — — — — _ _ MAX. SILL- o a \\�\\\ ENLARGED FT6. BOLTING STEEL (OR EQUAL) 44 _ /� / 3/8 THK. PL. I „ I i i NEW 4" P. \ �\ I /4 3/b" THK. H.D. AT GONIDE O. CAMS (7YP) HE I C HT GONG. SLAB \/\ \/ 4 GALV. PL. PER CODDEE GAP PLATE 'C.'R310.2.1 I EXTERIOR MASONRY DECK FOUND. WALL b FT6. AS PER ' DETAIL X/A-XXX FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE LVL a 1 LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL == BASEMENT m LUMBER OR 5.25" WIDE PSL, AS WELL A5 (2) 1-5/4" WIDE LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 4" GRAVEL BASE ° NEW (5) #5 HOR. FLOOR --•- — REBAR UPON (5) #5 r _ NEW 24"x24"xl2" HOR. REBAR (6 TOTAL) " q DEEP P. GONG. PAD COMPACTED FILL Z . . FT6. (MIN. . 4,000 P51) w SORE=55 Jul I N ON NELL DETAIL 2 FERMACAST COLUMN DETAIL � STEEL COLUMN GAF 4 BASE FLATS DETA I L5 0 0 U A-402.0 A-402.0 A-402.0 SCALE: 3" = I'-O" SCALE: NT5 SCALE: 5/4" = 1'-O" LiJ E- Q STEEL COLUMN FOOT 1 NO DF-TA I L PROJECT: 8" TH I r_X RE I NFORGED CONCRETE A-402.0 Ct SCALE: 3/4" = I'-O" LAUREL AVENUE O s AB LOT 4 O RASS SHOULDER AREA (T`rF.) 24" DIAMETER CAST IRON OR IDEF I NED SURFACE GO\/ER INLET ORATE 4 FRAME I 1515 LAUREL AVENUE FLOOR 5Y5TEM AS SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW STL. GAP PL. 'A', 'B',OR FLOOR WOOD BEAM DRAWING TITLE: G (PER BAAM GONFI6)WELDED TO COL.;SEE GAP AS NOTED ON PLAN (-- I I PL. DETAILS DESIGN DETAILS NEW 3-1/2" O.D. SCH 40 ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. ti i WELDED TO COL.;SEA (ASTM AI23) AS PER ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ BABA PL. DETABOLTING STEEILS FOR D(O EQUAL)IMS II I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III— NEW4" P. �— —III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I I AT CONCDE COLD JOINT. SEAMS (TYP)LLI PAGE: GONG. SLAB �- I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ - III III III- I •�. • a. " - O Z ( I •• . ' . • . .. . .. . I I I 4" GRAVEL BASE ° �� DATE: 01 19 24 `�- / / 14 OF 19 •_ COMPACTED FILL (v PRECAST GONG. NEN DEEP P3GONG�PAD NEW(4) #5 HOR. O ROUND LEACH I NO RI NC. SEE REBAR UPON (4) #5 WATER CALCULATIONS ON FT6, (MIN. 4,000 Psu HOR. REBAR (8 TOTAL) SITE FLAN FOR REG'D EFFECTI\/E DEFTH 2 t_O tt DIAMETER AS 2 GJ > MIN. FER SITE FLAN MIN. .1 C GLEAN SAND O RA\/EL FILL E. s../ -� DRN6NELL DETAIL p� a ti A-4o2.0 57EEL COLUMN FOOT I NO DETAIL SCALE: 1/2" I'-O" A-402.0 SCALE: 3/4" P-O" OENE��AL <E**"r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.0. 57L. 0- EX1571NC7 TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAI'4E (L.O. � NEW FOUNDATION WALL 57L. WHEN APPLICABLE) W _J m NEW I-HR FIRE ♦r:ATED MIN. (2) 2"x4" 57RUG7URAL WOOD FRAME (L..0. 57L. ® P057 FOR 4" WALL5 Q Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL c� CA P057 FOR b" HALLS), U.O.N. _ r 0 NEW 2-HR FIRE RATED _ _ WOOD FRAME (L..O. 57L. CV O � WHEN APPLICABLE) O � � G z �t Io �, 0 U N P05T 8 COLUMN DESIGNATIONS: - - - - - - - - - - - - - CO STRUCTURAL PLAN NOTES (- O o m � POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DE516NATIONS Do NOT IMPLY - 6-� - - •+ �' ' 4B O QLo SINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES B STANDARD - -- - - - - - - - - � Q r- • I 'j.. •',,� ';::..: ,; � • •..:. �:;' (� - - - - - - - .' I � � O I ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. I I 4, I ABOVE INDICATED P05T5/BEAM5. OSTACKED POST/COLUMN: 0-AI (1) 2"x4" POST BI (1) 2"x6" POST I -I 2 LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH i P05T OR COLUMN ON FLOOR BELOW/ABOVE. 3 INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"x6" POST AS INDICATED BY DASHED OUTLINE. AL16N STUDS OF BEARING HALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST g3 (5) 2"xb" 1-05T HOLDOWN (I5T TO 2ND FLOOR): j I I I NEW 11.5'75" 560 WI F.J. a 16" O.G. HOLDOWN WAS PER PAGE 6-•003 A4 (4) 2"x4" POST B4 (4) :2 P05T 4a HOLDOWN (FOUNDATION TO I5T FLOOR): I I I ,: I I I 4-a ,.. r , ■ HOLDOHN 'B' AS PER PAGE 5-003 A5 (5) 2"x4" POST B5 (5) 2"xb" POST NEW REINFORCED P. GONG, 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 3-I/2" O.D. SGH 40 5-I/2" O.D. SOH 40 3. 4" (MIN) GRAVEL SASE G- 5TL. COL. (ASTM 0- 5TL. COL (ASTM AI23) BY SIMS AI23) BY SIMS 6B NO 24 D 400TIDEEP P. GONG. PAD FOOTING AS PER STEEL (OR EQ) STEEL (OR EQ.) 4-O'-� DETAIL 2/A 401. I STRUCTURAL PERMACA5T OOLUMN (5,000 LEW: POURED CONCRETE AND STEEL REINFORCEMENT NOTES:STRUCTURAL SGUARE I I I I I I V TA Bp00 L55 LOAD E MIN. RINGCAPACITY. BEAM PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT COLUMN, AS PER L ENSURE G CON NTRIC SPECIFICATIONS. FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. v PERMAGAST COLUMN FOOTING (PAD FTC.) � 7B PERMAGAST COLUMN UPON 12",9 P. GONG. 50NOTUSE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I 0 O UPON 24 x24'xl2" DEEP P. GONG. FOOTING AS PER 01 SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR7. ;, LL DETAIL b/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER ENCOUNTERED. �,. - I :• 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. .' I NEW 11.5 15" 560 WI F.J. A5 PER DETAILS 5/A-401 6 g/A-401 (TYP) j ® Ib" O.G. I Rr F TOP OF FOUND. HALL MAY BE STEPPED POHN AS . ALL FOUNDATION NORK SHALL BE O 4 REO.'D TO ACCOMMODATE R TE 6AA6 DOOR GL SURE 6 25 DAYS AND SHALL CONFORM TO A °ECURRENTR AT AOI 31b CODE. 1 d m c c DWELLING ENTRY (VERIFY DIM.. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED - 1 13 to NEEDCARB�o BE EPDXY GOAIT5EDN STEEL 6RADE 60. WWM FOR SLABS DO NOT O m TYPICAL P. GONG. FOOTINC3 8 WALL CONSTRUCTION: 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 - 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 6-005 SHALL BE STAGGERED. P. GONG. FOUND. WALL AS PER DETAILS g/A-40 BASEMENT, DETAIL 5/A-401 a GRAWLSPACE, 8 DETAIL 1• PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN C WA-401 ® SLAB-ON-GRADE: PLACE AT TIME OF POURING B MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. 45 4B 10 I ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR - - B.O. FOOTING 3'-0" BELOW 5RADE MIN. 5. Or SHALL CONFORM TO ASTM 0-33 FOR STANDARD WEIGHT 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. , • ,. 12 12 .• '.ti r• APPLICABLE) - $ - AIR ENTRAIN P. GONG. FOR PORCHES / PATIOS / "• ) 11.5-i5" LVL DROPPED 61RDER L -1 (2) IL5-15" LVL DROPPED GIRD R - - - STOOPS (WHEN APPLICABLE) - - - - - - - - - - - - - - - - - - - MA5oN TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING CONCRETE MIXTURE FOR HEIGHT OF WALL B SLAB (WHEN APPLICABLE) 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF NEW ATTIC. ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE II HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I. MIN. 350 # CAPACITY 2.51ZE TO FIT MEGH. EQUIP. THRU OPENING (MIN. 22"x30") 2 SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 3. DEL. FRAMING WHEN NEW OF ENIN6,U.O.N. I ; 4.WEATHERSTRIP AGGE55 OPf°NIN6 d PROVIDE R-4g 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I :a I I u Q !i INSULATION ABOVE w/HD. FR. (OR EQ) BAFFLE OR CONFORM TO AGI 506. RETAINER TO PREVENT INSULATION FROM ENTERING I Qtu DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / ( I I :; I O U O V _ O �j p �j (OMIT WHEN ATTIC. AGGE55 DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I m THERMAL ENVELOPE OF BUILDING). TEMPERATURES WITHIN 10° F OF CONCRETE. I I m m m O 5. INSTALL AS PER MANU. SPEC:.s ( I r 11 r- r r b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN No CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I I I I 3 12 BEAM POCKET (TYP.) REMOVE AS REQ D. I I � 3 3 TYPICAL CLOSED FOUNDA'�ION b THE USE OF HEAT WHEN BLANKETS NECESSARY.R ELECTRIC BLANKETS ARE •; I I I z I f z z 13 a PORCHES / PAT105: ° I I I m BASEMENT I. SEE NOTED DETAILS 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR H16HER O 2. ALL HORM SURFACES SHALL BE PITCHED a 1:48 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I 5'-jy2" 5'-�2" 8'-l�2" 5'-jY2" 5'-jY2" 5'-jY2" 5'-jY2" FROM BUILDING 3. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. 12 FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, I I 6B bB bB ba bg BED ALL FLASHING IN ASPHALTIC, MASTIC g. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I - - _ �-0 - - �C} - - F 7 - �- HA PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I 3 11.5'I5" VL DROPPED "4. PORCH PATIO HALLS OF .SEPARATE POURS SHALL L PPED 6 ER/ 1 ) �D I (3 II.B'15 LVL DROPPED 61 ER (3) 11.5'15 LVL DROPPED IRDE BE DOHELED w/#5 ® 8" O.c:. VERTICAL TO EA. OTHER (ASTM G4g4/G4g4M, TYPES G AND E). I J �� 12 w 8 TO MAIN FOUND. 10. CONSULT ARCHITECT HHEN STEEL EMBEDDMENT OR055 SECTIONAL 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING AREAS EXCEED ONE SQUARE INCH. IS EXTENDED FRAMING TO ROOF RAFTERS: II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I PROJECT: PROVIDE FRAMING EXTENDING- FROM HALL, BEAM,OR TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS REACHED A COMPRESSIVE STRENGTH OF 500 P51. I -► HEADER (BELOW) TO R.R (ABOVE). 12. PLACEMENT TEMPERATURES SHALL CONFORM To AGI Sob. I u a u I LA U R E L AV E N U E 5G I I w o 0 3 0 - - - - - I° - - - - - - - - - - -� g ° � O � I LOT 4 - - - I - - ° IL SOIL BEARINGCAFIA017YNOTE: - - - - - - - - - - - - - - •o/ - - - - - J � ® � ® � ® STRUCTURAL DEVON OF FOOTIN65 ASSUMES A SOIL ,,•A 12 > a a 3 a 3 I I 1815 LAUREL AVENUE BEARING CAPACITY OF I.O TON/S.F. I � z ( Q NEW II.8T5" 360 WI F.J. 1 I I I I I SOUTHOLD, N.Y. 11971 Lu i NEW 11.51511560 1^41 F.J. DD_ ® 16 0.0. m I DRAWING TITLE: L _ _ 1O I PROPOSED STRUCTURAL PLAN _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - P 4 •4' - - - - - - - - - - - - - - - - - - - - - _ 45 ,a I I I PAGE: I � - _ ,B - ,s ,B J �• I I Oro 1 1 p NE w UP I r �. - - - - - - - - - - - -.;r..,.° - - - - - - - - - - - 5•r 'n, - - - - - - - - - - - F 0 10 NEH 11.5"f5 360 WI F.J. IY • h , a 16" O.G. ' \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - -il I \ r DATE: 01/19/24 15 OF 19 \ �? I'-4" w A CH 5" _F B LO WALL RI AX. 5. \ (14) Tr M N. I \ � - - - - - -1 L - - - - � I m0 AR, - - - - - - - - - - - - - - _J �. ''ij �� 61 ,` 5 Z P e e j��•� 4� �; r i e+fL PROPOSED FOUNDATION STRUCTURAL PLAN V SCALE: 1/4" = P-O" : P 0E I ` ERAL 5 I �50L <E"*r : _ EXISTING TO BE DEMOLISHED TIAL HEIOHT WOODD FRAME RAME (L.G TL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w - 57L. WHEN APPLICABLE) J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Co N WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q � � O POST FOR b" WALL5), U.O.N. �- O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. 77 WHEN APPLICABLE) 1" O C � z ' X r -le O U N POST COLUMN DE5IGNATION5: m � CO STRUCTURAL PLAN NOTE5 O o .�, POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED Lo AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY NEW 2"xb" G.T. N OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED 6 16" O.G. s STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMIN6 REOUIREMENT5. Q O I ABOVE INDICATED POST5/BEAM5. a W OSTACKED POST/COLUMN: B AI (1) 2"x4" POST f BI (1) 2"x6" POST Q LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH W POST OR COLUMN ON FLOOR BELOW/ABOVE. u L $ INTERIOR LOAD BEARING WALL (ABOVE): �--a (2) 2"x4" POST B2 (2) 2"xb" POST I BEDROOM I AS INDICATED BY DASHED OUTLINE. 275 S.F. AL16N STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2 x4 POST B3 (3) 2 xb POST HOLDONN (IST TO 2ND FLOOR):FLOOR I N 4 HOLDOWN 'A' AS PER PAGE 6-003 A4 (4) 2"x4" POST B4 (4) 2"xb" P05T 4B HOLDOWN (FOUNDATION TO IST FLOOR): O HOLDOWN B AS PER PAGE 6-003 A5 " �❑ (5) 2E x4" POST B5 (5) 2 xb POST NEW REINFORCED P. GONG. SLAB 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UrION 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40uj 5. 4" (MIN) GRAVEL BASE p�❑G 5TL. COL. (A5TM �a 5TL. COL (ASTM T, AI23) BY 5IM5 AI23) BY SIM5 ■ss PAD FOOTING STEEL (OR Eo) STEEL (OR EG) 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. STRUCTURAL PERMAGAST COLUMN (5,000 L55): POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: LINEN I° Q V 7A STRUCTURAL SQUARE PERMAGA51' COLUMN w/ MIN. s Sp00 LBS LOAD BEARING GAPAUTY. BEAM 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT (5) 14" LVL DRP. HDR. WRAP W/ Ix AZEK h NEW 2"x5" G.J. PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPECIFICATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. I PERMAGAST COLUMN FOOTING (PAD FTC.) 7A O 7B PERMAGAST COLUMN UPON 12"4) P, GONG. 50NOTUBE 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION UPON 24"x24"x12" DEEP P. GONG. 'FOOTING AS PER SHALL BE DE-WATERED. THE POUR 517E SHALL REMAIN DRY FOR WALK-IN <i ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 3 CLOSET 0. DETAIL 6/A-401. O ENCOUNTERED. 73 S.F. BATHROOM I 0 COVERED U uw 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING to O 122 S.F. AS PER DETAILS 8/A-401 d a/A-�FOI (TYP) 5. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. PORCH �p O 2`35 S.F. IA TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT O REa.'D To ACCOMMODATE 6ARAt5E DOOR CLOSURE 4 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. z ®z DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED TYPICAL P. GONG. FOOTING $ WALL CONSTRUCTION: CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT l0 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 O ANCHOR BOLTS AS PER PAGE 6-005 SHALL BE STAGGERED. P. GONG. FOUND. WALL AS PER DETAILS a/A-401 _77BASEMENT DETAIL 5/A-401 ® CRAWLSPAGE $ DETAIL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL B HARDWARE IN "' ti P' '` s'; n III 77777 7/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING S MAINTAIN REQUIRED CLEARANCES, _ :a P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY COVERAOE5, AND PLUMBNESS. i I W ® (2) 11.575" LVL HEADER / ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR / B.O. FOOTING 5'-0" BELOW GRADE MIN. 5. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WEIGHT 1/2" EXPANSION JOINT ® PERIMf=TER OF SLAB (WHEN CONCRETE. APPLICABLE) _..- AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS STOOPS (WHEN APPLICABLE) - GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE _ BUTLERS I I I I MASON TO ACCOUNT FOR FINISH STONE ON THIN SET 1 PANTRY KITCHEN FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) ;F 87 S.F. 262 S.F. i I I I 1. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 1 �u ONEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE po w II I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. Q ® 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") i 11 5.DBL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. O I E 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q i NEW 1.575 560 WI F.J. I 3 I 1 I 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I ® I6" U.G. o o O V I O V O V V V ' INSULATION ABOVE w/ HD. FR. (OR ECZ) BAFFLE OR CONFORM TO AGI 506. I X O O O GREAT ROOM ? O I RETAINER TO PREVENT INSULATION FROM ENTERING m _ I m m I I DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 j O - cV - cV _ cV 627 S.F. x I 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / Iu - r - r (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I dJ TEMPERATURES WITHIN 10° F OF CONCRETE. ? 2 GAR GARAGE O - - J - - 1- Z THERMAL ENVELOPE OF BUILDING). O I ® dJ ® Ij j w 5. INSTALL A5 PER MANU. SPEC.s IL I ui AUNDR 3 I #s; 6.CONSULT H.O. FOR PRE015E LOCATION OF ACCESS. 462 S.F. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. j in 2! GL: I I Z REMOVE AS REQ'D. / N I2 BEAM POCKET (TYP) / = 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE / I I 11 I w TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. / I uz! i j j 13 a� PORCHES / PATIOS: / I I. SEE NOTED DETAILS 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55" F OR HIGHER / I 1 O 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10" F OF CONCRETE TEMPERATURE. / 1 I j v FROM BUILDING / NEW 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. / UP I II /' '� Lu FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 / IY / 10 / / 3 11.575" LVL DROPPED HEADER BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER (A5TM G4a4/G4g4M, TYPES G AND E). I � _ 8 TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL AREAS EXCEED ONE SQUARE INCH. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED 15 EXTENDED FRAMING TO ROOF: RAFTERS: TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROJECT: PROVIDE FRAMING EXTENDING FR'.OM WALL, BEAM, OR REACHED A COMPRESSIVE STRENGTH OF 800 PSI. r n HEADER (BELOW) TO R.R (ABOVE). tL IL BEDROOM 2 � 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. °�'>�:. 159 S.F. LAU R E L AVE N U E O v O U ATTIC O 0 NEW 2"xl0" R.R. O m m 0 LI-iATG4Ji m O m O �{ ® I6" O.G. O in ►n `� GL. u� .9 = �p LOT 4 FOYER POWDER ATHRO 2 222 S.F. W W b4 S.F d SOIL BEARING CAPACITY NOTE: ROOM X Z Z STRUCTURAL DE51ON OF FOOTINGS ASSUMES A SOIL 1815 LAUREL AVENUE BEARING CAPACITY OF 1.0 TON/5.F. ;.'a OS SOUTHOLD, N.Y. 11971 : .: E' Lu Ei 77 ' `' DRAWING ';kZEE` y.� ad4 t< ';:�`°: °a'• A'<••4 .as 3:.�.-:.:�.0" )• ',�ai TITLE: NEW 11.575" 560 WI F.J. PROPOSED STRUCTURAL PLAN DEN v J 222 x O IO (2) 11.875" FLUSH LVL HEADER N m -..- - -- - - -- - - - - 3 -} COVERED NEW NEW UP 7A 7A > PORCH 7A 7A NEW 2"xl0" R.R. MN to 28o S.F. ® I6" O.G. ry - dj z (2) 11.575" LVL DRP. HDR. WRAP W/ ix AZEK ■ (2) II.575" LVL DRP. HDR. WRAP W/ Ix AZEK (2) I 1.575" LVL DRP. HDR. WRAP W/ Ix AZEK 13 PAGE: X � ® L0® I- ■ r. in c c DATE: 01/19/24 16 OF 19 a; sir i�i�Ofi�OS I7 FIRST FLOOR STRUCTURAL. PLAN 50ALE: 1/4 TIAL HEIOHT EXISTING TO BE DEMOLISHED WOOD FRRAME (L.G STL. EXISTING TO REMAIN -`I WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w STL. WHEN APPLICABLE) J i m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q N WOOD FRAME (L.G. STL. P05T FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALLS), U.O.N. NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. It c" O WHEN APPLICABLE) O C Lo 4 T- Z _ F057 4 COLUMN DESIGNATIONS: :) O � CO STRUCTURAL PLAN NOTE5 O o m 4 POSTS 3 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED SINGLE SPAN STRUCTURAL MEMBER: SUCH FOLLOWS. NOTE THAT THESE DEVCSNATIONS DO NOT IMPLY NO O 4 SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES Q STANDARD r r;?;�•:°:,, %t," :,. , '• 'A-q:->'a Q O �- O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAMS. - - - STACKED POST/COLUMN: „> _ t O2 LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH AI (I) 2"x4" POST BI (I) 2"xb" POST POST OR COLUMN ON FLOOR BI=LOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): M---g (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. ®-- (5) 2"x4" POST B3 (5) 2"xb" POST OHOLDOWN (I57 TO 2ND FLOORL HOLDOWN 'A' AS PER PAGE 5-003 A4 (4) 2"x4" POST 91--441 (4) 2"xb" POST 4B HOLDOWN (FOUNDATION TO I5T FLOOR): HOLDOWN 'B' A5 PER PAGE 6-003 A5 (5) 2"x4" POST B5 (5) 2"xb" POST s NEW REINFORCED P. GONG. SLAB I v 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-I0/10 W.W.N. UPON 2. 6 MIL POLY VAPOR BARRIER UPON 3-I/2" O.D. 5CH 40 5-1/2" O.D. SGH 40 ' 3. 4" (MIN) &RAVEL BASE p--�C 5TL. COL. (ASTM �❑p 5TL. COL (ASTM AI23) BY SIMS AI23) BY SIMS PAD FOOTING STEEL (OR EQ) STEEL (OR EO.) I + 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. STRUCTURAL PERMACA5T COLUMN (5,000 L55). POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 7P STRUCTURAL SQUARE PERMACA5T COLUMN w/MIN. I , 95,000 LBS LOAD BEARING CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ■ PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND COLUMN, AS PER MANUFACTURER SPEGIFIGATIONS. DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. PERMAGAST COLUMN COLUMN F00' 1 NP (PAD SONOTUBE �B � 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION UPON 24"x24"x12" DEEP P. CON:.. FOOTING AS PER SHALL BE DE-WAT THE POUR SITE SHALL REMAIN DRY FOR ENTIRETY OF POUR.. CON CONTACT ARCHITECT WHEN WATER I I I ( DETAIL 6/A-401. ENCOUNTERED. 24'x12" DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS 8/A-401 b a/A-401 (TYP.) 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. TOP OF FOUND. WALL MAY BE STEPPED DOWN AS 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT O REO.'D TO ACCOMMODATE 6ARA&E DOOR CLOSURE d 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED OTYPICAL P. GONG. FOOTING 4 WALL CON5TRUCTION: CARBON STEEL ASTMA615 &RAVE 60. MM FOR SLABS DO NOT l0 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD d NEED TO BE EPDXY COATED. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS ANCHOR BOLTS AS PER PAGE 6-003 SHALL BE STA66ERED. P. GONG. FOUND. WALL AS PER DETAILS 9/A-401 BASEMENT, DETAIL 8/A-401 ® CRAWLSPACE, d DETAIL 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 8 HARDWARE IN '1/A-401 ® SLAB-ON-GRADE PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, P. GONG. FT6. AS PER DETAILS) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR I " EXPANSION B.O. FOOTINO S ER OF SLAB (WHEN CONCRETE ELOPE&RA M 8 ALL CONFORM TO A5TM C-55 FOR STANDARD WEIGHT - - - - - - - - -� � - - - - - - - - - - -L1- - - - APPLICABLE) • AIR ENTRAIN P. CONC. FOR PORCHES /PATIOS - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , 5TOOP5 (WHENAPPLICABLE) - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - MASON TO ACCOUNT FOR FINISH STONE ON THIN SET CONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE Iell \` FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) '...:., .°::;.f ." s';':., .:;:,•a-.::-`',a.r,.,.;i':;..:. ,.,. ;:r:::: ,..�;:. . :,;,:.. ::.. <. ° . ih:.. � I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I I ^ " ~' "° E: OII NEW ATTIC ACCESS - PULL DOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I. MIN. 350 # CAPACITY HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. I I - - - - - - - - - - - - - - 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30")5.DBL. FRAMING WHEN NEW OPIENIN6, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4Q 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL INSULATION ABOVE w/ KO. FF.. (OR EQ.) BAFFLE OR CONFORM TO AGI 306. I I WALK-IN BEDROOM 4 RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R4022.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / CLOSET WALK-IN (OMIT WHEN ATTIC AGGE55 VOES NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I 45 S.F. CLOSETTHERMAL 205 S.F. 5. INSTALL AS PER MAN SPEG OF DING). TEMPERATURES WITHIN 10° F OF CONCRETE. I I O 455 O O b.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. N:D cV� ry� REMOVE AS REQ'D. BEDROOM 3 00 � 12 BEAM POCKET (TYP.) z 24"1 S.F. w I I I I '- 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE : = Z I I I I z BATHROOM 4 w TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. 7o S.F. 13 0 PORCHES / PATIOS: 1. SEE NOTED DETAILS 'i. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER �JD 2. ALL HORZ. SURFACES SHALL. BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I I I v FROM BUILDING 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. v v ® I I ( I FLA5HIN6 FROM 12' ABOVE .AND ADJACENT TO SLAB, O BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER (A5TM C494/C494M, TYPES G AND E). BATHROOM 3 d TO MAIN FOUND. 13b S.F. zw ,. „s,, x I 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 5ECTIONAL AREAS EXCEED ONE SQUARE INCH. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING y 1I. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I n \ O15 EXTENDED FRAMING TO ROOF RAFTERS: n I TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS PROJECT: PROVIDE FRAMING EXTENDING FROM WALL, BEAM,OR HEADER (BELOW) TO R.R (ABOVE). REACHED A COMPRESSIVE STRENGTH OF 800 PSI. - -� - 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. - - - - - - - - - I LA U R E L AV E N U E O O II 3 LOT 4' re LINEN O _ ATTIC/STORAGE FA-1 SOIL BEARING CAPACITY NOTE: FAMILY ROOM UNFINISHED, STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL I z ® 465 S.F. LAUNDRY ® UNCONDITIONED SPACE I \ I I I 1815 LAUREL AVENUE BEARING CAPACITY OF 1.0 TON/5.F. �/�" ^1`I Ie ROOM LTA 66 S.F. I I SOUTHOLD, N.Y. 11971 II II I DRAWING TITLE: PROPOSED STRUCTURAL PLAN II II (3) T_5' LVL FLUSH HEADER- - - - - - - - - - - - J- - - - - - - - - - - - - - - - - r - - r- - - -1 PAGE: AVft II NEw UP - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - a ® DATE: 01/19/24 17 OF 19 \ \ �% 'y�0 PROPOSED SEOOND FLOOR STRUOTURAL PLAN (p _ � SCALE: 1/4�� - I -O�� 1 OENEFR L SYM50L <E"%r : _ EXISTING TO BE DEMOLISHED k4OOD FRAME (L.G 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME: (L.G. NEW FOUNDATION WALL Q 5TL. WHEN APPL I GABLE) W NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL J (B WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS Q M CV WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL C POST FOR b" WALLS), U.O.N. � NEW 2-HR FIRE RATED CT r WOOD FRAME (L.G. 5TL. r 'C a WHEN APPLICABLE-) . r z 4 r POST 8 COLUMN DESIGNATIONS: c O U CV STRUCTURAL PLAN NOTES POSTS 3 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED O $ O m � SINGLE SPAN STRUCTURAL MEMBER: AS FOLLOWS. NOTE THAT THESE DESI&NATIONS DO NOT IMPLY O SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED _ _ _ _ _ _ _ _ _ _ _ _ N Oco O STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD _ _ _ _ _ _ - O ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. i - - - - - - - - - Q r �' ABOVE INDICATED POSTS/BEAM5. OSTACKED POST/COLUMN: ® AI (1) 2"x4" POST 0 BI (I) 2"xb" P05T LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): M---H (2) 2"x4" POST B2 (2) 2"xb" POST AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALL:5 TO LAND DIRECTLY I I NEW 2"xl0" R.R. UPON F.J. OR BEAM (WHEN APPLI,fABLE) BELOW. A3 (5) 2"x4" POST B3 (5) 2"xb" POST II � HOLD OWN (IST TO 2ND FLOOR)- HOLDOWN 'A' AS PER PACE 0-003 A4 (4) 2"x4" P05T B4 (4) 2"xb" P05T 4B HOLDOWN (FOUNDATION TO I5T FLOOR): I I 10:12 10:12 HOLDOWN 'B' AS PER PAGE 0-003 (5) 2"x4" P05T B5 " ■ NEW REINFORCED P. GONG. SLABA5 � �) 2 xb° P05T 5B I. NEW 4" THK. P. GONG. SLAB ri/6"xb"-I0/10 W.W.M. UPON O 2. 6 MIL POLY VAPOR BARRIEF: UPON 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 3. 4" (MIN) &RAVEL BASE p--a STL. COL. (ASTM �� 5TL. COL (ASTM A123) BY SIMS A123) BY SIM5 I W ■ I I Q I PAD FOOTING STEEL OR EQ. STEEL OR EQ 6B 24"x24"xl2" DEEP P. GONG. PAD FOOTING AS PER NEW 2"xl0" R.R. I DETAIL 2/A-401. ® I6" O.G. STRUCTURAL PERMAGAST COLUMN (5,000 LBS): 7P STRUCTURAL SQUARE PERMAGA°�T COLUMN w/MIN. POURED CONCRETE AND STEEL REINFORCEMENT NOTE-5: x` I I I PLACEMENT LSHOAD ALLBENSUIRE NO CONCENTRIC LOADING OF CAPACITY. BEAM I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT I � O COLUMN, AS PER MANUFACTURER SPECIFICATIONS. FOUNDATIONS ANGLE OF 45 PROJECTED OUTWARD AND I I I i ■P, GONG. SONOTUBE 2 DOWNWARD FROM THE THE BOTTOM OF EXISTING ADJACENT FOOTINGS. I ♦V/,1 ?B PERMAGAST COLUMN 12 I`l. (PAD FTC.) PERMAGAST COLUMN UPON 12"0 IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION I I I W UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR w DETAIL 6/A-401. ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER - �I ENCOUNTERED. 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING i� C AS PER DETAILS 5/A-401 d 9/A-•401 (TYP) 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. TOP ALL FOUNDATION K SHALL BE O OF TO ACCOMMODATE CAR G D THE CLOSURE B L MAY BE STEPPED DONN AS 4 25 DAYS AND SHALL O 1-51 POURED CONCRETE AT CONFORM TO E CI CURRENT A 515 CODE. REQ.D t I \ DWELLING ENTRY (VERIFY DIM. IN FIELD) 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED OTYPICAL P. GONG. FOOTING ,¢ WALL CONSTRUCTION: CARBON STEEL ASTMA615 GRADE 60. MM FOR 5LA55 DO NOT O O 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD E NEED TO BE EPDXY COATED. x SILL SEAL; ANCHOR BOLTS" F.T.PER PAG SILL E TE 6-003 LONER SHELF, b. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS tY X ® I I \ • P. GONG. FOUND. WALL AS PEFZ DETAILS a/A-401 ® SHALL BE STAGGERED. 7 BASEMENT, DETAIL 8/A-401 ® GRAWL5PACE, 6 DETAIL , PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN I I \ I/A-401 ® 51LAB-ON-51RADE PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, P. GONG. FTC. AS PER DETAIL(5) NOTED SEPARATELY COVERAGES, AND PLUMBNE55. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR B.O. FOOTING 5'-0" BELOW 651ADE MIN. 8. CEMENT SHALL CONFORM TO A5TM 0-33 FOR STANDARD WEIGHT 1/2" EXPAN510N JOINT ® PERIMETER OF SLAB (WHEN CONCRETE. APPLICABLE - - - - - - - - j- -Li - - - -- - - - - - - - - - - - - - - - -� 1 - - - - - - - - - - - - - - - • AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - STOOPS WHEN APPLICABLE) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET GONGETE - GOLD WEATHER POURING d CONCRETE MIXTURE FOR HEIGHT OF WALL $ SLAB (WHEN APPLICABLE) I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I - - - - - - - - - - - - - - - - - - - - - _ - - - - - II NEW ATTIC ACCESS - PULL GOWN STAIR: CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE I I. MIN. 550 # CAPACITY HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I I NEW 2"xl0" R.R. I NEW 2"xl0" R.R. I i 5. DBL. FRAMING WHEN NEW OPENING, U.O.N. 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. C ® I6" O.G. 4.WEATHERSTRIP ACCESS OPENING 6 PROVIDE R-41 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL INSULATION ABOVE w/ ND. FR. (OR EQ.) BAFFLE OR CONFORM TO AGI 506. RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / I I 10:12 x 10:12 THERMAL ENVELOPE OF BUILMIT NHEN ATTIC ACCESS D OES DING)NOT PENETRATE SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO I I = `j I I 5. INSTALL A5 PER MANU. SPEC.'S TEMPERATURES WITHIN 10 F OF CONCRETE. 06 N 2 RFLAT OOF 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. J 12 BEAM POCKET (TYP.) REMOVE AS REQ'D. b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE TYPICAL CLOSED FOUNDATION PERMITTED WHEN NECESSARY. I v w 13 ® PORCHES / PATIOS: p p I. SEE NOTED DETAILS 'f. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR H16HER I X 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I ® N I I I v FROM BUILDING 3. FOR SLABS ABUTTING FRAMIN5, INSTALL COPPER 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURIN6. I z O N FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, BED ALL FLASHING IN ASPHALTIC MASTIC a. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE f 4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 I (2) 2" X 14" RIDGE BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER (A5TM 04a4/0494M, TYPES G AND E). I I NEW 2"xl0" R.R. (2) 21, X 161, RIDGE ` - - - - ____ NEN 2"xl0" R.R. I I W k TO MAIN FOUND. 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL I ® 16" O.G. ® Ib" O.G. Q 14 PROVIDE 4" SHELF FOR GONG. 51-AB AND/OR F.J. BEARING AREAS EXCEED ONE 5QUARE INCH. 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED EXTENDED FRAMING TO ROOF RAFTERS: I TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I I I I PROJECT: 15 PROVIDE FRAMING EXTENDING FROM WALL, BEAM, OR _ v p REACHED A COMPFRE551VE STRENGTH OF 500 PSI. 0 0 I 10:12 HEADER (BELOH) TO R.R (ABOVE). I N=lz ( I LA 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. I ( 3 a ( I I I EL AVENUE t _ L® ' 4 - - - - - - - - Z - - - - - -I ROOF o0 II - - - - - - - - - - - - - - _ SOIL BEARING CAPACITY NOTE: I I a STRUCTURAL DESIGN OF FOOTINGS A55UME5 A SOIL I I I O NEW 2"xl0" R.R. BEARING CAPACITY OF 1.0 TON/5.F. I I x I I I I 1815 LAUREL AVENUE l ( ( I I SOUTHOLD, N.Y. 11971 II x NEW 2"xlO" R.R. I I cV I ® 16" O.G. ( N I I I DRAWING TITLE: d 10:12 I I NEW 2"xlO° R.R. a 1� ® 1b" O.G. PROPOSED STRUCTURAL PLAN I I � I I r o o � I - - - - - - - - - ® - - - - - - - - - - - - - - - - - - - - II PAGE: NEW 2 xl0 R.R. IY ry 1 1 FLAT I I = !P (0)-T 0 0 ROOF I tu \ \ Ii I � X I DATE: 01/19/24 18 OF 19 \ n \ \ I I NEW 2"xlO" R.R. O.G. IO:Ic 2 _ /Y L- - - - - - - - - - - - J � , r: I PROPOSED ROOF FRAMINO PLAN 50ALE: 114" = I'-O" 4" FRESH AIR VENT /1\THROUGH ROOF I I I _ Q 3"I 0 I w I w ► J � IL I Cr) O 1 ¢ Lo N C p 1 O O (D Q .0 ct of O I O c r— z 4 �. O iI►I e- ., 1 CDco COO Lo LAUNDRY ROOM BATHROOM BATHROOM Q -----------------Z-------- OQ ------------------- al p 2 i 2 1 2"1 2"I 1 2 i 2" Q I j j I �� I PROVIDE "ABE5G0 FF200 FR 211 1VA 1 2 1 EXPANDING FOAM" (OR EQUAL) I I AT ALL PENETRATIONS IN FIRE w I I I I RATED WALL5 AND ► I ► FLOORS/CEILINGS. PRODUCT I- " 2" I I- " I- " 15HOWER I 1- ►SHOWER ► CONFORMS TO ASTM E 814, WASHER I ► ► ASTM E &4, AND UL 14-74 2 I 2" 11 LAUNDRY 2 CL. BATHROOM BATHROOM ———— —— ———————— ----- — — —r---- - -r-------T- --T-- r I I KITCHEN I WET BAR I I PWDR. ROOM ALL PLUMBING WORK UJ r------r--- � I I I I I I I I I SHALL CONFORM TO 4—j I I I I I I I 1 j I I j LOCAL PLUMBING CODE ■ p 111 2 1 2 I I 1 ,11 2"1 1 12" 12" I 2"I 2 1 I I 2 1 1 1 1 2 1 1 GLEAN OUT ~ 1 1 1 12" 1 2" 1 1 1 2 1 1 3 1 1 AS REG2'D I I I I I ILI 1 I 1 1 1 1 PROVIDE F.A.I. ■V♦ 211 1 14 14 I �SHOWER 1- ISHOWER I- " 14" 14 WASHER I TUB G.O. 5" 1 1 rJ 2 G.O. tL G.O. 4" O 4" HOUSE MAIN DRAIN C.O. U 411 TO SEPTIC w SYSTEM N Q to NOTE: ALL PLUMBING 4 p FUEL GAS WORK O SHALL CONFORM FLUME3 I NC RISER - Di�A I N / I�NASTE / VENT � FL LOCAL p PLUMBING GORE B X FUEL &A5 5CALE: NT5 Ln w PIPING PENETRATIONS: 1. PROVIDE "A5E500 FP200 FIR EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOORS/CEILINGS. 2.PRODUCT CONFORMS TO ASTM E &14, ASTM E 54, AND UL 14-711 KITCHEN LIVING ROOM ci GAS FIREPLACE LL IK Z_ w VERIFY 51ZE RANGE w/MANU. p U k Q W a 0 NOTE: PROJECT: BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBING WORK w SHALL CONFORM TO N m LAUREL AV E N U E LOCAL PLUMBING CODE (7�� PROPOSED BURIED 1,0000 L®� Qr PROPANE TANK 3 FURN. / pI LEGEND AIR HAND. O I I I I Q I I� I I� I Q I �___---i HOT WATER I SUPPLY I , ;4 ° ► K I ix 4°OIz4 1 :K Q° Q!� 1 1:X 1815 LAUREL AVENUE N dJ =1 Iv $I .0 x1 �0 i1 Iv 3: '� X1 1%3 �0 GOLD WATER m - 1 i� - I !� - I ►U SHOWER m - I IN - i UO _ I • z1 i- f—.._.._..—{ SUPPLY CAS RISER - SUFFL1' SOUTHOLD, N.Y. 11971 SHOWER (V 1 IQ cV 1 Q wasHER — � L ----� ----L=-------------------J=---- '----------------- - -- ----j PROVIDE ABESGO FP200 FR SCALE: NITS.._..L.._.._..1-_.._.._..1.._.._.._.._.._.._.._.._.._.._..I_.._..1.._.._._.. .._.._.._.._.._.._.._.._.._.._.--._-_..�.._.._.. J EXPANDING FOAM" (OR EOJAL) DRAWING TITLE: AT ALL PENETRATIONS IN FIRE LAUNDRY CL. BATHROOM BATHROOM KITCHEN WET BAR PWDR. ROOM RATED W/G F EIL NG5 PRODUCT PLUMBING RISER DIAGRAMS CONFORMS To ASTM E 84, AND ULr14'Iq 14' GAS RISER DIAGRAM LL O LO INTERIOR SHUT-OFF f Q I I^ I I 1 �� Q ! ! !� FOR HOSE BIB a c�i 1 i I i qa qa qa l i Q i 1 i 1 1 I i PAGE: 31 1 K U P I I K X I ►V �� I� � I 3: I� 3 I 1 V U K I I X �1 I U �1 U 11 Va-ton NEW FREEZE PROOF H05E BIB dJ 2 2 2 2 0 2 2 2v 0(0), NNNj - - I` - - _ ' I' - ► I` w/VACUUM BREAK FASTENEDcV1 1� N I N I N cV SHOWER cV SHOWER "1 .N Q I I N tV l Q h 1 cV l w/PIPE FASTENERS (PRECISE WASHER - - �I TUB QI '� �I '� D.W. - - a I I I I IF a LOCATION T.B.D. IN FIELD - I-:--------_--L ---1 ---1=-------L=-----------y=----------1 ---- --=-----------i_--1 - ------' -- J CONSULT W/OWNER) .._.._.._.._..t_.._..I.._.._..J.._.._.. .._.._.._.._.._t._.._.._.._.._.._.._.._I._.._.._.._.._.._..Z.._.._..-.._.1_.._.._.._.._.._.._..L.._..5._.._.._.._..-1._..� _._.-.._I.._.._.._. 1 i_ .. I ► i DATE: 01/19/24 19 OF 19 I 1 ._.._..------ —..—.._i TO STREET V i WATER MAIN Q Lu w z SCALE: NTS