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Home My WebLink About50635-Z r < TOWN OF SOUTHOLD BUILDING DEPARTMENT y � TOWN CLERK'S OFFICE r" SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 50635 Date: 5/7/2024 Permission is hereby granted to: Marratime Capital V LLC 71 15th Ave Sea Cliff NY 11579 To: construct single-family dwelling as applied for per Planning & SCHD approvals. At premises located at:. 1635 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot# 56.-1-1.3 Pursuant to application dated 1/24/2024 and approved by the Building Inspector.. To expire on 11/6/2025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,753.50 CO-NEW DWELLING $100.00 Total: $3,853.50 Building Inspector " TOWN OF SOUTHOLD—BUILDING DEPARTMENT 8. 9 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax(631) 765-9502 litt s:t/www.soutli ldtownn .l' v Date Received APPLICATION FOR BUILDING PERMIT ,a� r For Office Use Only d �9 �j � f PERMIT NO. 3`5 _ Building lnspector. 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- O� Project Address: J Le SG L.o-.v y2� f4vQ.;n V2, 5l7 JWO`0 Phone#:516-946-235 Email:dmarra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson a 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:ap irtillo@amparchitect.com CONTRACTOR INFORMATION: Name; 71 t LLL Mailing Address: O 0V �SZ Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ®'New Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes 'iiNo Will excess fill be removed from premises? IiiYes ONO 1 PROPERTY INFORMATION Existing use of property: � � (vT- Intended use of property: Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? Yes ❑No IF YES, PROVIDE A COPY. Deck Box After Reading: The owner/oontractor/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 4s a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):.,QCKA? ITOc�v VL iC]IAuthorized Agent ❑Owner Signature of Applicant Date: STATE OF NEW YORK) S: COUNTY(O'F (�) 7D1..?e .. being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the eilDIT- (Contractor,Agent,Corporate Officer,etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and that the work will be performed in the manner set forth in the application file flyer with. Sworn before me this BARBARA H. TANDY" Notary Public, State Of Nears+York No. 01 TA6086001 _day of� , 20 Qualified In Suffolk County 7 c�rnrrrlaa� �1 PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) I, A��-residing at �r do hereby authorize IDi" ' to apply on my behalf to the To of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's N me 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY 0 Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-03651 F:(631)444-0360 www.dec.ny gov October 6, 2023 AMP Architecture PLLC 1075 Frankville Rd Laurel, NY 11948 Re: Application ID 1-4738-00952/00005 Marratime Captial V LLC Project 705,751,2425 Laurel Ave, Southold, NY SCTM# 1000-55-6-35,36 SCTM# 1000-56-1-1 Dear Applicant, I have received your request to obtain a definitive determination regarding a clearing time frame to protect the habitats of Northern long-eared bats for the development of the subdivision. Since the DEC has documented the summer occurrence of the Northern Long Eared Bat (NLEB) (Myods septentrionaft),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 j November 30 of any calendar year. If you have questions about the presence of protected species on or near your property, the potential effects of activities on these species or your responsibilities as a landowner or project sponsor under the Endangered Species Regulations please contact the Regional Wildlife Manager at (631) 444-0310. Sincerely, 41:k, Mao MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File rim► Der 0' Er��,ir�r��, t'al Conservation a OFFICE LOCATION: a_n. MAILING ADDRESS: Town Hall Annex � � P.O.Box 1179 54375 State Route 25 Southold, NY l 1971 (cor.Main Rd. &Youngs Ave.) T Telephone- 631 765-1935 Southold, NY '"�� www.southoldtownny.gov ye 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 -»k COUNTY CLERK'S OFFICE STATE OF NEW YORK COUNTY Or SUfrOLK The Clerk of the County of Suffolk and the Court of Record thereof do hereby certify that I have compared the annexed with the original DECLARATION recorded in my office on 05/04/2023 under Liber D00013200 and Page 222 and, that the same is a true copy thereof,and of the whole of such original. In Testimony Whereof, I have hereunto set my hand and affixed the seal of said County and Court this 05/04/2023 SUFFOLK COUNTY CLERK vp VINCENT PULEO SEAL 1 ,fiber of pages uL ml OF aUFF01..l: t;CJC1t YY I DI IO 1�5200 This document Will be public P :2:22 record.Please remove all Social Security Numbers prior to recording. Deed/Mortgage Instrument Deed/Mortgage Tax Stamp Recording/Filing Stamps 3 FEES Nrlortgage Amt. Page/Filing Fee 1.Basic Tax Handling _ _20. 00 2. Additional Tax SubTotal TP-584 Spec./Assit. Notation or EA-52 17(County), SubTotal �,� 0 Spec./Add. TOT.MTG.TAX EA-5217(State) Dual Town Dual County R.P.T.S.A. Held forAppointment Comm.of Ed. 0000 TransferTax Affidavit QP Mansion Tax -- p� The property covered by this mortgage is Certi " ' or will be Improved by a one or two 15. 00 family dwelling only. NYSSurcharge Sub Total ) YES orNO Other _ If NO,see appropriate tax clause on Grand Tota! Ai .� pageN ofthis instrument. 4 Dist a 5 Community Preservation Fund 5077767 Real Prop P T S I ii Ifild jil Consideration Amount$ Tax Servit P OTY A Agency CPF Tax Due $ Verificati 04WtAY Improved Satisf5ction5/Olscharges R Ieases'L Pro e�SYOwnersMailingAttdss're 6 RCRD&RETURNCJ, Vacant Land FINNEGAN LAW,P.C. TD Martin D.Finnegan,Esq. PO Box 1452 To_ 13250 Main Road Mattituck,NY 11952 TD Mail to:Judith A.Pascale,Suffolk County Clerk Title Company Information 310 Center Drive, Riverhead, NY 11901 CPO. www.suffolkcountyny.gov/clerk T'iVe#tl 8 Suffolk County Recording & Endorsement 'age 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 SOU''THOLD 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. aver QjE CgVEDIANnANDRESIRICILQN9 DECLARATION made this ift day of N I` ,20M by 2425 LAUREL AVENUE LLC, a New York Limited Liability Company with an address at PCB Boer 181, Westhampton NY 11977,hereinafter referred to as the DECLARANT. WITNESSETH: WHEREAS,the Declarant is the owner of a portion of certain real property situate at 2425 Laurel Avenue,Town of Southold,County of Suffolk, State of New York, described in the Suffolk County Tax Map as District 1000, Section 055.00,Block 06.00, Lot 036.000,and 705 Laurel Avenue,Town of Southold,County of Suffolk, State of New York,described in the Suffolk County Tax Map as District 1000, Section 056.00, Block 01.00,Lot 001.000,consisting of eight residential building lots,and more particularly bounded and described in Schedule"A"annexed hereto(hereinafter referred to as the Property); and WHEREAS,the Property is a portion of a larger aggregate of parcels for which the Declarant made an application to the Planning Board of the Town of Southold to subdivide into eight residential building lots and one open space parcel as shown on the Subdivision Map entitled"Final Plat Messina 80/60 Clustered Conservation Subdivision" prepared by Nathan Taft Corwin III,dated September 2021 and last revised on January 25,2023,to be filed with the Suffolk County Clerk,and hereinafter referred to as the "Subdivision Map"; and WHEREAS,for and in consideration of the granting of said subdivision application shown on the Subdivision Map, and as a condition of granting said approval, the Town of Southold Planning Board has required that this Declaration be recorded in the Suffolk County Clerk's Office;and WHEREAS,the purpose of these covenants is to mitigate environmental and public health, safety and welfare impacts from the subdivision and development of the subject property,and to further the goals of the Town's Comprehensive Plan; and WHEREAS, §278 of New York State Town Law authorizes cluster development of subdivisions for the purpose of preserving the natural and scenic qualities of open lands;and WHEREAS,the Subdivision Code of the Town of Southold permits Conservation Subdivisions where 80%of the buildable land is preserved in perpetuity, and the number of residential lots is reduced by 60%;and WHEREAS, as a condition of approval of this conservation subdivision,and in accordance with the Town's goals of land preservation,the Southold Town Planning Board has found that 80%of buildable lands for the aforementioned property equals 31.3 acres, and has required at least that amount of land be preserved in its natural state;and d. No clearing or grading is permitted outside the limits of clearing stated above in item c. e. Existing native vegetation including groundcover,shrubs and trees, shall be preserved in all areas outside the limits of permissible clearing,with the exception of deadfall and invasive plants.The deadfall and invasive plants proposed to be removed must be identified in the field for inspection by Planning Department staff prior to removal.Removal must be done selectively,preserving native plants to the extent practicable. f Prior to building permits being issued,the clearing limits,and amount of land to be cleared shall be shown on the survey submitted in the building permit application. g. Prior to any clearing or grading,the clearing limits and buffers shall be clearly staked on site and inspected by Planning Department staff for compliance with these covenants and the Subdivision Map. h. After clearing and prior to beginning construction,the cleared area must be inspected by a Town official(either Building,Planning or Engineering Department)to confirm the cleared area conforms to the approved clearing restrictions. i. At any time,in perpetuity,in the event that a lot is cleared beyond the aforementioned permissible limit,the areas must re-vegetated by the lot owner according to a revegetation plan reviewed and approved in writing by the Planning Board.Any work being conducted on the site at the time the over- clearing is discovered,including interior construction,will be stopped until the site is revegetated according the revegetation plan. If the season does not permit replanting immediately,work may continue after a performance guarantee is provided in the amount it would cost to fully implement the approved revegetation plan. 3. Boundary Fence Prior to building permits being issued,a split-rail or similar fence to mark the edge of the Town's open space parcel is required to be installed as shown on the Subdivision Map.After installation,the fence will be maintained by Southold Town. 4. Installation of Boundary Markers Prior to building permits being issued,concrete monuments must be installed at all lot corners as shown on the Subdivision Map,and inspected by Planning staff. 5. Storm-water Runoff Management a. All stormwater run-off resulting from the development of the residential lots on the Subdivision Map shall be retained on site and shall be the responsibility of each lot owner. b. Storm-water shall be controlled pursuant to a Stormwater Pollution Prevention Plan(SWPPP)that meets all of the requirements of Part III of the New York State Department of Environmental Conservation State Pollutant Discharge Elimination System(SPDES)General Permit for Stormwater Discharges from Construction Activity.The New York Department of Environmental Conservation will have direct oversight of the SPDES permit and the SWPPP for construction on the residential lots shown on the Subdivision Map. 3 If any section, subsection,paragraph,clause,phrase or provision of these covenants and restrictions shall, by a Court of competent jurisdiction,be adjudged illegal, unlawful,invalid or held to be unconstitutional,the same shall not affect the validity of these covenants as a whole,or any other part or provision hereof other than the part so adjudged to be illegal,unlawful,invalid,or unconstitutional. The aforementioned covenants and restrictions are intended for the benefit of and shall be enforceable by the Town of Southold, State of New York,by injunctive relief or by any other remedy in equity or at law. If a Court of competent jurisdiction determines that a violation of these covenants and restrictions has occurred,the violator,whether it is Declarant,its successors or assigns,or persons or entities claiming under them shall pay either directly or by reimbursement to the Town all reasonable attorney's fees,court costs and other expenses incurred by the Town in connection with any proceedings to enforce the provisions of the covenants and restrictions set forth herein. The failure of the Town of Southold or any of its agencies to enforce same shall not be deemed to affect the validity of this covenant nor to impose any liability whatsoever upon the Town of Southold or any officer or employee thereof. IN WITNESS WHEREOF,the DECLARANT above named has duly executed this Declaration the day and year first above written. DECLARANT: 2425 LAUREL AVENUE LLC By Daniel Messina,Sole Member STATE OF Sii* (Wb1iq+. COUNTY OF I SS: On this a�day of ,in the year 2013 ,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, undersigned in the State of executed the instrument,.and that such individual made such appearance before the � � County of . a OOPER sINot Public ary Pubfic.South Carolina 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 Nest,200.00 feet to a point; (2) North 12 degrees 45 minutes 40 seconds West,534.63 feet to a point; (3) North 13 degrees 07 minutes 30 seconds West,309.98 feet to a point; (4) North 14 degrees 35 minutes 1.0 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. N NYSIF New York State Insurance Fund PO Box 66699,Albany, NY 12206 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE 8 - Art AAA 88.1819063 AMP BUILD LLC PO BOX 152 m " MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOWN OF SOUTHiOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 119520152 SOUTHOLD NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12579146-8 109020 10/11/2023 TO 10111/2024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2579146-8, COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WtSH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:/ NYSIF.COMICERTICERTVVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. CONSTANTINO MARRA OWNER/LLC MEMBER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STAT SU NCE FUND DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 a DATE(MMIDD/YYYY) 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 . 516 622-2 1A FAX No).... Arthur J. Gallagher Risk Management Services, LLC i PHorEiE Sheila _. ' F�+X 16 745 0082 � 1 Jericho Plaza E MAIL 82a <on1 5 6 4 Suite 200 AsalaREss ts��eita�wr ahe 19. _. ........_,_ ...1_) .. ..OVERAGE .......,..,, NAIC9 Jericho NY 11573 INSURERS AFFORDING C ........ --------- W„ License#:B,ft 724491 mINSURERA Southw11est Marine&General Ins Co 12294 -1111 INSURED MARRDEV-01 INSURER B: _ Marrcon Development/AMP Build " ` """� 137 Glenwood Road iNsuRER c Glenwood Landing NY 11547 INSURER D, INSURER E INSURER F COVERAGES CERTIFICATE NUMBER:815305563 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY 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. _. 1 .,, - ---. . __._— _ ........-1. -. .,.,.... INSR l TYPE OF INSURANCE ......�DDL.SUBR' POLICY NUMBER I f POLICY EFIF ' POLICY EXP �.... ",., .....m.,. -.........----.. LTTR( MMIDDBYYY MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $1.000,000 r^ -- � .... . X p COMML41MI5-MADEAL GL2023RLH00503 12/4/2023 12/4/2024 f 100,000 X OCCUR MED EXP{Any one person) $5,000 PERSONAL&ADV INJURY $1,000,000 ...... .�......m....., __ .... GEN'L AGGREGATE LIMIT APP LIES PER: ` I GENERAL AGGREGATE $2,000,000 --- - POLICY X JE� 2,000.00 LOC PRODUCTS-COMP/OP AGG 0 I $ ........ _ OTHER: AUTOMOBILE LIABILITY �.cOagl2SINGLE,LMIT $acl111 1 BODILY ANY AUTO Y INJURY(Per person) [$ OWNED I HIRED SCHEDULED BODILY NJURY(Peracci----- $ AUTOS ONLYAUTOS NON-OWNED PROPER Y DAMAGE AUTOS ONLY j AUTOS ONLY �„Per arider Yl ,,,,, ' AGGREGATE $ IAB OCCUR EACH OCCURRENCE UMBRELLAS CLAIMSMADEr � J ATE �$EXCESS LIA , ANDKERSCOMPENSATION MPEN TE $ Y/N I j$ DED RE I � � r PER 1 OTH SATION ON J mJ STATUTE I ER LIABILITY .. .................... JANYPROPRIETOR/PARTNER/EXECUTIVE j - E.L.EACH ACCIDENT f$ OFFICERIMEMBEREXCLUDED? NIA . — ( ry ) -EA EMPLOYEE'$ (Mandatory m NH _.. E.L.EL DISEASE If es,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 $ I t DESCRIPTION OF OPERATIONS I LOCATIONS 1 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 AUTHORIZED REPRESENTATIVE Southold NY 11971 ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD q h wo�x NEW 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) 1b.Business Telephone Number of Insured AMP BUILD LLC (516)946-2355 PO BOX 152 MATTITUCK,NY 11952-0152 1 c.Federal Employer Identification Number of Insured or Social Security Work Location of Insured(Only required if coverage is specifically limited to Number certain locations in New York State,i.e,,a Wrap-Up Policy) 881819063 ... .... 2. Name and Address of Entity Requesting Proof of Coverage 3a. Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) New York State Insurance Fund(NYSIF) TOWN OF SOUTHOLD 54375 ROUTE 25 3b.Policy Number of Entity Listed in Box"1 a" SOUTHOLD,NY 11971 DBL 7986 41 -8 3c.Policy effective period 09/30/2023 to 09/30/2024 4. Policy provides the following benefits: ® A.Both disability and paid family leave benefits B.Disability benefits only C. Paid family leave benefits only 5. Policy covers: ® A.All of the employer's employees eligible under the NYS Disability and Paid Family Leave Benefits Law B.Only the following class or classes of employer's employees: Under penalty of perjury, I certify that I am an authorized representative or licensed agent of the insurance carrier referenced above and that the named insured has NYS Disability and/or Paid Family Leave Benefits insurance coverage as described above. Date Signed 1/8/2024 By (Signature of insurance carrier's authorized representative or NYS Licensed Insurance Agent of that insurance carrier) p ( ) � Kristin Markwica,Head of Disability Insurance Unit Telephone Number 866 697-4332 Name and Title IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers' Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 56 of Part i 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. 1313-120.1 (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, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17) Reverse Generated by REScheck-Web Software Compliance Ceftificate Project 1635 Laurel Ave (Lot 5) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 3,915 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Co 11 m 11 pliance: 8.5%Better Than Code Maximum UA: 728 Your UA: 666 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirernieniM ve e Assemblies Prop.Gross Area Cavity Cont. Req. Prop. Perimeter Flat ceilings: Flat Ceiling or Scissor Truss 1,968 49.0 0.0 0.026 0.026 51 51 Vaulted Ceiling: Cathedral Ceiling 384 49.0 0.0 0.022 0.026 8 10 Vaulted Ceiling: Cathedral Ceiling 161 49.0 0.0 0.022 0.026 4 4 Wall-East(front): Wood Frame, 16" D.C. 1,355 25.0 0.0 0.053 0.060 53 61 Orientation: Front Windows-east: Wood Frame SHGC: 0.40 346 0.320 0.320 111 111 Orientation: Front Wall-West(rear):Wood Frame, 16" o.c. 1,357 25.0 0.0 0.053 0.060 47 53 Orientation: Back Windows-west: Wood Frame SHGC: 0.40 479 0.320 0.320 153 153 Orientation: Back Wall-South (left):Wood Frame, 16" D.C. 926 25.0 0.0 0.053 0.060 44 50 Orientation: Left side Windows-south: Wood Frame SHGC: 0.40 88 0.320 0.320 28 28 Orientation: Left side Walls- North (right): Wood Frame, 16" o.c. 914 25.0 0.0 0.053 0.060 42 47 Orientation: Right side Project Title: 1635 Laurel Ave (Lot 5) Report date: 0 /1 of24 Data filename: Prop.Gross Area Prop. Assembly or Cavity Cont. Windows-north:Wood Frame SHGC: 0.40 130 0.320 0.320 42 42 Orientation: Right side Floor: All-Wood Joist/Truss 2,513 30.0 0.0 0.033 0.047 83 118 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications, and other calculations submitted with the permit application,The proposed buildi esigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the manndat ed in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater 18-JAN-2024 Name- title Sig re .)45 IVDate FN Project Title: 1635 Laurel Ave (Lot 5) Report date: 01/18/24 Data filename: Page 2 of 2 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. Siincerely,( y, nn' aj David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broadway,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 %rww.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). EWYORK pe�7Rrtrnent of o avurrm Ir1dld�rCNTMmental Conservation 0, -E To BE MA N74INEE; OPEN 5FAG- PARCEL N12'45'40"V� 3Y SOUT-HO-D TOVIN N150750"N -1 1 L,q t� -PROPOSED 5FL17 RAIL F=Nrtl m,c -I C-l�-dl, -.1-Vl-ptI,,1-1� zr T- 1.1 R-80 I,- SS111 P-L� I--rA OWTS--i-1-1- cy) jIv v,,, 2.All I/A OKT wItl ll,t O"I'l-Il, e_h 000 E,'!........... cj mrce a,th A,,-t, 'E In D.p--t 11100, D a) construct- PI.- I/A p--d.1t,I lel� A I --t- -6 70 -t-, -P. AREA OF LOT TO--, P REMAIN AS-FER c cm z -tt 4 Th,t,,�f N,I/A-t--I t,,IDe -- SOVENAW 4 1-t-1-F e- ai�2 RZ!�T"R[CTIONS DATE0 4 Alm A 1 litl o- , l,A4-11- TH-OF MARCH:20�75 w op '41 Viml t.,t,-t All., m-z;1p r- c\j 0�I to < 2 R 2 6 .10. POOL 20 MAP 0,MIN LOCATION E-11-o- .............. ..................... m,m ha fro P Mr46 0 1- 0 F--A. -Z tm= 71 -t I-t -7,77757% -1-1 .11 0 IQ,21, Al-t P..Tnero A-11 -P, TAX MAP# III YARD SETBACK . . . 70 1. A OhrtS-t I ,-to Ne 1.-of".I... ZONING DISTRICT R-50 VON CONFORMING 7 Depar approved 1A 0- 1.---t 0 A I "p,pi--- wd//`�Iz 4-HIGH POO- 4-j CD 1-1--d Alt-tl- --t S,-- ------ - ----------- LLI +% T OTFRINT) AREA COVERAGE L D.H. Q. DESCRIPTION(FO ERAS ar A=. 70TAL-OT AREA 55.ao5.a 5 F, C)Zil== 2 IIA ON75 A�.I Ad.�Ill ae tc- -11� PROP FIJII A PROPOSED DWELLING 4,105 0 S F, 15.4% CCN_OL PANEL,DAR 1 7 2 T I/A CIM F-1-1-1 Q&I;r PROPOSED INGRGUNU POOL &COO SIF 2396 ELIEC-CAL LINE rRC-.I/A OATS 1,7 " tht,.-- -P,-,---.P,.-- I < 9.tH--.6,it-p-IN,1% 1 1 1 1 ........— In (j) to ewes m,'A 0—.1.1 —1- P-, 1 1, TOTAL AREA OF ALL 57RIJOIRIEr 55C8O 5F 3"�PVC,AIR LINE TO IIA ON 5 v PROP rLJIMAC AIR BLQ"E�A 4 At .11 I/A Ol-1-11 1;--1 1- YL ,, , \ PROF, 1.-IP ,PER ,kw SPEC.5) 1 11�''� ,1, �,,,�,. ,'N�,i I I`�11 -N ", \11 1 0 -ORY PL �r A DKELLINS W 1-1 All-1- -11 5, P-1 -11 IF... --l'1-1,pt ffliffi,01 I I,F t--d Agi- a &ARAOE ON SLAB -d- Ith-t-5 W1, .q.-- V�A ONT5 1, t. -11- .1- (4 BEDROOMS) P.- 35,ocs a 5 F pj, Z7 FF EL=255' u des gated 4 A-0 LOT SIZE -71 , , P.-tt---/A O-E,, TMd Lu IL 6-1 F- % iron rcocF Inc -X- E-OF LOT REOUIRED 70 REMk IN 7.5-02.5 S r w -4&1 SIF I A 1-t- E-1 -1 W t,1PA.- 9 ARE A OF PROPOSED CLEARING IL t".111-111t,-dbl. -alli w -AL AREA OF LOT TO REMAIN TOThe �k oIN pt— la MIX I/A5 -11 .-tlEht oF A- -bj- b A IF-"I-j1q IL 4v'M I/A C.15;VENT I ILOOD F DATA: To"AS"Eal, MAP DATE Oq/25/2000 56CGccIE51fi-F. tone �I�o 1-1 ; & .5, --7 FLOOD ZONE 1 4 1 ��F�TBAr�l 1A Ong Im L-t m 0- 2 SITE PROTECTION/51-T FENCIN5 TO BE IN5TAL-ED AS REGIJ RED By THE TOWN OF niter[w�4-m.r par oe.coma eee Le[lw toot atom ror m e,:c a ore cwcr. Sol Il i J, P, PROPOSED L L ASFHA-T N- 1. `Ppr 5 Al -IF, I V... 3 5IRFAGE HATERS 01 WETLANDS ARE NOT -OCA�D WITH IN 300-OF THE PROPERTY .Qrifip DRIVEWAY -lzaammwk, 11-L- 4 E-EVATION5 REFERENCE NAVD lqb& 5 NO�L 5 ARE LOGA=HITH N 150-07 �=P_pt, ( ova Inc p"Q t 5 o mama D.pl,,-t-11 A-area p-p -gh FRCl LINES 20'c�L�L�DIET EOX- PROF- P& FRI 0 '6 Il,,,p.,-.I,-I., of THE 7jL-LITN-�LcTs-17Z ...... -ILIZE R-ECA,, Lr qrW"Zn-1�1111 L FJ5-IC HATER AS FEE to-1-t a-PPII'd force A`500--d-per IR-1-(F11) 56 (1)Ih-I, SCTM t- t :;aocl-D -qqG SO CO.56--�e 5-1- ,-0-.AsT,C PROJECT- 6016C CL-5TERED CONEERVATJ EDIV sa,sI J.. = SON. :245'40"E c at FILE NO 12251 LAUREL AVENUE LOT rtied�aLeroea 'It- prI, FILED�I-y 05 2C23 I_- .......... LOT 5-SEPTIC -1. o l;11 1 711111.1111 P.11- 6.Wes prat[ I rA IWI all-11ro I - ..... ............ EXISTINO WATER MAIN ............. ... lay --------------------------------------------------------------------------------------------- ------------------------ 11.1A C-E I-A -A 1635 LAUREL AVENUE K able 011, -1--�IVOI- L A L, fR, E L A V E N L E the I/A 0- -1---pr-d t,15 DATA -111SO. C-RED t-! AF OF.-I-EST.- SOUTHOLD,NY 11971 --I1fx11 1.1- 1. U DATED NO VC- 101. .......... th.re TEST HOLE.5 DRAWING THE e tw tone r e d4 or fro-t-1 -------- ------ 1. ........ NOTES I- SOIL NG BENI:,R vr..re, CANITARY LINE SALL BE P,CT LE IRON SITE INFORMATION C- IFE BE A71 ANT TRAFFIC BEARING AREAS 8 EXTENDING To ADJDININS, z --g A.C,,, SITE PLAN F51. (SANITARY 5�TILRJES/BJILDING TF-iEt�T CONNECTION L.AH OLNTY HE�E�P DEPARTMENT CL TOF .• ...... He, REFERENCE NO.: 0--- F-F,,1ALA-.-, ALL SANITAR�S�GTJRE5,INCLI.YDIN5 PAGE: �.CALHING POO-S,/A OAT . p �OKEON.SHALL MA NTA N A p,_C.�IN !-0 111,!E! TI�N -10 sp -1.00 IA/OWTS Fuji learn ------- .................................. A MINIM."OF 10 5EFARA-ICK 15 REWIRED BETWEEN DRYINELLE d KATER SERVICE LINE,UNCERGROjND LINES SEPTIC CLEAN COMPONENTS LEACHING FIELDS SEKER COMI AND THE I I-E ^mmm SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES COtSE Or ALL I-MINI WALLS 7HIG 5 AN ARCHITECT S SITE PLAN a 15 DATE:01/09/24 OF2 A HINIM.M OF 5'EE-ARATION I-REQUIRED BETWEEN DRYNELLS I 5LB-7 70 VERrICA7ION ISY A LICENSED C NORE-=SLABS AND-0-=R-LINES �VEIOR -HG INFORMATION LLL ER S TO NEAREST ORYNE-1- N 7-19 STE'LAN 19 TO THE PERMIT FOR APPROVAL OF CONSTRUCTION FOR A CONNECT�L GUT 6RA EL -EADERS ARCHITECT 5 BEST O�KNONLE SE SINGLE FAMh..Y RESIDENCE ONLY 2 INFORMATION HAS OBTAINEO FRO'l T �VEY IA-B,NOVEMBER 6,2025 AND PROPOSED ROOF COVE�IRAGE=3-6-5 F, PREPARED 51 S- PROPOSED ASI DRIVEWAY COVERAGE S F CA-S WITH TOTAL IMPER o-5 COVERAGE 5,551 9 F YOUNG A550 5,58,15F."y RAINFALL EVENT qbQ.2 CF STORAGE RED D 400 CE-TRANVERIAVENE RIVERHEAD N.Y I�Ol DATE 1/24/2024 H.S. REF, No R-23-9837 DRYQLLP42.22 c r PBR IFT Or�EPT- E'a-. '142, , � 0 APPR �EO cq CO-ITS --NATER FOR MAXIMUM OF 6 BEDROOMS IN EI-EIR TEST POLE I-I-ST OP L E GRd- EXPIRES THREE YEARS FROM DATE OF APPROVAL 1 51TE FLAN APHIC EA E .................... ........ SCALE: 15'-0" a, 4nn 566 31) 0- OFFEN 5PAGE FARGEL w �i BY PROPOSED SPLIT RAIL FENOE TO BE MAINTAINED �i) °O�'SO N 12o 45 4O W SOUTHOLD TOWN 1�'6`3 I I E��.�JB' EL.=2aS4' Lo Q . . . . . . . . . . . . . . . . . . - •50/ AREA 'OF-LOT 70 REMAtN A5--,,° - - - O N `�� N . . . . . . . . . . . . . . . . . . . . . PER COVENANT $ -RESTRIGTI0N5- - - - - - �� o c Z 4 PATEL� NTH_O MP�RrrH ,20,25- - n - - - J P., � x Q � O-OO .00 PROJECT LOCATION & SCOPE c O o N O , '` ter\ SITE PLAN & ZONING DATA o o m � NO Q fn - - - - - - . _ . - '~ ®002 .00 GENERAL NOTES NCI � 0 N ENERGY TABLE ° G Z N STRUCTURAL DESIGN CHARTS �) . . . . w . . PROPOSED /PROP PROP. . p . . . R (�I I.G. POOL IS NOT POOL POOL _ . . _ . _ _ _ - .,.,.,. O-OOj.00 HOLDOWN, ANCHOR BOLT, PART OF THIS FILING m �D.l;/ EQUIP. . . . . . . . . .r ,, � � _ STRAPPING, & NAILING DETAILS . . . . . . . . . . . . . FASTENING SCHEDULE FRAMING GRAPHICS . . . . . . . . . . . . . . . - . - . - . - . . - .sip ®004.00 BEAM CONNECTION PATTERNS (1) - - - C O REAR YARD SETBACK _ _ _ _ _ - - - _ _ - - FIREBLOCKING DETAILS • . . . . . . . . . v. 4' HIGH POOL FENCE- SEE DETAIL Q - - - a - I Q I .QQ PROPOSED FOUNDATION PLAN �. PROP. 1 Irk PROF. WP 1 ul ��p a + a ■`.// ` ` ' ' q LOCATION MAP � - . . - I. - - - ' PROPOSED FIRST FLOOR PLAN 5GALE: NT5U. C) w. . . . . . 1 t11 PROPOSED SECOND FLOOR PLAN 50.0' - BURIED . PROPtNE - . . 0 � ROPOSED S I NO LE 1-AM 1 L1' RES I DENGE - - . _ - PROPOSED 2-STORY WD. I ? J FROFOSED IA ONTS FRAME DWELLINO W/ BASEMENT - - - - - 4 OARAOE ON SLAB . ` . ` . ' 3 - - 104.00 WINDOW & DOOR SCHEDULES I (4 BEDROOMS) (a F R E�T �A T A I J w - `� GARAGE SLAB EL.=2-7.4' - - -► Cp wmmumm 44 ::, PROPOSED EXTERIOR ELEVATIONS d m ~O ' 0 TAX MAP # 1000-56-OI-01.3 \ _ . . p�? ZONING DISTRICT R-80 NON-CONFORMING 0_ - - _ - - - -202 ,QQ PROPOSED EXTERIOR ELEVATIONS 0- LOT AREA 0.5 ACRES SUFFOLK COUNTY HD R-23-1557 4 BEDROOM _ _ APPROVAL Q / O PROPOSED PROPOSED -jQ i ,QQ BUILDING SECTIONS N - I PROPOSED _ 5_0' FRONT Y R_D . HABITABLE OR055 . . . . . - . _ .'�. - STONE TNAL_<PNA - 51ZZ D - �- SETBACK SPACE AREA \ Iv I> . . . . . . FIRST.FLOOR AREA 2,502 S.F. 3,04a S.F. - - - - I V I 0 PROPOSED - - - - - SECOND FLOOR AREA 1055 S.F. 1,658 S.F. I� cn I -�O�.00 BUILDING SECTIONS i2 . . . . N 0 ASPHALT . . . . . . z I j uj DRIVEWAY _ _ - AREA TOTALS 3,abo S.F. 4,707.0 S.F. Itu . 0 - - - - - w m �0 \o\ al \. .. I o . . . ... .. .. ,�,�.. . ,\... .. .. . .. .. . .. .... \\.. .�". \.`: .. DE71 SIGN DETAILS ot . . . . . . .ice �� . . . LOT SIZE / AREA IN 35,0050 S.F. p05.0 ALLOWABLE TOTAL GFA . . . _ _ _ _ _ _ - - - EXCESS OF 5,005 . . S.F. GFA (d) LOTS CONTAINING UP TO 5,100 5r. a 40,000 S.F. MAX. o _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ . . . . _ _ I I - - - . . . - ALLOWABLE S.F. / PLUS A-402 ,QQ DESIGN DETAILS . _ _ _ _ _ . _ _ I I - -_ _ 7.5% OF EXCESS LOT AREA 4,550.0 S.F. 575.4 S.F. 4,725.4 S.F. 4,707 S.F. OVER 50,000 PROJECT: I ( ` - EL.=25.17' JV I i - LAUREL AVENUE far:°GL O iTHC. LP 1'< l N "' PROPOSED STRUCTURAL PLANS CAR PANNIN ` ,4 .Rb LOT 5 v .. ,.•. b b 51500 512°45 40 E , 166.01 ' LOT SIZE 35,005.0 S.F. 5- 102 .00 PROPOSED STRUCTURAL PLANS 1635 LAUREL AVENUE 50`Yo OF LOT REQUIRED TO REMAIN I7,5o2.5 S.F. SOUTHOLD, NY 11971 EXIST 1 NO NA7ER MAIN AREA OF PROPOSED CLEARING 17,456.0 S.F. ----•------------------------------------------------------------------------------------------- L A U R E L A � / E '� I U E TOTAL AREA OF LOT TO REMAIN 1751a.0 S.F. DRAWING TITLE: 1( I y PROPOSED STRUCTURAL PLANS PROJECT LOCATION & SCOPE ��,.:;;.�:: �\ ::: SITE PLAN & ZONING DA 5I T 'Lr�l SAE.. TA a; 11 _ SCALE: Iu 15'-0" DESCRIPTION (FOOTPRINT) AREA % LOT �- 104.00 PROPOSED STRUCTURAL PLANS COVERAGE PAGE: TOTAL LOT AREA 35,005.0 S.F. 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 PRCPOSED DWELLING 4,705.0 S.F. 15.4% RESTRICTIONS; DECLARATION MADE 57H DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. PRCPOSED INGROUND POOL 500.0 S.F. 2.5% i�f6l ® I .O® DWV/ WATER SUPPLY RISER 0 0 APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF 7. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT 15 CLEARED GAS RISER YEAR WHEN CLEARING 15 PERMITTED MAY BE LIMITED BY THE NY5 BEYOND THE AFOREMENTIONED PERM1551BLE LIMIT, THE AREAS MUST TOTAL AREA OF ALL STRUCTURES 5505.0 S.F. 151510 I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY THE LOT OWNER ACCORDING TO A SOUTHOLD TOWN PLANNING BOARD'S "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT TH15 LOCATION MAY NOT OCCUR RE-VEGETATION PLAN REVIEWED AND APPROVED IN WRITING BY THE MAXIMUM LOT COVERAGE ALLOWED: 2090 DATE: 01/19/24 1 OF 19 EASTERN/WOODLAND BOX TURTLE CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. AN•: WORK BEING CONDUCTED ON THE SITE AT THE CONSTRUCTION", ON FILE WITH THE 5OU7HOLD TOWN PLANNING 3. NO CLEARING OR GRADING 15 PERMITTED OUTSIDE THE LIMITS OF TIME THE OVER-CLEARING 15 DISCOVERED, INCLUDING INTERIOR r.. 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 \•, NAGE SYSTEM INSTALLATION NOTES: ...�... ..� �:,� .: \ \\.\ ,::�\..\\':\:::��::..,:o .. •'�:�� ..:, DRAT R AS SHOWN IN CLEARING CHART 50% LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT _ "\ , �` THE WOODLAND BOX TURTLE:, AKA THE EASTERN BOX TURTLE, W ( tNIN :E »'4TItN �; ;.fI �. IC✓: \ .:off••: A MINIMUM OF 10 5EPARATION 15 REQUIRED BETWEEN DRYWELL5 8 LISTED BY THE NEW YORK 5'TATE DEC AS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDGOVER, SHRUBS PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A " \�\` ��, , \ RNATE s RVIGE LIN E, UNDERGROUND UTILITY LINE5, SEPTIC R G EARING 15 AND TREES SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE 15 PROVIDED IN THE AMOUNT IT WOULD CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR L A L �� L COMPONENTS, LEACHING FIELDS, SEWER COMPONENTS AND THE COST TO F IMPLEMENT - \:: . .:...:::. \\ ALLOWED BA5ED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND FULLY MPLE. ENT THE APPROVED RE VEGETATION PLAN. •\.. .., ,.. 51TE LAYOUT NOTES: EDGE OF ALL FOUNDATION WALLS ..:,,..,_..•,,,.> ALSO PROVIDES CERTAIN PROCEDURES THAT MUST BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROPOSED 1. TH15 15 AN ARCHITECT'S SITE PLAN 15 A MINIMUM OF 5' 5EPARATION 15 REQUIRED BETWEEN DRYWELLS PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION PROPOSED COMPLIES SUBJECT TO VERIFICATION BY A LICENSED CONCRETE 5LAB5 AND PROPERTY LINES c;; I.I. ANY CLEARING AT THE SITE SCHEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL SURVEYOR. THE INFORMATION CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL 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 WILDLIFE SURVEYS FOLLOWING THE PROTOCOLS SET FORTH BY EXTENT PRACTICABLE. ARCHITECT'S BE5T OF KNOWLEDGE. °< THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY GLEARIN6 OR GRADING, THE CLEARING LIMITS AND MIN. FRONT YARD 50.0' 65, YES 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY STAKED ON SITE AND INSPECTED BY 2. INFORMATION WAS OBTAINED FROM DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: � PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE 1 SURVEY DATED NOVEMBER 6 2025 AND DEPARTMENT OF ENVIRONMENTAL CONSERVATION (NY5DEG) COVENANTS AND THE 5UBDIV1510N MAP. MIN. SIDE YARD 20.0 50.0 YES PROPOSED ROOF COVERAGE = 3a62 S.F. �* t= PREPARED BY: PROPOSED ASPHALT DRIVEWAY COVERAGE = I ala S.F. mil' REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION THE e`I. CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION OF CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER MIN. COMBINED 40.0' 100.0' YES TOTAL IMPERVIOUS COVERAGE = 5,881 S.F. ��,�yd � THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN TH15 BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE SIDE YARDS YOUNG ASSOCIATES 5881 S.F. x 2" RAINFALL EVENT = a80.2 G.F. STORAGE REQ.'D VV LAU u LU7 400 OSTRANDER AVENUE MIN. REAR YARD 60.0' 83.8' YES RIVERHEAD, N.Y. I1a01 (1) 8'(P DRYWELL PROVIDES 42.22 G.F. PER FT. OF DEPTH (5) 5'(7 x 8' DEEP D.W. PROPOSED = 1,015.5 G.F. STORAGE PROVIDED MAX MUM MUM HEIGHT 55.0' 32.1' YES ___7NOTE5 � 5FEG I F I GATT ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AND MASONRY ABBRE Y I AT I O I VS IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER 1. ALL LUMBER SHALL BE DOUGLAS FIR LARCH #2 $ BETTER (Fb = 5-15) UNLE55 THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE 1. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT IS ALSO THE CONTRACTOR'5 RE5PON51BILITY To READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. BOARD 11 IN5UL. INSULATION PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 5UB-CONTRACTOR5 IN SUCH A MANNER TO ASSURE THAT THE CONDITIONS OF SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SGF:ATGH 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 Q GREATER STRUCTURAL SAFETY OR DURABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINC5 TO BEAR ON FIRM, VIRGIN, UNDISTURBED 501L BLP0. BUILDING K 11 KIPS (I000 L55) GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THIS DOCUMENT 0 I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL SEAL/INULATION. SIZE OF SILL TO BE (2) 2"xb", UNLE55 (1) 2"xb" (THIS DOCUMENT 15 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. SOIL TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. BM BEAM MANU. 5PEG.'s MANUFACTURER'S SPECIFICATIONS L]J APPLICABLE BUILDING DEPARTMENT. IS NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXISTING STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS Iii 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MIN. OF 4'-O" BELOW GRADE, UNLE55 B.O. BOTTOM OF MAX. MAXIMUM -] ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING 4. AT FLUSH FRAMING USE I6 6ACE METAL JOISTS HANGERS BY "TECO" OR OTHERWISE NOTED EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, 11 N STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. BOT. BOTTOM MEGH. [MECHANICAL Q += PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE 5HOWN ON DRAWINGS, U.O.N. 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES Lo 5• MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL B.O.W. BOTTOM OF WALL MIN. MINIMUM � T- FLOORS, ROOFS, AND WALLS. PANEL5, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS O AND AUTHORITIES HAVING JURISDICTION. @i RULES SPECIFIED IN 1.1 THROUGH 1.8. UNTIL I TIER OF FRAMING 15 IN PLACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ia88 = I� N >- O 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 0 U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, '1. FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. COL. COLUMN NYC BG NEW YORK CITY BUILDING CODE ISM OF THE OWNER/BUILDER INCLUDING END-JOINTED AND EDGE-6LUED LUMBER, SHALL BE IDENTIFIED C � z 4 -1. ALL BEAMS, 61RDER5, ETC. TO HAVE MIN. OF 3-1/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED CONT. CONTINUOUS O.G. ON CENTER a 5. ANY OM155IONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 2E O U N SHALL BE CLARIFIED WITH THE ARGHITECT/ENCINEER BEFORE PROCEEDING WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH CONCRETE. c+ WITH THE WORK. 5. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE �DBL. DOUBLE OGG. OCCUPANCY O O m :3 CRADEMARK SHALL INCLUDE AN EASILY DI5TINOUISHABLE MARK OR q. ANCHOR BOLTS SHALL BE Iq ACCORDANCE WITH PACE C-003. 6. NO DEVIATIONS OR CHANCES TO THE STRUCTURAL SYSTEM SHALL BE MADE q• ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE DFE DE5ICN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION �' ON L co UNLE55 APPROVED BY THE ARGHITEGT/EN6INEER. P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-Q9. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 � p DAYS OF 4,000 P.S.I., U.O.N. DIM. DIMENSION P. GONG. POURED CONCRETE Q I a" 2 O -7. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FA57ENIN6 SCHEDULE 1.2. CLUED LAMINATED TIMBERS: CLUED LAMINATED TIMBERS SHALL MEET BEFORE THE START OF FRAMING ON PACE 6-005. GENERALLY, SHEATHING 15 OF 1/2" THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTG A I c10.I STRUCTURAL CLUED LAMINATED 11. GONG. SLABS TO REST ON MIN. OF 6" FINE GRAVEL OR SAND WITH D.J. DECK JOISTS PL. PLATE ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. 6 MIL. POLYETHYLENE VAPOR BARRIER UNDER _ 8. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN EA. -� EACH PLYWD. PLYWOOD APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED 12. COPPER FLASH ALL JOINTS WHERE SLAB ABUTS FRAMING. _ 9. DO NOT 50ALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF ASTM V5055 ELEV. ELEVATION P.T. _ PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4 THICKNESS AND OF _DX GRADE. STANDARD SPECIFICATION FOR E5TABLI5HIN6 AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - NAILING AS PER FASTENING SCHEDULE ON PAGE 0-005 AND CLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THI5 (1) WALL TIE PER (5) 50. FT. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE 60VERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. EQUIPMENT REQ'D REQUIRED CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12 EXTERIOR 5HEATHIN6 TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFAGTURER'5 CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, 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. EXIST. EX15TING RI RISER AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN 15. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. 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 5HEATHIN6. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVI510N5 OF FROM FOOTING TO 2' ABOVE FINISH GRADE. F.A.I. � FRESH AIR INTAKE R.R. ROOF RAFTER 12. THE ARCHITECT 15 NOT RETAINED FOR 1SUPERVISION OF THE WORK AND 15 A5TM D5456 STANDARD SPECIFICATION FOR EVALUATION OF r , ■ 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES 0 m RESPONSIBLE FOR DESIGN INTENT ONLY. o FAR FLOOR AREA RATIO STL. STEEL EXCEED 8-O AND AT EVERY 8-O . GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS OF 40 F AND FALLING, UNLESS APPROVED BY ARGHITEGT/ENCINEER. NO - a) 13. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFAGTURF--R'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE F.A.V. FRESH AIR VENT S.V. SMART VENT A.-a Lu 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED 11. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY FF FINISHED FLOOR TBD TO BE DETERMINED ■� TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT, THE ARCHITECT/ ENGINEER. RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN 6LA55 AND LEAVE WORK 16. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS 60VERNINC BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS FF ELEV. � FIRST FLOOR ELEVATION TEMP GL. TEMPERED GLASS , BROOM GLEAN. NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DE516N STANDARD FOR METAL PLATE 15. PROVIDE BITUMINOUS JOIN75 BETWEEN SLA55 AND FOUNDATION WALLS AND r. CONNECTED WOOD TRU55 CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. F.J. FLOOR JOISTS THK. THICK U 15. THE CONTRACTOR SHALL CARRY WORK.MAN'5 COMPENSATION AND GENERAL I-I. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-005. OR THE MANUFAGTURER'5 CODE EVALUATION REPORT. LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES UNLE55 OTHERWISE INDICATED, ALL FOUNDATION FOOTINGS ARE TO BE A I8. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER GORE. 1.6. GYPSUM: 6YPU MIN.MATERIAL USED IN A STRUCTURAL APPLICATION SHALL MIN. 10" DEEP PROJECTING 6"ON EACH SIDE OF THE FOUNDATION WALL. FOUND. FOUNDATION T.O.W. TOP OF WALL L AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM 056 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK ■0 16. THE CONTRACTOR SHOULD FULLY GUARANTEE H15 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM 03'7 SPECIFICATION FOR GYPSUM LATH, OR A5TM G-111 CONCRETE SLAB5 TO HAVE bxb 10/10 WELDED WIRE REINFORCING. FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD �/� THE UB-GONTAGTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER SPECIFICATION FOR GYPSUM 5HEATHIN6 BOARD. c COMPLETION R PROJECT. 19. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME ii TYP. TYPICAL AS PER PACE 6-005. 1.1. HARDBOARD: HARDBOARD U5ED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID $ SOUND GONDIT,ON WITH AN EXIST. FOOTING OF MIN. I6 WIDE x 80. 0 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLE55 THE OWNER, MEET THE PROVISIONS OF AN51/AHA A155.4 BASIC HARDBOARD OF DEEP $ 3'-O" BELOW GRADE. FRPR. FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITECT/EN6INEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." 5PECIFIE5 PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL55.6 HARDBOARD SIDING. ACCORDANCE w/ AWPA G22;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD ITC. FOOTING VERT. VERTICAL cl AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INGLUDIN6 i ATTORNEYS FEES ARI51NO OUT OF OR REULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER lb STRUCTURAL PANELS: METAL BY REPEATED BRUSHING, DIPPING, OR 5OAKINC UNTIL THE WOOD GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELDI :2 I THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) SITE WORK ABSORBS NO MORE. ALSO, FOR HARDWARE USED W PLYWOOD USED P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOO USED IN STRUCTURAL APPLICATIONS SHALL 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 TANGIBLE PROPERTY (OTHER THAN THE WORK CONTRACTOR 15 TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ WITH ITSELF INGLUDIN6 THE L055 OR USE RE5UL.TIN6 THEREFROM). (5) 15 CAUSED IN MANUFACTURER SUCH AS: HANCER5, NAILS, SCREWS, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND 2. VERIFY ALL GIVEN DATA CN DRAWINGS. IF THERE IS A DISCREPANCY, ETC. FOR LOCATIONS SUCH AS: LEDGER BD., RECEIVE CLARIFICATION FROM ARGHITEGT/EN6INEER PRIOR TO PROCEEDING. SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY HDR HEADER � < WHOLE OR IN PART BY ANY NEGLIGENT ACTT OR OMISSION OF THE WD. WOOD CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY ETC. ANY REFERENCES TO GGA ARE TO REPLACED WITH P.T. PRODUCT STANDARD 2 (P52) PERFORMANCE STANDARD FOR EMPLOYED ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY WOOD-BASED STRUCTURAL- USE PANELS, APPLICABLE CODE 3. EXCAVATE AND BACK FILL FOR WORK INDICATED ON DRAAWINC5. f HNOR HANGER ZR ZONING RESOLUTION BE LIABLE RECARDLE55 OF WHETHER OR NOT IT I5 CAUSED IN PART BY A 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. STOCKPILE TOPSOIL OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING PARTY INDEMNIFIED HEREUNDER. A. WEOROIA PACT TRUS JOIST LA MIGROLLAM LVL SITE. STOCKPILE ALL EXCAVATED MATERIALS. HOR. HORIZONTAL B. GEORGIA PACIFIC 2.OE G-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND I8. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUC7ION INGLUDIN6 PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4. NEW AND EXISTING BACK FLL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NALINC, PLACING A. WEYERHAEU5ER TRU5 JOIST 2.2E PARALLAM PSL THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE __ OF CONCRETE, ETC. ARE TO BE CAREFULLY SUPERVISED BY T-F_ CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (PS2) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR //�� ¢ A LI SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATION5, 22 I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREE5 WITHIN EIGHT FEET OF THE BUILDING. 1"tTI ON 4 N STR, TI ON R QU I R M NTS APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DFAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING CODE, ED WITHOUT WRITTEN AND SPECIFICATIONS WILL NOT BE PERMITT AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.3. PARTICLE BOARD: PARTICLE BOARD USED IN 5TRUGTURAL AUTHORIZATION OF THE ARCHITECT/ENCINE:ER. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO AN51 A205.1 AND ANY PROP05ED DESIGN CODE FRE50RIPTIVE VALUE 8 111. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE CLASS WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NY5ECCC) COMPLIES NEEDED, UNLE55 OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS 25. NOTCHES IN THE TOP OR BOTTOM EDGE OF SOLID SAWN RAFTERS SHALL EVALUATION REPORT. I. ALL 6LA55 TO BE INSULATED LOW-E, UNLESS OTHERWISE SPECIFIED. PERTAINING ARE TO BE FIELD VERIFIED. NOT BE OUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.8.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS 2. CLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER U-VALUE - 025 MAX.U-VALUE = 0.32 GLEAF:ANGES ARE PROVIDED. FENESTRATION U-VALUE MAX.AIR LEAKAcSE - 050 GFM/5F YES RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF ANSI/AHA AIQ4.1 CELLULOSIC AIR LEAKAGE = 0.30 GFM/SF 20. CONTRACTOR TO REMOVE $ RELOCAI"E AS REQUIRED ALL EXISTING WORK PER R402.45 d TABLE R402.I.4-CLIMATE ZONE 4 WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CF-LLUL0510 FIBER INSULATING BOARD. 3. ALL SLIDING CLASS DOORS, SKYLIGHTS, AND ANY CLASS UNIT INSTALLED R-25 FOAM SPRAY INSULATION W/ MIN.R-VALUE ■ 49 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURER'S HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED 6LA55, GEILIN6 R-VALUE R-21 BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 �' 1.8.5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN UNLESS OTHERWISE NOTED. SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. EXTERIOR(2"xb")WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE - 20(CAVITY) 22. PROVIDE FIREBLOGKIN6 A5 PER NEW YORK ACCESSIBILITY STANDARDS. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD 1 4. ALL CLASS UNITS SHALL BE INSTALLED IN STRICT ACCOF:DANGE WITH FRAME WALL R-VALUE (R=WINCH)W/R-II BATT INSULATION PER TABLE R402.1.2 -CLIMATE ZONE 4 YES THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (PS- 1),THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED A6AIN5T ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION MIN R-VALUE = IQ UNAUTHORIZED USE UNDER FEDERAL LAW 13Y THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 51eO TO THE EDGE OF THE STUD. REPORTS. 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW YORK STATE �FLO�R-VALUE R-50 GATT INSULATION PER TABLE R402.I2 -CLIMATE ZONE 4 YES COPYRIGHT PROTECTION ACT OF IggO (AYJCPA), WHICH HA5 SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. ENERGY CONSERVATION CONSTRUCTION CODE. 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL COMPLIANCE STATEMENT 25. FOR NEW WALLS, A PERFORATED 5HEARWALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.1. 6. PROVIDE FLA5HINC PANS UNDER ALL SLIDING GLASS DOORS, WINDOWS, OR TO THE BEST of MY KNOWLEDGE,BELIEF,AND PROFESSIONAL JUDGMENT,THESE PLANS AND SPECIFICATIONS ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF CLASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. COMPLIANCE WITH THE 2020 NYS ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PACE 6-005 $ 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLT5 SHALL GOMPL't" WITH AN5I/A5ME B 15.2.1 SQUARE AND N CONSTRUCTION;557D 10-119 AND 2015 SBG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REOV NAILING FOR THE 5HEATHIN6 (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 1. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL w CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LA6 SGREW5: LA6 SCREWS OR LA6 BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS $ MANU. 5PEC.'s). A5ME 515.2.1 SQUARE AND HEX BOLTS AND 50REWS (INCH SERIES). & ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. 6LA55 O 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENINS DEVICES NOT HOEDOWN LOCATIONS ARE SPECIFIED ON THE FOUNDJFLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. INCLUDED IN THE CONNECTORS, A BUILDING GODS, SECTION 23C6 OF IBC SHALL 2.2.5. TRU55 METAL CONNECTOR PLATES: TRU55 METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DESIGN 9. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR 15 TO SUBSTITUTE WITH w BE USED IN AGGORDANCE WITH MANUFAGTURER'5 RECOMMENDATIONS. WOOD POSTING TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE TREATED WOOD $ 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 5. METAL PLATES, CONNECTORS, 50REW5, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS $ A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE CHARACTERI5TIG5 OF THE ANDERSEN WINDOW SPECIFIED. THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" (P ANCHOR BOLTS (4" LONG EXPAN51ON BOLTS ® CHARAGTERISTIGS ARE AS FCLLOW5, BUT NOT LIMITED TO: DESIGN PRESSURE, iL AREAS SHALL BE 5TAINLE55 STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS $ 12" LONG HOOKED BOLTS ® NEW FOUND. WALL5). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR, LISHT AREA,VENT AREA, AND EGRESS e( 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL P05TINO ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (a MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, REQUIREMENTS. 0 5HEATHIN6 AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® P05TIN6, U.O.N.). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R50I ."r PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENGLOU W RE5 AND WITHIN STAIRWAYS SHALL BE CLIMATIC GEOGRAPHIC DESIGN CRITERIA 11 AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A 5HEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS TEMPERED CLAS5. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS PROJECT: STANDARD 5HF-AR 4ALL HARDWARE (w/ NOTED VALUES) $ ANCHOR BOLTS, GORE EVALUATION REPORTS. 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAP5 ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE e," LONG II. EXTERIOR GLAZING SHALL BE PROTECTED FROM REQUIREMEINDBORNENTS DEBRIS. GROUND SNOW LOAD 25 LE35 „ , 2.2.5. NAILS: NAILS SHALL COMPLY WITH ASTM F I661 STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE LAU�E L AV E IV U E RAFTERS EXCEPT WHERE COLLAR TIF5 OF I xb OR 2 x4' LUMBER 15 w/6" RISE $ w/ (2) /4 O BOLTS THROUGH CENTER LINE OF VERTICAL LE65 SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MI551LE TEST OF A5TM Elag6 AND ASTM E1886 AS MODIFIED BY 2020 NY5 BG STRUCTURAL MEMBER ALLOWABLE BA510 WIND SPEED 150 MPH LOCATED IN UPPER THIRD OF ATTIC SPACE AND ATTACH TO EACH PAIR OF SET 6 DIST., U.O.N. - ADDITIONAL INFO. 15 FOUND ON PACE 6-005. SECTION 501.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES THE REQUIREMENTS OF AN APPROVED IMPACT-RESISTANT STANDARD OR LOT 5 SHALL MEET THE REQUIREMENT5 OF THE 60VERNIN6 BUILDING CODE ANSI/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATE60RY B 6. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REGUIREMEN75 AS SET FORTH IN THE L/150 MANUFACTURER'S CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #11 ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINISHED GEILIN6 ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B '1. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45 AND EVERY A THICKNESS OF NOT LE55 THNN a" AND A SPAN OF NOT MORE THAN e,' 5HALL 16" WITHIN 4 OF EXTERIOR CORNERS. ASPHALT ROOFING SHINGLES 2.2.'1. SCREWS: 50REW5 SHALL COMPLY WITH AN51/A5ME B 15.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS $ PARTITIONS H/150 I. ALL SLOPED ROOFING SHINGLES SHALL BE OAF-GLASS-A ASPHALT ROOFING HOOD5GREW5 (INCH SERIES). ATTACHED TO THE FRAMING E)RROUNDINC THE OPENING. PANELS SHALL BE WEATHERING SEVERE 1635 LAUREL AVENUE 5. SILL PLATE TO FOUNDATION ANGHORA.6E;SILL PLATE SHALL BE ANCHORED 5HINOLE5 OR APPROVED EQUAL. TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER PEP, THE AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS $ PLASTERED GEILIN65 L/360 „ OF I" AND 3"x3"x�" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLE55 OTHERWISE PER THE ANCHORAGE METHOD SELECTED L E PERMANENT WITH TABLE FROST LINE DEPTH 3-O SOUTHOL®, NY 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL H PERMANENT „ CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 7 IN GONCRETE/MA50NRY AND WATER BARRIER FROM EDGE OF EAVE TO 24 INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS LINE. $ 24" FROM ALL VALLEYS, AND ROOF FLASHING CONDITIONS. ON THE BUILDING. DRAWING TITLE: EXTERIOR WALL5 W/ PLASTER OR STUCCO FINISH H/360 AND AT SPACING NOT EXCEEDING 4 ON CENTER. 3. PROVIDE FLA5HINC NECESSARY FOR WATER TIGHT AND WEATHERPROOF I MECHANICAL CONNECTIONS SPECIFIED AS AN APPROVED EQUAL PRODUCT. MAY BE ICE BARRIER REQUIRED YES, GENERAL NOTES ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED CONSTRUCTION. PLUMBING I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/ BRITTLE FIN15HE5 L/240 ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY "SIMPSON" MANUFACTURER. 5Y5TEM5 TO NY5 PLUMBING CODE AND NY5 DEC REGULATION5. TO 201-I NATIONAL ELECTRIC CODE, NFPA -10 AND 2020 NEW YORK STATE SPECIFICATIONS. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FIN15HE5 11 L/120 11 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION 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 GORE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANCES IN DIRECTION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. COMPLETION OF WORK. b. CORROSION RE515TANT II GAGE ROOFING NAILS AND I6 6ACE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY "SIMPSON" PERMITTED 1 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/8" PER STRUCTURAL DESIGN LOADS PAGE: 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA -72: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED FOOT. - GENERALLY, VERIFY OR PROVIDE HARD WIRED 7. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDERLAYMENT FOR SMOKE DETECTORS w/BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PER S. GENERAL DTRAP AND HASTE STE SIZES A5 FOL2 W5, UNLE55 OTHERWISE NOTED: In In ff In U MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. _ USE 11 LIVE LOAD DEAD LOAD e A. EACH SLEEPING ROOM 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RE515TANGE OF KITCHEN SINK 0 0% 0% a ,r% o"h, THE SEALANT TO UPLIFT FORGES U51NO ASTM D b381. 6. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER ........................................2 u NW %J SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY...............................................2" EXTERIOR BALCONIES 40 psf 15 psf B. OUTSIDE OF EACH SEPARATE SLEEPING - SHOWER/TUB..........................................2" AREA IN THE IMMEDIATE VICINITY OF - TOILET........................................................5" THE BEDROOMS (GENERALLY THE FALLWAY) 7. VARIATIONS IN CONNECTOR GONFIGUF;ATION SHALL BE APPROVED BY - LAUNDRY ...............................................2" DECKS 4O psf 15 psf ARCHITECT - FLOOR DRAIN.........................................3" DATE: 01/19/24 2 OF 19 G. EVERY LEVEL OF DWELLING 6YP5UM WALL BOARD 8. ALL GONNECTOR5 SPECIFIED A5 A "SIMPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf A5 PER PLAN (BASEMENT, FIRST FLOOR, $ SECOND FLOOR, ETC) I. 6YP5UM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT HANGER SHALL BE ALLOWED TO BE SUBSTITUTED WITH A TOP MOUNTED 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. BEAM HANGER ONLY ALONG WITH SPEGIFIGATIONS LISTED ABOVE. THROUGH ROOF. CODES AND REFERENCE STANDARD: ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42") 10 psf 15 psf I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK p p MECHANICAL, FUEL OAS: 2. ALL GYPSUM BOARD SHALL BE 1/2" ON WALL5 AND GEILIN6, UNLESS 1. PROVIDE FROST-PROOF HOSE BIBS WITH EA51LY ACCESSIBLE DRAIN $ STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 OTHERWISE NOTED. WATER RE515TANT (W.R) AT BATHROOMS AND WHERE DRAIN COCK5 AS REOV. H05E BIBS SHALL BE PROVIDED WITH BACKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTICS WITH STORAGE (MAX CLEAR HOT > 42") 20 psf 15 psf I. MECHANICAL AND FUEL 6A5 SYSTEMS SHALL COMPLY w/THE PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. NY5 MECHANICAL CODE AND FUEL OAS CODE DEEMED APPLICABLE. e " ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 sf � '..�)r_._�!t`�' c 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF p p P`.'�4'"'I. t 3. 5/8 , ONE HOUR RATED, TYPE X GYPSUM BOARD ON GEILIN6 AND WALLS INSULATION 8. WASTE FROM CLOTHES WA HERS AND LAUNDRY TUBS ARE TO BE PROVIDED ^, yj 2. ALL MECHANICAL SYSTEMS, APPLIANGE:5, $ EQUIPMENT SHALL BE LISTED, `' (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALL5 AND ROOFS SHALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME b s,' �, _ ;` �. LABELED, $ INSTALLED IN ACCORDANCE w/ MANUFACTURERS SPEC.5 $ CODE. IN EACH DIRECTION BEYOND THE UNIT(5). ALSO AT HEAT PRODUCING FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST $ PAPER ASSOCIATION SLEEPING ROOMS 30 psf 15 psf le' /', ' ,�a� EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. 9. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AF$PA) AMERIGAN WOOD COUNCIL (AWG). �C° �:,` 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. HEALTH DEPARTMENT STANDARDS AND REGULATIONS. SHALL BE EQUIPPED w/FLAME SAFEOUAR.D DEVICE WHICH SHUTS OFF THE FUEL 2. PROVIDE 2" R-10 RI61D FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE STAIRS 40 psf 15 psf SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT L16HT 15 EXTINCUI5HED. WALL5 FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND IN5PECTICN 15 REQUIRED BY LOCAL JURISDICTION PRIOR 11 I PLUMBING GORE. * Y(11 - _ 4. FINISH JOINTS, J-BEAD5, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf f 4. SUPPLY $ RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE �f*i ". t <'e_ TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. COMPLETELY IN51ME THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED 11. NOTCHING AND BORING OF STUDS, JOISTS, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE: FUEL 6A5 CODE. ' `N 'P�;-?=,°e ��TO AN R-VALUE OF AT LEAST (NYS EGG F1403.5): 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY,UNLESS NOTED OTHERI^U5E, INSULATE AS FOLLOW5: NO NOTCHING AND BORING OF STRUCTURAL MEMBERS 5HALL BE PERMITTED 12 psf FOR ATTIC /I' , r.; DUCTS 3"O $ OREATER, LOCATED IN ATTIC: R-8 ALL OPENINGS. - q" R-50 FOR FLAT GEILIN65 NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 201-7 NATIONAL ELECTRIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf I5 psf FOR LATH. c Aga - 8.25" R-300 FOR VAULTED AND CATHEDRAL GEILIN65 GORE, NFPA '10 AND 2020 NEW PORK STATE ENERGY CONSERVATION DUCTS UNDER 3"O, LOCATED IN ATTIC:: R-b - 5.5" R-15 FOR 2"x4" WALL CONSTRUCTION 12. PER NY5 PG 425.4, A 4"x3"CLOSET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION GORE. DUCT5 3 O $ GREATER, OTHER PORTION OF BUILDING: R-b b. FASTEN 6YPUM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-003. - 5.25 R-21 FOR 2 xb WALL CONSTRUCTION WATER CLOSET CONNECTION. NHEF:E A 3 BEND IS UTILIZED, A 4'x3 FLANGE ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER 3"O, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. A50E '7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLDONN DETAILS TYf=1 GAL NA I L. I NO/STRAi=f='I NO R'EOU I REiMENTS FOR FASTENING SCHEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. 5PEC.'s;MANUFACTURER Uf='L. I FTC SHEAR/ $ L A7EFZAL !mil I ND RESISTANCE 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 REWREMENT5, a AND ROUGH OPENING FRAMING REGUIREMENT5) Q *BALL STRAPPING TO BE IY4"x 20 GAUGE** -- "SIMP50N" EQUIVALENT - 0520 (COILED STRAP) ALL NAILING IS A GENERAL SPECIFICATION, IT APPLIES UNLE55 NOTED OTHERWISE p "'USE IOd NAILS IF STRAPPING IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER ANC 2018 WOOD FRAME CONSTRUCTION MANUAL TABLE 3.0 IW HOEDOWN ' � HOEDOWN 'B� FASTENER SPEC. FASTENER CONNECTION A I v I L. I I�C C R 1 D DESCRIPTION AND QUANTITY SPACING Q LO FOFOUNDATIONSr O CONNECTION: ROOF GE I E I NG FRAM I NO AT RAFTER TO RIDGE �ry p r 0 --""• I.DIM's ARE ALL MIN.�'s BASED ON USE OF ONLY A I6d COMMON NAIL w/o PREBORED HOLES. ENDWA-L ENDWALL RAFTER TO TOP PLATE (TOE-NAIL) SEE PAGE 6-003 PER RAFTER N O (5) 2x FULL (5) 2x FULL CORNER STUD >� 2 2.HOOD IS ASSUMED TO BE Dr,#2 8 BTR. IN DRY USE O C L2 z 4 HEIGHT 5TUD� HEIGHT STUD CONNECTED TO FOR STRAP - 5 a d* COMMON R.R. 211 SERVICE GEILIN6 JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST 0- to \ CORNER ONNECTED STUD TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. cc S.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL C G 0 0 TRANSFER SHEAR ry — (EVIDENT DURING INITIAL INSTALLATION)PREBORE THE NAIL GEILIN6 JOIST TO PARALLEL RAFTER(FACE-NAIL) SEE PAGE 6-005 EACH LAP CO"SIMPSON" HP05 FOR ROOF SLOPES UNDER 5:12 WITH ' HOLE5,SET NEW MEMBER. - O }. HOLDOWN ANCHOR a 2-I6d COMMON .- O ,} LO 2-I6d COMMON ROOF SPANS OF 24' OR GREATER, • • • • • • f•-� N LOCATIONS NOTED NAILS ® 6' O.G. $ / • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS(FACE-NAIL) a-I6d COMMON EACH LAP � NAILS ® b O.G. B USE 4 8 d COMMON NAILS a EA. ,��`/ Q O 2 0 10' O.G. IF BLOCKED ON PLANS IO O.C. IF BLOGKE CORNER POST END OF STRAP. ?° 5.SEE SECTION 6 FOR ANY REQ'T TO CLINCH THE NAILS(TO r CORNER P05T G. TIES TIGHTLY BOND THE END OF THE NAIL TO A 90'ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 6-003 PER TIE 6RAPHIC BELOW) "SIMPSON" HDQB -.�.,� � THE ABOVE ASSUMES A RAFTER HOLDOWN ANCHOR a SPACING OF IV' O.G.; FOR 5PAGIN65 S DIMENSIONS ARE DERIVED FROM THE SPIKES COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-ad COMMON EACH END „ SECTION 12.4-PLACEMENT OF NAILS d SPIKES < TABLE LOCATIONS NOTED OF 24 O.G., INCREASE NAILING BY A OR 4-I. ON PLAN5 d FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END :'. CONNECTION BI B2 AT RAFTER TO TOP PLATE TO STUD HOEDOWN INSTALLATION OPTIONS: CONNECTION: WALL FRAMING L. B2 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-Ibd COMMONI PER FOOT FOR NEW P. GONG. FOUND.'s ° ° ° FOR 57RAP - 3 mod* COMMON NAILS a EA.HOLDOWN CAST IN PLACE w/-1/a"0 THREADED ROD W END OF STRAP. 4-I6d COMMON JOISTS - EA. SIDE sm WHEN IN TOWN OF I5LIF OR NAILING TOP PLATES AT INTERSECTIONS (FACE-NAIL)FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.s • • NOTE I Wa"4> THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO • GEOMETRY EXCEEDS THAT PERMITTED IN • . STUD TO STUD (PAGE-NAIL) 2-I6d COMMON 24" O.G. CONCRETE w/ "51MPSON" SET (HIGH STRENGTH EPDXY ---� 51 MAX. NAILING GRID ABOVE UTILIZEADHESIVE), d FOR TEMP.'S O°F-40°F USE "SIMPSON" AT 1 SIMPSON #H2A (OR EQUAL) RAFTER TIE HEADER TO HEADER (PAGE-NAIL) Ibd COMMON I6" O.G. ALONG ED6E5ULj (HIGH 5TREN6TH ACRYLIC ADHESIVE) Wes'"'FOR TOENAILIN6 - 5 8 d COMMON NAILSFOR EXIST. /NEW G.M.U. (GONG. BLOCK) TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-Ibd COMMON PER STUD FILL TOP2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME CONNECTION ----••..,. FOR G.J. TO R.R. - c{ Ib d COMMON NAILSw/7/8"� THREADED ROD REQUIREMENT5 FOR "-- (\I�f BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-Ibd COMMON 1,2 PER FOOT AT G.J. TO G.J. CONNECTION: RAISED G.J.'s(WHEN FOR EA. PLATE TO STUD ABOVE B OR BELOW ENDJOIST, or BLOCKING (PAGE-NAIL) APPLICABLE) HOEDOWN 'C' HOEDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - a 16 d COMMON NAILS FLOOR FRAMING ■— FOR NEW # EXIST. FOR NEWLY POURED CONNEGTI ON 01 $ 02 * JOIST TO SILL, TOP PLATE or 61RDER (TOE-NAIL) 4-5d COMMON PER JOIST FOUNDATIONS FOUNDATION ® ONE STORY ONLY �• (5) 2x FULL. ENDWALL BRIDGING TO JOIST (TOE-NAIL) 2-6d COMMON EACH END HEIGHT STUD CORNER STUD -11-41 ,ZONNECTED TO TRANSFER SHEAR • AT STUD TO FLOOR ASSEMBLY BLOCKING TO JOIST (TOE-NAIL) 2-ad COMMON EACH END G2 --- --- TO STUD CONNECTION: TOP PLATE (TOE-NAIL) 3-I6d COMMON EACH BLOCK "51MP50N HD05 (5) 2x FULL "~' „ BLOCKING TO SILL or HOLDOwN ANCHOR ® 2-I6d COMMON HEIGHT STUD "��j • LOCATIONS NOTED � NAILS ® 6" O.G. 6 �..--''� � a ON PLANS Io" O.G. IF BLOCKED G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-Ibd COMMON EACH JOIST CORNER POST I NAILS ® EA. END OF STRAP a JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-ad COMMON PER JOIST a FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d rcMMCN BELOW - 2 Ib d COMMON NAILS BAND J0I5T TO J015T (END-NAIL) 3-I661 COMMON PER JOIST —� NAILS ® i " O. .\ . ` BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON 1 PER FOOT • ROOF SHEATH I NO d STRUCTURAL PANELS: INTERIOR ZONE ad COMMON b" EDGE / 12" FIELD a %'51MP50N" 5T D14 CONNECTION DI $ D2 SOLID KIN6 PERIMETER EDGE ZONE g ad COMMON 6" EDGE / b" FIELD HOLDOWN INSTALLATION OPTIONS: ® EA.BAY GABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. UP TO cl" RAKE OVERHANG FOR NEW P. GONG. FOUND.'e� HOEDOWN CAST IN PLACE w/"1/a"� THREADED ROD ""T-,",..•••-"^'"" FOR EXIST. P. GONG. OR NEWLY CURBED POUND'S AT STUD TO FLOOR ASSEMBLY TO SILL — GE I L I NG SHEATHING 7/b"o THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO . PLA7E(5) CONNECTION: D2 CONCRETE w/ " IS MP5C)N" SET (HIGH 5TRENGTH EPDXY ;7 1/R" MIN. ADHESIVE), b FOR TE��IP.'s O°F-40°F USE "SIMPSON" AT FROM I GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD (HIGH STRENGTH R TEM .' ADHESIVE) CORNER FOR STRAP - 3 a d* COMMON NAILS a EA. ONE #4 REBAR � ► END OF STRAP (WRAP STRAP UNDER SILL PL.) SPECIFIED ON D I WALL SHEATH I NO FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES SOLID d CAST IN PLACE HOLDOWN ° o FOR EA. PLATE TO STUD ABOVE $ OR BELOW - — w/7/a"4) THREADED ROD 2 16 d COMMON NAILS 5TRUGTURAL PANELS ad COMMON 6" EDGE / 12" FIELD d ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD "7 5d COOLERS " EDGE / 10" FIELD N < FLOOR CONNECTION w/ # LPT4 SIMPSON (OR --- -•._ STRAP w/(3) z NA 1 L I NCB/STRAFF I NO � W �IDOJ�/D®OR HEADER � STANDARD/ALTERNATE EQUAL) a PLATFORM TO SILL PLATES ~''" . of E I STRAP TOE W EA.JOIST-(FOR FLOOR SHEATHINO (SUBFLOOR) 2 ALTERNATE USE SIMPSON H2.5A) U NOTATION: STRUCTURAL PANELS: A - NUMBER OF ad NAILS ® EA. END OF STRAPPING (2015 wFCM,TABLE 5. P. 189);WHEN STRAPP 6 CONNECTION E --' I" Or LESS: ad COMMON b" EDGE / 12" FIELD REQUIRES OVER 14 NAILS, USE 51MP5ON 0516 5TRAPPIN6 (OR EQUAL). ��"-� ---""'" - GREATER THAN (": IOd COMMON b" EDGE / 12" FIELD m S - NUMBER OF SILL 5TUD5-ON FLAT (DOES NOT APPLY TO DOORS) (201a WFGM,TABLE 5.255,P. 111) C - NUMBER OF FULL HEIGHT KING STUDS® EA. SIDE OF HEADER(2015 WFGM,TABLE 5.23G,P. 29 ; -" ..--""""-" ,•i ALTERNATE AS PER TABLE 3.25D,P. 2Q3) 1 - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. LU 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 51LL ALTERNATIVE NAILING SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED. Q (2015 WFGM,TABLE 3.1,P. I59) FOR EXAMPLE, IF WALL SHEATHING IS NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER E - NUMBER OF JACK 5TUD5 ® EA. END OF HEADER(2015 WFGM,TABLE 5.22F,P. 25b) A ° PLA7E(5) CONNECTION SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR G F - NUMBER OF Ibd NAIL5,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE SLAB ON GRADE APPLICATION: ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN THE LOAD PATH. PROJECT''(DOES NOT APPLY TO DOORS) (2018, WFGM,TABLE 5.5, P. 1"11) a, a 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF B E `` ° FOR STRAP - 3 8 d* COMMON NAILS ® EA. a NAILS SHALL BE PERMITTED TO BE REDUCED TO 1-I6D NAIL PER FOOT. "'-••. ° - FOR ROOF SHEATHING WITHIN 4 OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4 ON EACH '` -- �� Q da. °°Q . END OF STRAP (WRA STRAP UNDER SILL PL.) SIDE OF THE ROOF PEAK, THE 4' PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE LAU R EL A!/EI�U E FASTENING SCHEDULE B P uSED. F ROU6H OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " -- ° 9 FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 201a EDITION) 2 Ib d COMMON NAILS LOT' 5 A NOTATION SIONAGE FOR TRUSS TYPE PRE-ENGINEERED ROUGH A B G D E F 6 WOOD, AND/OR TIMBER CONSTRUCTION OPN6 THE FOLLOWING SIONA&E SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 1635 LAUREL AVENUE 2'-o" 3 I I I ( I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, NY 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-o" 6 I 2 2 2 2 CJ�I G I �� ® -r�� I T 5AE3LE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE l� L BRACING/STRAPPING AUTHORITY HAVING JURISDICTION: DRAWING TITLE: * - PROVIDE (2) 2"AO" HDR (MIN.) U.O.N. FOR RAKES 12"OR (5) - REQUIRES SILL PLATES of 2 xb' (MIN.) TOP PLATE BLOCKING 2 HOLDOWN, ANCHOR BOLT, LESS PROVIDE CONSTRUCTION TYPE DESIGNATION SHALL 12 2 3 4 4 4 }-- >sEr�6T TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS, o•c TO AGHEIIVE RAKE OH. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS FOR WIND - EXPOSURES B4G - FOR WIND - EXPOSURES BSC - Iol-o" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLASSIFICATION OF FASTENING SCHEDULE THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 BUILDING MINIMUM 5PLIGE IA-" BUILDING MINIMUM SPLICE 1AS4 THE NY5 BC. DIMENSION (FT.) LENGTH (FT) DIMENSION (FT) LENGTH (FT) TYP. STRAP w/(3) PAGE: ad NAILS EA.END DESIGNATION FOR STRUCTURAL 12'-0" 2'-O"/2'-6" 12'-0" 31-011 OF EA. STRAP 6" DIAMETER COMPONENTS THAT ARE OF TRUSS TYPE, Ar -S U IM Ar 'M I6'-0" 3'-O"/3'-q" I6'-O" 4'-O" ATTIC PRE-ENGINEERED WOOD, OR TIMBER ®o l� 1� IOR 5OL.T S�E� 1 GAT O S CONSTRUCTION AS FOLLOWS: s �"'c I `� T-i - "F" = FLOOR FRAMING, INCLUDING 20'-O" 4'-O"/5'-O" 20'-O" 5'-O" BLOCKING 2 BAYS GIRDERS $ BEAMS SPECIFICATION (2015 WFGM TABLES 3.2A d 3.25, P. 157-Ib0) 11 11 BACK ® 4'-0" O.G. - "R" = ROOF FRAMING CORNER 24-O 4'-0"/5'-0" 24-O b-O 3q" — "FR" = FLOOR 4 ROOF FRAMING DATE: 01/19/24 3 OF 19 CONDITION FOR ALL STRUCTURES: ..:' • 5/8"4) ANCHOR BOLTS a 3ci" O.G. •' 32'-O" b'-O"/7'-b" 52'-011 b'-o" N SECOND FLOOR 1 •P 36'-011 a 1-011 NOTES: I.TABULATED SPLICE LENOTH5 A55UME TOP PLATE-TO-TOP PLATE LENOTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40-O 8-O /10-O BLOCKING 2 BAYS Y t • PROVIDE AN EQUIVALENT NUMBER OF NAILS 40-O I I-O { y. I. MIN. 7 EMBEDMENT INTO CONCRETE CONNECTION USING 2-Ibd NAILS PER FOOT.FOR SHORTER SPLICE 1 " w/ 3" SQUARE WASHERS AND END NUT SETUP; BACK m 4'-0' O.C. END 2.TABULATED SPLICE LENGTHS ASSUME A BUILDING LOCATED 50'-01, 10'-O"/12'-6" 5o'-011 151-011 CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. B FILL IN EXPOSURE B TYP. STRAP w/(3) STROKE A TOP TWO COURSES SOLID ad NAILS EA.END Ct cV 5.TABULATED SPLICE LENOTH5 ARE BASED ON b FOOT WALL 60'-O" 12'-011/15'-O" 601-011 1b'-0" OF EA. STRAP ;fl HEIGHTS FOR OTHER HALL HEI6HT5,H,THE TABULATED UNIT sa 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR LATERAL LOADS SHALL BE MULTIPLIED BY H/b; FIRST FLOOR I �� OR REPLACED BY HOLD DOWNS FOR SHEARWALLS FOR ALTERNATIVE WALL HEI&HT5 MULTIPLY THE ABOVE 7O'-O" 14'-O" -IO'-011 I�{'-o" PLAN DIAGRAM OF ZONES NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 611 4 1211 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): .� So'-o° Ib'-o° 80'-011 221-0° FROM ENDS AND CORNERS (TWO a CORNERS) a'WALL- 1.125 REFLECTIVE REFLECTIVE (�F (SEE DIAGRAM TO LEFT) lo'WALL- 1.25 BLOCKING 2 BAYS RED PANTONE WHITE , II' ALL- 1.575 THIS COLUMN w/MULTIPLIER BACK ® 4'-0" O.G. 4. COORDINATE w/ HOLDOWN LOCATIONS 12'WWALL - 1.5 FOR 10'-0" WALL #I87 4.TOP PLATES SHALL BE A MINIMUM OF STUD 6RADE MATERIAL M I SC ELLANEQUS FRAM I NO GRAPH I GS GONTI NUOU5 BUILT-UP 5 I RDER5, 5 OR MORE 5UPPORT5 (THAT EXCEED FRAMING STANDARDS, IT 15 REG'D FOR FRAMER TO HAVE A I R B J�O�K I N CB FOR P J�A T O RM 1�lO O D S RA M I N C 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 RESIDENTIAL CODE) WHEN G BE7�oF I/6 ORDERS MADE UP OF JOISTS NAILED GONNEGTI ON a PATTERN DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER Q BLOCKING UNDER LOAD BEARING WALL THREE OR MORE 5UP`:'ORTS, JOINTS ARE TO BE 0 NON-LOAD BEARINS WALL OFFSET FROM SUPPORT A (2)ROWS IOd NAILS• 12" MAX.52" LOCATED BETWEEN ONE SIXTH AND ONE QUARTER o.c. P THE SPAN LENGTH FROM AN INTERMEDIATE w STU SUPPORT. NO TWO ADJOINING JOISTS, NOR MORE J STUDS (5)ROWS IOd NAILS m 12"o.c. p. THAN ONE THIRD THE TOTAL NUMBER, ARE TO BEcu SUBFLOOR (2)ROWS 1/2" 0 BOLTS o 12"O.G.STA66ERED; JOINTED ON THE SAME 51DE OF THE SUPPORT. Q LN/SUBFLOOR � G Two-PIECE DBL.• ENDS BUILT UP GIRDER p� MAX,S2° SOLE PLATE D (2)WNV6 1/2" 4)BOLTS• 16"O.G. NAILING: r- 5oLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE O r- E (2)ROWS 1/2" m BOLTS a 24"O.C. SIDE WITH 10d NAILS,TWO NEAR EACH END OF BETWEEN 1/6 EACH PIECE, OTHERS STAGGERED WITH A DISTANCE 1= w CV O F (2)ROWS 5-5/8"TRUSSLOCK SCREWS• 12"O.G. 4 1/4 OF A OF Ib INCHES BETWEEN NAILS IN A HORIZONTAL 0 C z LINE; OR GIRDERS ARE TO BE NAILED FROM EACH 0- T_ 5GREWED ON(I)SIDE OF MEMBER r 6 (2)ROWS 5-5/b"TRUSSLOGK SCREWS a 16.O.c. SIDE w/ IOd NAILS, TNO NEAR EACH END OF EACH - �' O U CV SCREWED ON(1)SIDE OF MEMBER (2)Rows 5-3/e"TRUSSLOGK SCREWS• 24'o.c. JOIST, OTHERS 5TAC-7SE°RED w/ A DISTANCE OF 52 _ O m (D JOIST �' SCREWED ON(1)SIDE OF MEMBER P BETWEEN NAILS IN A HORIZONTAL LINE. N 4- � MAXIMUM OFFSET (2)Rows s"TRU55LOGK 5GREW5• 12"O.G. J BUILT�UPI6�RDER � MAX.32" THREE-PIECE GIRDERS ARE TO BE NAILED w/ 20d � Q � 0.. � O JOIST DEPTH, d 5GREWED ON BOTH SIDE OF MEMBER r- NAILS ON EA. SIDE w/ TWO NEAR EA. END OF EA. MATCHED 51ZE OF BLOGKIN6 (2)ROw5 5"TRU55LOOK 5GREW5 a 16"O.G. 'Q FIRESTOPPIN6 AND K PIECE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE UNDER NON-LOAD BEARING SCREWED ON BOTH SIDE OF MEMBER 3 PARTITIONS ® 52 O.G. BLOCKING SAD OTHERS STAGGERED w/ A DISTANCE OF NOT MORE L (2)ROWS 5"TRU55LOCK SCREWS a 24"O.G. BETWEEN I/6 DOUBLE PLATE SCREWED ON BOTH 51ME OF MEMBER 4 1/4 OF A THAN 52" BETWEEN NAILS IN A HORIZONTAL LINE. CE I L I NO BRAG 1 N5 FOUR-PIECE CIDERS ARE TO BE A55EMLED AS CANTI LEVERED FLOOR 1.BEAMS 4 HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED 4/ 20d NAILS AS SPECIFIED GABLE ENDWALL PLAN SHALL USE GOM EGTION PATTERN 'A'WHEN 5"OR SMALLER FOR THE THREE-PIECE GIRDER. 4 CONNECTION PATTERN'B'WHEN 10"OR LARGER P STUD 2.WHEN SCREWING OR NAILING FROM BOTH SIDES OF MEMBER- POUR-PIECE ANCHORING: 2 OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER GIRDERS ARE TO BE SECURELY ANCHORED TO I P SUBFLOOR SOLE PLATE 2"x4" CONTINUOUS GABLE END MASONRY PIERS, NAILED TO WOOD POSTS OR BAND LATERAL BRACE a V O.G. TRUSS TO STEEL COLUMNS. JOIST , 2) IOd NAILS TRUSS OR G.J. ■ PLATFORM FRAME CONSTRUCTION n' 10) 8d -LOCATIONS REOUIRUN6 FIRESTOPPING- 100 NAILS FIRE- FIRE- WOOD FIRESTOPPIN6 FIRESTOPPIN6 ■ 5TOPPIN6 STOPPIN6 FIRE- FIRE- SOLE FASTENING RECOMMENDATIONS FOR SIDE-LOADED STOPPING STOPPING MULTIPLE-PIECE MEMBERS JOIST * 5d COOLER NAILS m 10" O.G. NAILED' BOLTED' BLOCKING 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd S ROWS Ibd Z ROWSK' 2 ROWSX�" 2 ROWSXs' FIRESTOPPIN6 WHEN VERTICAL GOVTO UN IS APPLIED ■®l w/(4) IOd NTS AILS o l2"o OMMN• o M ONO.0 6 c: sTS^ •BI2°O.G. B60'O.G. d TO UNDERSIDE Or - STUD a.STRAP STUD GYPSUM BOARD 9 Two ROws 12.O.C. THREE cows 12"o.c. LOCATION I LOCATION 2 LOCATION 3 JOISTS DOUBLE PLATE * 5d COOLER NAILS m ►o"o.c. (10) 6d NAILS BEAM SELECTION w/ STD. NAILING LOCATION 4 I JOIST SHALL BE LOCATED DIRECTLY *NTE` ENDwALL STUDS A5 NOTED IN NOTES 7 8 ° ° ° ° ° ° ° 5 Fes' "' T1, WGTANON DENOTES ALT.FOR USE OF DRYWALL SCREWS of GIRDER VIER STUDS, UNLESS TOP PLATE 15 4"• EDGE/12"• FIELD FULLY BLOCKED SOLE WOOD FIRESTOPPING DIESIGNED TO CARRY THE LOAD SCREWS#6 - tl'a"TYPE W OR 5 I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDGES FIRESTOPPIN6 2.BOLT HOLES ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE 1_06ATED 2' TWO ROWS 24"O.G.STA66ERED Two ROWS 6"O.c. LOCATION 5 LOCATION 6 FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL INTERIOR STUD DETAIL THIGKNE55 OF THE MEMBER USE WASHIERS UNDER HEAD AND WT. O O O OVERLAID ROOF s.STAGGER EAGF+ROW OF FASTENERS BY 12'. O O O O O O O O O 2'SPACE NOT ATTACHMENT @ \/ALLEY 4.FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTIBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRE5TOPPIN6 APPROX.I INCH THICK BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED h FOR 4"O.G.NAIL SPACING. LOCATION 1 STD NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS 5TRAPPIN6 w/ 'T.2 ROWS OF Ibd COMMON NAILS(12"O.G)FOR DEPTHS 12'OR LESS FIRESTOPPIN6 LOCATION cI 4 8d NAILS LOCATION 8 EA.END a R.R. a.5 ROWS OF Ibd COMMON NAILS 02'O.G)FOR DEPTHS OF 141,161 4 lb". LOCATION 10 PULL WIDTH 2" BLOCKING Z h v !U N TOP PLATE DRILL 2"0 INTO ROOF DECK FOR STRAPPING INSTL. INTERSECTION DETAIL_ x15T. oR NEw NEW R.R.SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 l od ONTINUOU5 LOPER TOE NAILS NOTED CONT.BLOCKIN6 TOP PLATE SPIKED TO R.R-'5 AL16N NEW 4 EX. R.R.AS SHOWN G STUDS- PLAN VIEW NOTE: SIMILAR� D' WOOD JO I S WOOD JO CRIPPLE STUD BLOCKING JOIST HANOE HEADER GENERAL REQUIREMENTS FOR 5 ENERAL REQU I REMENT5 FOR W INSTALLATION OF GLINC�HED NAILS IN51ALLATION OF TOE-NAIL5 GIRDER/HEADE o WOOD GIRDER JACK STUDS 0 WOOD JOIST W MAIN MEMBER w 0 JOIST FRAMING OVER WOOD GIRDER JOIST FRAMING FLUSH WITH G 1 RDER/HEADER TYP I GAL HEADER CONNECTION a I. TOE-NAILS SHALL BE DRIVEN ® AN ANGLE OF PROJECT: ME� DIAMI.X 5 APPROX. 50° w/THE MAIN MEMBER 4 STARTED APPROX. THE LENGTH OF THE NAIL FROM THE MEMBER END, LAU R E L AV E N U E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER,STRAI6HT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 010° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN L0� MEMBER, FOR THI5 APPLICATION, SHALL BE AT LEAST SIX TIMES THE DIAM. OF THE NAIL RAFTE5. R O, NO MORE THAN 2 TOE NAILS SHALL -10 BETINSTAL INSTALLED IN EA.AVOID NSIDE OF A RAFTER OR CEILING JOUST WALL STUD 0 WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR 1635 LAUREL AVENUE DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, NY 11971 CHIM. CHASE SECURING @ STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS FIREBLOCKING DETAILS NOTE: (51M. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JO 1ST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUDS TO ATTIC FLOOR 4 BLG'6 TO R/L SIDES hI/ 5TRAPPIN6 TO R/L 51DE5) D PAGE: tu TOP PLATE ® O--I W Jul ND RES 1 STANT GONSTRUGTI ON GONNEGTORS GHIM. CHASE WALL z p v CONNECTION LOCATION: PART NUMBER: NOTES: G-009+AmOO RI D5E-TO-RAFTERS C520 © 21" APPLY TO EACH PAIR OF RAFTERS ® -RAFTER-TO-WALL H7 APPLY TO EACH RAFTER d z DATE: 01/19/24 4 OF 19 m ROOF o o RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER oz qq REOV BLOGKIN6 o OO N PLATE-TO-WALL STUD 0520 © 011 To ALIGN w/5TRAPPIN6 w w a APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE THE FIRST FL. 0 -w 2ND. FLOOR WALL-TO-IST. FLOOR WALL LFTA or C520 © 56" APPLY TO EACH WALL STUD ® O HEADER-TO-JACK STUD G520 © 12" APPLY TO EACH JACK STUD ell FLOOR/GL6. CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD-FT"T k I .� SHEAR WALL HOLDDOWN ANCHOR SSTB16 APPLY TO EACH SIDEWALL END ' c WRAP UNDER DOUBLE SILL PLATE � IST. FLOOR-UNDER-SILL PLATE 0520 SIDE \/IF-W PLAN VIEW (USE WITH 3" 5G7UARE WASHERS) cF �dN USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RE515TANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E YD AL 5 I I " I50L E I : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL. a. -� EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.C5. NEW FOUNDATION WALL w STL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q cy) Lo WOOD FRAME (L.O. 5TL. POST FOR 4" WALLS � C WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR 6" WALL5), U.O.N. r- O Cfl NEW 2-HR FIRE RATED C,4 O WOOD FRAME (L.O. STl_. O .� � Z �y- WHEN APPLICABLE) '75--0" a O U N C FOUNDATION PLAN NOTES 25'-0° O CDm O O 4Lo AS PER COVENANTS 4 RESTRICTIONS DATED 5TH - 0 N - - - Q a. OF MARCH 2O25: I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO ELECTRIC,OAS, TELEPHONE,CABLE AND WATER, MU5- I - - � - - - - - - - - - - •�' - BE LOCATED UNDERGROUND -1 - - 2. UNDERGROUND 570RAOE TANKS ARE PROHIBITED, EXCEPT TH05E WITH SPILL, OVERFILL AND CORRO51ON PROTECTION REQUIREMENTS IN PLACE I I g PROVIDE (2) NEW FURNACES: I Q I I O O I. UNITS BY "RHEEM" OR APPROVED EQUAL 2.PROVIDE 4-TON UNIT FOR 15T FLOOR "ZONE I" 4 "ZONE I PATIO ABOVE (V m 2";UNIT LOCATED IN BASEMENT I I Q 5.PROVIDE 5-TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN ATTIC 4.VENT THROUGH WALL 5. F.A.I. THROUH WALL 6.INSTALL AS PER MANU. SPECS. NEWMECH. AREA: L - - - - - - - - - - - - - - - - - - - - - Lu O I. INSTALL ALL INDICATED EQUIPMENT A5 PER MANU. SPEC.'s 2.MAINTAIN 50"x5O" CLEARANCE IN FRONT OF MECHANICAL UNITS AS PER NYS MG 506.1 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES - - - - - - - - - - - - -�- - - - - - - - - - m REQUIRED PER NY5 MG 804. 4.IF APPLICABLE, DISCONNECT, REROUTE, 4 RECONNECT EQUIPMENT TO EXIST. PIPING AS Faa.'D. I I ( N TYPICAL MECHANICAL AREA NOTES: r r^ I. FOR WV. FR. FLOOR - PROVIDE I/2" GONG. BD. BY ,,, .• .•s. I I I \J� "DUROCK" (OR EGUAL) - - - - - - - - - - - - - - - - - - - - - - - - - - 2. FOR WV. FR. WALLS - PROVIDE (I) LAYER OF 5/6" �• �I`- n' . ;, ; . r 0. a) BURIED PROPANE LINE TYPE "X" GYP. BD. UL U505 (OMIT ON GONG. WA,LL5) • ( 3. WHEN NEW, INSTALL FURNACE/BOILER AS PER MANU. I - - - - - - -O - - - - - - - - - - - - - - - 5PEC.s AND A5 PER NYS MECH. AND FUEL 6A5 CODE m I I I - - - - - - 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT • .. ,. ,. ,, . :. ..; • : �,' IT CONFORMS TO NYS MECH. AND FUEL 6A5 GODS P I 5. COMB. AIR VOLUME AS PER MANU. SPEG.s - PROVIDE I FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE URNHGE/BOILER ELECTRICAL I I ( 3 EMERGENCY SHUT OFF 5 r' 7. FOR 6A5 SERVICE, PROVIDE &AS SHUT OFF SWITCH 8. LOCATE MECH. EQUIP. TO ALLOW FOR PROPER CLEARANCES AS PER CODE O Q cf. PROVIDE 5" FLOOR DRAIN IF REOV BY EQUIPMENT 4 CONNECT TO SANITARY SYSTEM AS PER NYS a tr - - - - - - - - - PLUMBING -CODE n�- - - - , I F_ t -1 IO.DRAFT VENTIJOI SYSTEM SHA LL COMPLY Iry NTH ALL s• •. ., .� ., I ( m I I I I I I I I SEE SITE PLAN FOR SECTIONS OF 2020 NY5 RG 52427. - - - - - - - - L - L - J PROPANE TANK LOCATION UNDER-FLOOR AREA VENTS 5 i L - - J UNDER-FLOOR O5 NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER I ( VENTILATION 2020 IRG R405; INSTALL AS PER MANU. SPECS WITHIN I ' UNCONDITIONED; I I 2254 S.F. 5'-0" OF BUILDING CORNERS FLOOR FREEZE PROOF HOSE BIB: I % REG2. S.F. PROV. O FASTENED w/MASONRY ANCHORS (PRECISE ( s LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) I q'-O" WALLQ p I4.4 S.F. O.O S.F.H q � GHT. I I ELECTRICAL PANEL: OK NEW 200 AMP ELECTRICAL PANEL LOCATION; I I I ALL INSTALLATION AS PER NY5 ELECTRICAL CODE. F_ t __l BURIED PROPANE TANK: O I. PROVIDE NEW 1,000 GALLON BURIED PROPANE TANK I I I I I I I n-4O 2.INSTALL AS PEU. SPEC.'S L JL -I 5.INSTALL MIN. 10'-o" FROM DWELLING, SANITARY 4 STORM -(V WATER STRUCTURES, 4 BURIED UTILITY LINES;REFER TO 51TE PLAN FOR INSTALLATION LOCATION. OWATER HEATER NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. PROPANE WATER HEATER (OR APPROVED EQUAL). 1. VENT THROUGH WALL. 2.F.A.I. THROUGH WALL. I L J. I L `" J _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ui Z 5.INSTALL PER MANU. 5PEC.'S DOOR NOTE: I I 005 I I I I� O 1. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT I F_ 7 .p ON PLANS BY 'JELD-WEN' (OR EQUAL). I 2.INSTALL NEW EXTERIOR DOOR5 WHEN GALLED OUT ON PLANS BY 'THERMATRU', 'ANDEERSEN' (OR EQUAL). I L _J 5.NOTE DOES NOT INDICATE EACH NEW DOOR PROPOSED;SEE DE516NATION5 4 DOOR SCHEDULE. I I w 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR I 4 001 NEW UP I I Q WALLS, U.O.N. ( (16) RI 5.6.(PROVIDE (2) 2LL AS x10AHDRNU PU.O'N. 7. SEE PAGE 6-005 FOR ALL OTHER FRAMING I ( I PROJECT: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. I 002 L J - - - - - - - - - - - - A=4o� WINDOW NOTE: t O I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN I I ( I •.e I I LAU R E L AV E N U E CASEMENT, DOUBLE-HUNG, OR 6LIDIN6 (AS NOTED). I I INSTALL A5 PER MANU. 5PEG.'S. LOT 5 2.NOTE DOES SEE E516NA�ON54 WINDOWICATE CH NEPq SCHEDULE.DOW PROPOSED; I a• I 3 - - - - - - - - - - - 8 5.FOR 5UB5TITUTION5,SEE NOTE #q IN "6LA55 WINDOWS I I ,r AND DOORS" ON PAGE 6-002. s 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. I I (- - - -- - - - - - - - I L I J I - 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: I I - OR ALL SKYL 16HT5 4 OPERABLE PANELS OF I •• �•• I I :• 2 I . •. I '. I j GARAGE SLAB I � � 1635 LAUREL AV E N U E 6.1. F SOUTHOLD NY 11971. 5WIN61NO, SLIDING, 4 BIFOLD DOORS 6.2. WITHIN 15" OF F.F. 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING DRAWING TITLE: 6.5. WITHIN TUB/SHOWER ENCLOSURES - - - - - - - - - - - PORCH ABOVE I I VENT 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND I I I I ry y F.A.I. in I I I ( PROPOSED FOUNDATION PLAN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM p _ (2) 2"xIO" HEADER U.O.N. I lift � 8.WINDOW FALL PROTECTION SHALL_ BE PROVIDED PER NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEI6FT5 I - - - - - - - - - - - - - - - - - - - - - - - •- - - - - LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 72'' ABOVE GRADE OR THE ADJACENT SURFACE AT THE I ► BUILDING EXTERIOR. EGRE55 NOTE: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - IN COMPLIANCE WITH NEW YORK STATE BUILDING I I I PAGE: CODE, SECTION R510.2.1;THE FOLLOWING MEANS OF .9 UNDER-FLOOR EORE55 SHALL BE FOLLOWED: �SFPTIC CONNECTION Q VENTILATION I �' � - - - - - - - - - - - - - - - - - - - - - - .� ^ 0 NET CLEAR OPENIN&........... 5.7 S.F. - FLOOR NET CLEAR HEIGHT............... 24" MINIh1UM AREA Ibq S.F. I /1; NET CLEAR WIDTH................. 20" MINIMUM 5'; REQ. S.F. OV. VENT I.I S.F. O. S.F. DATE: 01/19/24 5 OF 19 REOID WATER SERVICE LINE BURIED �} ELECTRICI � _ O im Q FRCFOSEI� FOUNT ATION PLAN N - :i SCALE: I/4" = I'-O" p �Or NEIl SEE FADE A- 104 FOR N I NEON DOOR 5G#� DULE 0EI ` ERAL I 0 <E I : _ EXISTING TO BE DEMOLISHED �7J NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. a EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G• NEW FOUNDATION WALL Q 5TL. WHEN APPLICABLE) W J � NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUGTURAL a C'7 POST FOR 4 WALLS WOOD FRAME (L.G. STL. " 4 � LC) WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q '=' � c: O P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED WOOD FRAME (L.G. 5TL. Cj O O WHEN APPL I GABLE) 0 LO O Ir- Z 4 ], O -le (\l O - - - - - - - - - - - - - - - -- O m = O DOOR NOTE: FLOOR PLAN NOTES ❑ ❑ ❑ ❑ I ° o O A/G CONDENSERS: <C r- O Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT II I. PROVIDE (1) NEW 4-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/G CONDENSER BY "RHEEM" I ( ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR E R EQUAL). OR APPROVED EQUAL FOR, SECOND FLOOR NATURAL LIGHT 4 VENTILATION 5. NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. (HABITABLE SPACE) PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND - , 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING ti I m I cV O W WALL5,U.O.N. SUFFICIENT To ACCOMMODATE 6RO55 WEIGHT OF is i N Q i a - FLOOR AREA 251 S.F. 5. INSTALL AS PER MANU 5PEG.'s CONDENSER. b.PROVIDE (2) 2"xlO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS S.F. REQ. S.F. PROV. "1'. SEE PAGE G-005 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS I 26 5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. LIOHTIN6;MIN. 6% 3'-Sy2" 3'-6" 3'-6" 3'-8y2" OF FLOOR AREA Ib.5 S.F. 62.5 S.F. STAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: I ■� O I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" O I VENTILATION,.MIN. 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL G G 92 S.F. 14.0 S.F. Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE 1" 4 "ZONE 4A5 OF FLOOR AREA 2. GREATEST RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT NOT EXCEED THE SMALLEST BY MORE THAN ". 5.PROVIDE 5 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN ICA6 _ O 3. HEADROOM IN STAIRWAYS SHALL BE AT LEAST 6'-8". A771C I 4 10'-10" �I 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL - 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL �, ® ■�� 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. 5PE05. m r lb'-5" 7'-O" 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. "s 5. HANDRAILS SHALL BE PROVIDED ON NOT LE55 THAN NA RAL LIGHT 4 VENTILATION I b" ONE SIDE OF EACH FL16HT OF STAIRS CONTAINING FOUR 13 NEW 4 x3 ALUM. DOWNSPOUT (TYP.) WHITE LIVING ROOM I 3'-b" 4'-5" 3'-b" (HABITABLE SPA�iE) 356.4 S.F. °i OR MORE RISERS,SHA AND WHERE SED F ON PEN-5. N G GT b. GUARDRAILS SHALL BE PROVIDED FOR OPEN-SIDED p�j t- TZ1 WALKING SURFACES LOCATED MORE THAN 50" ABOVE NEW LAUNDRY CLOSET/ROOM: FLOG AREA o S.F. ■VV®// I. NEW WASH /DRY HOOK UP77 FINISHED FLOOR OR GRADE, 4 WHERE SFfOWN ON PLANS. 14 2•COORDINATE LAUND. ROOM 4 DOOR DIM.'s 1. 42 HIGH GUARDRAIL 4 SPINDLE SP AGING NOT TO w/ SIZE OF EQUIP. S.F. REQ. S.F. PROV. 6 4 II ALLOW PA55A&E OF A 4 4) SPHERE;36' HIGH in HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 3.PROVIDE HOOK UPS AS REQ'S PER MANU. LION INO;MIN. 5% 0.0 S.F. 0.0 S.F. PASSAGE OF A 4 0 SPHERE. OF F OOR AREA DW ig o m 5. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: NATURAL LIGHT VENTILATION a. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR VENT LATION;MIN. 0.0 5.F. 0.0 S.F. (HABITABLE SPACE) 1p 3 2.DUCT SHALL TERMINATE MIN. V-O" FROM ANY 4% OF FLOOR AREA OPENINGS ib FLOOR AREA I II01 S.F. I GT y ® WOOD TREADS, RISERS 4 TOPRAII_; METAL 5.DUCT 51ZE AS PER MANU. 12'-2" 7 "' / I I 4 AC 4.DUCT SHALL BE EQUIPPED w/ A BACKDRAFT DAMPER g SPINDLES 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN S.F. REQ. S.F. PROV. tV CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO p m VENT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM Z ® LIGHTING;MIN. 8% KITCHEN - y i I Q �B WOOD TREADS, RISERS 4 TOPRAII_ 4 SPINDLES SHALL BE LIMITED TO SINGLE LEN6TH5, NOT TO Q O '� P` B OF FLOOR AREA 88.6 S.F. 384.0 S.F. 2,o S.F. `r B DROOM 2 EXCEED & FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2155A. z '.�+ri VENTILATIOId;MIN. 44.3 S.F. 54.0 S.F. I XXX S.F. SMOKE DETECTOR / GO DETECTOR NOTES: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID 49b OF FLOOR AREA Q_O O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT = II'-q" Oo Oo BEDROOM 2 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS I BATH. 2 SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST I 2318 S.F. 60 S.F. HARD WIRED TO EACH OTHER w/BA'TTERY BACKUP. tV O O ( 0 DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.INTERCONNECTION BETWEEN NEW 4 E.XISTING DEVICES SCREWS , p SHALL NOT BE REQUIRED WHERE EXISTING ALARMS 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER I I C Q Qo Qo O ARE NOT INTERCONNECTED, AS PER NYS R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE B BEDROOM I I I A I p 3.PROVIDE SMOKE/ GO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 183.8 S.F, s I �3 -� i'_ s; PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH 90° 4.SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES r _ _ _ _ I I' HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. I �- IIO 6„ 112 • N 4 OPENINGS TO BATHROOMS w/SHOWER OR TUB. 5. INSTALL ALL AS PER MANU. SPEG.'s = 10'-5)/:2-- 6. SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR THERMOSTAT: cV _ 77 IN COMPLIANCE WITH LOCAL CODE 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: = �f I I --,I�- I III O - ZONE I: FIRST FLOOR _� / b I 6-10 3'-5" WINDOW NOTE: O4 I. ALL NEW WINDOWS 4 DOORS SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR O CASEMENT, DOUBLE-HUNG, OR 6LIDI1`lG (A5 NOTED). 2. H.O. TO SELECT MODEL; INSTALL AS PER ( _ INSTALL A5 PER MANU. SPEC.'S. MANUF. SPECS �cv _ / T BATH. 5 W p 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; , b 28.4 S.F. I 60 S.F. SEE DESIGNATIONS 4 WINDOW SCHEDULE. 3.FOR SUBSTITUTIONS, SEE NOTE #q IN "GLASS WINDOWS NEW GAS FIREPLACE INSERT. CONNECT AS PER _ _- -__._ IOq b I r 7'-O" 1. I6 DINING ROOM- - 15 AND DOORS' ON PAGE 6-002. MANUFACTURER'S SPECIFICATIONS AND NYE, STATE " " -6" , 316.3 S.F. , - _L 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY I`-- 6-I I 'I-8 -� 41 5L- - - � ... VENT 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. b.IN GENERAL,TEMP. &L. SHALL BE PROVIDED: 2 VENT 6.1. FOR ALL SKYLIGHTS 4 OPERABLE PANELS OF ;. SWINGING, 5LIDIN6, 4 BIFOLD DOORS ELECTRICAL METER: 1_, SHELVES 6.2. WITHIN III OF F.F. 17 INSTALL NEW ELEC. METER AS PER NY5 MECH. CODE, 4 W.I.G 103 (I6wRl ® I'_O„ - PANTRY � _° ? 6.3. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS 5015.F. B `r Z 6.4. WITHIN STAIRWAYS 4 WITHIN c36" OF A LANDING ,� t 7.5 i I?.5 S.F. p 13'-2 „ i 6.5. WITHIN TUB/SHOWER ENCLOSURES 3 = - - - 6-10 :p 6.b. SEE ALSO GENERAL NOTES ON PAGE 0-002 - - - - - - - - - - - �t 7. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND IRRIGATION, LANDSCAPING AND FERTILIZER U - 14 � p 20-O' O WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS 4 RE5TRIGTION5 I NEW UP I in N m 3_b„ `� v (2) 2"xl0" HEADER U.O.N. DATED 5TH MARCH 2O23: _ - (I6) RI ® ' z - - - - - - - - - - - t, UDROOM r- - -I- - - ; 5.WINDOW FALL PROTECTION SHALL B;= PROVIDED PER t�� °i �` 102 FOYER *.r 5„ 85.4 s.t. 1:1A w NY5 R312.2 FOR OPERABLE WINDOW:3 WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT -' ( It)SS:IF.• J _� LE55 THAN 24" ABOVE F.F., THAT ARE MORE THAN 72" OVER-WATERING �D 104 5111,- PA-401 aABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR CL -� 1'-II" BUILDING EXTERIOR. PESTICIDES I5 PROHIBITED 108 I I I - WQ 5.THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE f `J EGRESS NOTE: _ i I I p p IN COMPLIANCE WITH NEW YORK STATE BUILDING REQUIRED IN LANDSCAPING b-O 105 p z 2 4.THE USE OF FERTILIZER PRODUCTS CONTAINING i � .,, ,_ 114 it GODS, SECTION R310.2.1;THE FOLLOWING MEANS OF NITROGEN, PHOSPHORUS OR POTA551UM 15 PROHIBITED - cV v I 14 3 EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I _° w �' ' `'" 't I I PROJECT: NET CLEAR OPENINO........... 5.1 S.F. 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE m IOI NITROGEN IS NO MORE THAN 20% OF THE TOTAL I G !. NET CLEAR HEIGHT............... 24' MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS - q - - - - - - _ _ - � LAUREL AVENUE NET CLEAR WIDTH................. 20 MINIMUM O "° L _ b.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE � - - - - - �- FEET IN ANY ONE APPLICATION, WITH A GUMULATIV dJ PROVIDE TYPICAL BATHROOM NOTE: _ O - . 2 GAR �ARAGE APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 2 X6 , „ 10-3 O I. WALL BOARD SQUARE FEET PER YEAR 15 PERMITTED 5 WALL FOR 2-b -�I�- - 2 3'-I' I. 17 560 S.F. LOT 5 I.I. INSTALL MOISTURE RE515TANT GYPSUM BOARD IN •T. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS `r PLUMBING 12�� = ry O ALL BATHROOMS IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A II - III III DEN =ry I , 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND BATHROOM I N TUB SURROUNDS SOIL TEST SHOWS THAT THE LAWN DOES NOT HAVE VEN q2.7 S.F. m O "' ENOUGH PHOSPHORUS IIIIII IIIII 2. SHOWER FLOORS 8.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS : - : = 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP ;- D - - - - - - - - - - - - - - - - 1635 LAUREL AVENUE SOUTHOLD 2.2. CONCRETE MUD-SET (SLOPE 1/03 PER FOOT , TOWARDS DRAIN) UPON B A A B �- I 8 �- I I , NY 11971 2.5. WATER PROOF MEMBRANE TO COVER SHOWER FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS 5'-�2" NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: DRAWING TITLE: O VENTILATION 15 NOT MET BY MEANS OF' NATURAL ctO% OF THE PERMANENTLY INSTALLED NEW LI6HTIN6 m 4 p m I I 115 Q CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, I I PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES AS PER NY5 MEGH. GODS SECTION AS PER 2020 NY5 EGG R404.1 ❑ ❑ s 405.5.2.5; INSTALL AS PER MANU. SPECS NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: C D G D D G O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING 0 23-2}�2 L - - - - - - - - - - - - - - - - SEE ALSO PLUMBING GENERAL NOTES ON PAGE 6-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LE55 THAN R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG gy2„ 4 NEW FLOOR: R403.4 4 R403.5: O I. NEW J" PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); ". PAGE: I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING �:.., ,.. INTERIOR. OF SHEATHING 6 O.G. 4 12 O.G. ® FLUIDS >105°F OR <55°F (R405.4) (V 4 A ma ' 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER H H H 3. PIPING SERVING MORE THAN (1) DWELLING UNIT IL 1 NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE 5'-8" 6'-5I 6'-3" 5'-8" O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THINSET (LEVELED PROPERLY) UPON MANIFOLD 2 O" 3.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB 7. BURIED PIPING O 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 8. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS ! Q DATE: 01/19/24 6 OF 19 SCREW PERIMETER OF SHEATHING b"' O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. INTERIOR. to NEW ATTIC AGGE55 - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALLS 4 FLOOR WITH INSULATION TO 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") PROVIDE A SOUND TRANSMISSION CLA55 (5TG) FOR 3.DBL. FRAMING WHEN NEW OPENING AIR-BORNE N015E OF NOT LE55 50 AS MEASURED IN 751-0" 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q ACCORDANCE WITH ASTM E q0. INSULATION ABOVE w/WD. FR. (OR EW BAFFLE OR RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 ECG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE fpp THERMAL ENVELOPE OF BUILDING). FROPOSEI� FIRST FLOOR FLAN 5. INSTALL AS PER MANU. SPEC.'S 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 2,302 S.F. HAE31TAE3LE S�1�GE; 3,04cf S.F. CROSS AREA SCALE: 1/4" +i _3 SEE FACE A- 104 FOB DOOR 5r_..,HEDUL OEI ` ERAL 5 I E3OL I : _ EXISTING TO BE DEMOLI5HED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. a EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME L.G. NEW FOUNDATION WALL Q - ( 5TL. WHEN APPL I GABLE) W J � NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL M POST FOR 4" WALLS WOOD FRAME (I_.G. 5TL. WHEN APPLICABLE) (MIN. (2) 2"xb" 5TRUGTURAL P05T FOR 6" WALLS), U.O.N. _ 0 NEW 2-HR FIRE RATED WOOD FRAME (I_.G. 5TL. 'E Mc N } O WHEN APPLICABLE) �p Lro- Z 4 c O 0 N FLOOR PLAN NOTES oN O ,_, Lo DOOR NOTE: A/C CONDENSERS: OI. INSTALL NEW INTERIOR DOORS WHEN CALLED OUT II I. PROVIDE (1) NEW 4-TON Al_ CONDENSER BY "RHEEM" Q O O ON PLANS BY 'JELD-WEN' (OR EQUAL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 $ 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A✓G CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDER5EN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3. INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DE5IGNATION5 b DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND d PROVIDE &ROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WE16HT RATING WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE 6RO55 WEIGHT OF 5. INSTALL AS PER MANU SPEC.'s CONDENSER. 6.PROVIDE (2) 2"xl0" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY 6A5 7. SEE PAGE 0-005 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST 5' FROM WINDOW5/1.?OOR5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: 2 I. ALL NEW STAIRS SHALL HAVE MAX. 6-1/4" RI d MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EOUAL "- Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR IST FLOOR "ZONE I" $ "ZONE 2. GREATEST RISER HEIGHT IN A FLI6Hl' OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT NOT EXCEED THE SMALLEST BY MORE THAN ". 3.PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST V-5". ATTIC 4. STAIRS SHALL HAVE THE FOLLOWIN6 CLEAR WIDTHS: 4.VENT THROUGH WALL 4.1. BETWEEN CLEAR HEIGHT # HANDRAILS: 56" MIN. 5. F.A.I. THROUH WALL ■ 4.2. BELOW HANDRAIL, RAIL ON ONE SIDE: 31.5" MIN. b.INSTALL A5 PER MANU. SPECS. NATURAL LIGHT VENTILATION 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 2-1" MIN. NATURAL LIGHT VENTILATION 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN 13 NEW 4"x3" ALUM. DOWNSPOUT (TYP.) WHITE (HABITABLE (HABITABLE SPACE) ONE 51DE OF EACH FLIGHT OF STAIRS CONTAINING FOUR (HABITABLE SPACE) U FLOOR AREA 225 S.F. p� OR MORE RISERS, AND WHERE 5H0 N O PLANS. "♦ 6. GUARDRAILS SHALL BE PROVIDED FOR OPEN"SIDED NEW LAUNDRY GL05ET/ROOM: FLOOR AREA 350 S.F. WALKING SURFACES LOCATED MORE THAN 30" ABOVE 14 I. NEW WASH /DRY HOOK UP FINISHED FLOOR OR GRADE, E WHER= SHOWN ON PLANS. i m S.F. REQ. S.F. PROV. 7. 42" HIGH GUARDRAIL S SPINDLE 5PACIN6 NOT TO 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s S.F. REG. S.F. PROV. ALLOW PASSAGE OF A 4 � SPHERE; 36" HIGH - Q ! fv!♦1 w/51ZE OF EQUIP. NATURAL LIGHT � VENTILATION � LIGHTING;MIN. &% ^ HANDRAIL 4 SPINDLE SPACING NOT TO ALLOW 5.PROVIDE HOOK UPS AS REQ'S PER I-1.8 S.F. 24.2 S.F.MANU. (HABITABLE SPACE) `r I LIGHTING;MIN. 5% OF FLOOR AREA W PA55A07E OF A 4" cC SPHERE. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ OF FLOOR AREA 2b•O S.F. 56.4 S.F. DRYER EXHAUST NOTE: VENTILATION;MIN. 8. &RIPPABLE RAIL AS PER GORE. FLOOR AREA I"15 S.F. ( VENTILATION;MIN. 49b OF FLOOR AREA 8.a S.F. 23.0 S.F. 9. RAILING $ TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR 4SK OF FLOOR AREA 14.0 S.F. 25.0 S.F. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY OPENINGS S.F. REO. S.F. PROV. B B ® WOOD TREADS, RISERS 4 TOPRAIL; METAL 3.DUCT SIZE AS PER MANU. 4.DUCT SHALL BE EQUIPPED w/ A BAGKDRAFT DAMPER LIGHTING;MIN. e)% ,,1 .;r, ;. SPINDLES OF FLOOR AREA 14.0 S.F. 41.0 S.F. i ry 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN O CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO b'-5" VENTILATION;MIN. T m j CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM -1.0 S.F. 36.'1 5.F. j 2B WOOD TREADS, RISERS 4 TOPRAIL 4 SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 4% OF FLOOR AREA EXCEED 8 FEET AND SHALL BE LISTED AND LABELED III III IN ACCORDANCE WITH UL 2155A. ... J I L NFINJ SMOKE DETECTOR / GO DETECTOR NOTES: 6.EXHAUST DUCTS SHALL 8E MIN O.OIb" THK RI61D ry O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT _ _ - _ �zu NH ry SMOKE /CARBON MONOXIDE COMBINATION DETECTOR METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS m - > E RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ' 4 4 .6 S.F. i- HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL " `t 2.INTERGONNEGTION BETWEEN NEW +€ EXISTING DEVICES SCREWS 12_2 SHALL NOT BE REQUIRED WHERE EXISTING ALARMS '7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ` ARE NOT INTERCONNECTED, AS PER NYS R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE 4 3.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 H H B B }{ PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. ° 204 I 4.SMOKE /GO DETECTORS TO MAINTAIN, 3 MIN. FEET FOR EACH 45 BEND AND 5 FEET FOR EACH ES I � BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. z VAC, •P +! OPENINGS TO BATHROOMS w/SHOWE'_R OR TUB. _ 14'-2" 22'-O" 4" I� 5. INSTALL ALL AS PER MANU. SPEG.'s r I ® - b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR cV IN COMPLIANCE WITH LOCAL CODE THERMOSTAT: 4 N _ 15 I. PROVIDE THERMOSTAT FOR(2) ZONES: - Q O 1 WINDOW NOTE: - ZONE I: FIRST FLOOR v u u ';� BATHROOM 4 4O 1. ALL NEW WINDOWS $ DOORS SHALL BE ANDER5EN - ZONE 2: SECOND FLOOR A a oO 53 S.F. 5 =ry :r CASEMENT, DOUBLE-HUNG,OR GLIDING (AS NOTED). 2. H.O. TO SELECT MODEL; INSTALL AS PER (L] 206 I BEDROOM 4 INSTALL AS PER MANU. 5PEG.'S. MANUF. SPECS B - - I 233.3 S.F. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - ! SEE DESIGNATIONS € WINDOW SCHEDULE. (V BEDROOM 3 3.FOR SUBSTITUTIONS, 5EE NOTE #q IN "GLASS WINDOWS NEW OAS FIREPLACE INSERT. CONNECT AS PER - I I5.3 S.F. Vft 205 I ; AND DOORS" ON PAGE 6-002. 16 MANUFACTURER'S SPECIFICATIONS AND NYS STATE FAMILY ROOM �Tf?� - 201 I 4.ALL CASEMENT WINDOWS TO HAVE 5TRAIOHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY Q ( 3so S.F. 12 _ 5. ALL DOUBLE HUN& WINDOWS TO BE TILT WASH VENTING. 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL 5KYLIOHT5 d OPERABLE PANELS OFzz SWINGING, 5LIDIN6, 4 BIFOLD DOORS ELECTRICAL METER: 15 - -� 6.2. WITHIN 18" OF F.F. 17 2'-0" INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, 4 6.3. WITHIN 24" OF A DOOR - L I Z UTILITY CO.GO STANDARDS I I�'-5 6.4. WITHIN STAIRWAY5 8 WITHIN 56" OF A LANDING m 3 6.5. WITHIN TUB/SHOWER ENCLOSURES N � 9'-q:: I 2'-5"�I I 209 n _ W .G 2 6.6. SEE AL50 GENERAL NOTES ON PAGE G-002 - �.<,,r: .:,. ,, .' __........_..... i. O 3215.F. - g -1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND IRRIGATION, LANDSCAPING AND FERTILIZER 1 i - _ _ I 0 WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS $ RESTRICTIONS =: in I v (2) 2"xIO" HEADER U.O.N. DATED 5TH MARCH 2O25: OO =ry 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER 202 2E) NYS R312.2 FOR OPERABLE WINDOWS WITH SILL HEIOHT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT PROVIDE I LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN'12" OVER-WATERING LAUNDRY ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR WALL FOR .?. 4'-0",' NEW DN ROOM ry k . • BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED PLUMBING BATH.a s:3 (I6) Rf ® 123."I S.F. I W6-5 I LU t 1.5" 5.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE ry EGRESS NOTE: REQUIRED IN LANDSCAPING 203 r 1 IN COMPLIANCE WITH NEW YORK STATE BUILDING 4.THE USE OF FERTILIZER PRODUCTS CONTAINING 31-p CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NITROGEN, PHOSPHORUS OR POTA551UM 15 PROHIBITED B I 2 ! v t EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I _ ?; PROJECT: NET CLEAR OPENINO........... 5.7 S.F. 5. ONLY OR&ANIG FERTILIZERS WHERE THE WATER-SOLUBLE W. .G NITROGEN 15 NO MORE THAN 20% OF THE TOTAL NET CLEAR HEIGHT............... 24" MINIMUM VENT A-aol NET CLEAR WIDTH................. 20 MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS - PROVIDE 2"X6" 1 i LAU E L AV U E 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE T FEET IN ANY ONE APPLICATION, WITH A GUMULATIV ry TYPICAL BATHROOM NOTE: 5-4 - 5-O WALL FOR APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 ( PLUMBING DRYER TO VENT �,®� O I. WALL BOARD OPEN TO BELOW SQUARE FEET PER YEAR IS PERMITTED 1 I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN -1. THE USE OF LAWN FERTILIZER GONTAININ6 PHOSPHOROUS 10'-3° THROUGH ROOF ALL BATHROOMS 10'-8" 15 PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A 210 1.2. INSTALL CONCRETE BOARD IN ALL SHOWER5 AND 1 TUB SURROUNDS SDIL TEST SHOWS THAT THE LAWN DOES NOT HAVE 2. SHOWER FLOORS ENOUGH PHOSPHORUS 2.1. NEW TILE FINISH (H.O. TO SELECT') UPON S.ANY FERTILIZER THAT 15 SPILLED ON IMPERVIOUS 1635 LAUREL AVENUE SURFACES SHALL BE IMMEDIATELY PICKED UP 2.2. CONCRETE MUD-SET(SLOPE I/8" PER FOOT =ry TOWARDS DRAIN) UPON I UNFINISHED/UNCONDITIONED SOUTHOLD, NY 11971 2.3. WATER PROOF MEMBRANE TO COVER SHOWER r UNFINISHEDNNGONDITIONED N 10-3 SPACE ?80.4 S.F. i DRAWING TITLE: FLOOR, WRAP DRAIN d ATLEAST 18' UP WALLS 5PAGE O NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: 167 S.F. CL O6 VENTILATION 15 NOT MET BY MEANS OF NATURAL 010% OF THE PERMANENTLY INSTALLED NEW LIGHTING O CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, G Fi PROPOSED SECOND FLOOR PLAN OUTDOOR SPACES AS PER NYS MECH. CODE SECTION AS PER 2020 NYS EGG R404.1 403.5.2.5; INSTALL AS PER MANU. SPECS ;: .: .. ::<• ; .•. o NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: I D L F O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING SEE ALSO PLUMBING GENERAL NOTES OPJ PAGE &-002. SHALL BE INSULATED TO AN R-VALUE OF NOT LESS THAN 14'-O" 3'-1" 6'-O" = R-3 FOR THE FOLLOWING CONDITIONS PER 2020 NY5 EGG NEW FLOOR: R403.4 8 R403.5: _ O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 8 5GREW); I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING 4 D m I I PAGE: SCREW PERIMETER OF SHEATHING 6 O.G. d 12 O.G. ® FLUIDS >105°F OR <55°F (R40C4) Po INTERIOR. I I I P 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER ,yr 3. PIPING SERVING MORE THAN (1) DWELLING UNIT 0 0 NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE G D G D D G O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A V15TRIBUTION 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON MANIFOLD 3.NEW " DUROGK CEMENT'BOARD (OR FOUAL) UPON 6. PIPING LOCATED UNDER A FLOOR SLAB 15,_p„ 4 7. BURIED PIPING 23'-10" DATE: 01/19/24 7 OF 19 4.NEW �" PLYWOOD SUBFLOOR BENEATH (GLUE 8 SCREW); 8. SUPPLY B RETURN PIPING IN RECIRCULATION SYSTEMS _ ' 5CREW PERIMETER OF 5HEATHIN6 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. O INTERIOR. Q B S to NEW ATTIC, ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS # FLOOR: 1. MIN. 550 # CAPACITY FILL INTERIOR WALLS d FLOOR WITH INSULATION TO 4- 2.SIZE TO FIT MEGH. EQUIP. THRU OPENIN6 (MIN. 22"x30") PROVIDE ABOUND TRANSMISSION CLASS (5TC) FOR 3.DEL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LESS 50 AS MEASURED IN ,'y.. }.': Sk 4.WEATHERSTRIP AGGE55 OPENING d PROVIDE R-49 ACCORDANCE WITH A5TM E 90. INSULATION ABOVE w/ND. FR. (OR EQ.) BAFFLE OR i m � ' y az °✓J RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 .2 (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE �I I THERMAL ENVELOPE U. BUILDING). FROFOSED SEGOI `D FLOOR PLAN 5. INSTALL AS PER MANU. SPEG.'s I' 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 1,658 S.F. HA E317AELE SP?�GE; I,658 S.F. OROSS AREA SCALE: 114 = I'-o" �,,� I SEE FAOE A - 104 FOR K NDOV1 DOOR Sr_,.,HEL-,)ULE e.. �. .ate... . ..\.. .. �. DOOR 0. TAG DESCRIPTION MANUFACTURER \" ' ' FIRE NOTES \ :. RATING WIDTH HEIGHT \ :` ' >. \\ 45 MIN. RATED .. SELF-CLOSING W r \. W a \: \ \.v \ `x.. cu FRONT DOOR WITH a {= LC) SIDE LIGHTS AND 101 EXTERIOR DOOR THERMATRU 8'-I" 8'-O" \ < \ \ \ O .` �► \�\ \ :. \\`' TRANSOMS ABOVE CO 102 FINTERIOR DOOR JELD-WEN (2) I'-6" 8'-O" \\�►' ; 1' \\ O IF F-105 INTERIOR DOiDR JELD-WEN E21-61 tk"M194 8'-O" ♦ ` € 0 V N mA 601K :: \\\\ \ \ :. .O O m � O c; \\\ \u \ .: O O '� N 104 INTERIOR DOOR � JELD-WEN 2-4 8-O �\ ' ,\\ -ii O 105 INTERIOR DOOR JELD-WEN 2'-4" 8'-O" �►. \ \" o " Q 0 lob SLIDER DOC>R ANDERSEN 12'-O" \\\\ ► \\ 107 BARN DOOfZ JELD-WEN 2'-8" 8'-0" ..., INN �o i \ \ < -IF 108 EXTERIOR DOOR THERMATRUCD W'd "i IOq INTERIOR POOR JELD-WEN 2 v '-4" 8'-O" • L I10 INTERIOR DOOR JELD-WEN 2'-b" 8'-0" III INTERIOR DOOR JELD-WEN 2'-b" 8'-O" --IF112 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" i► 113 SLIDER DOOR ANDERSEN 8'-O" 8'-O" p° l : ' s ■s \° ..5.' \\� \ \ \ Jc 114 GARAGE THERMATRU q'-O" CIO-O" \\\' \\ 115 GARAGE THERMATRU q'-O" q'-O" \� i► \: e 201 INTERIOR DOOR JELD WEN 2'-b" 8'-O" \a m �\ \ \ \' \.. \ W, \ .\\ .a 202 INTERIOR DOOR JELD-WEN \\c :, A 205 INTERIOR DOOR JELD-WEN 2'-4" ow ka \\ "\ hN, 204 SLIDER DOC>R ANDERSEN 10'-O" \ \ fit:.•\ \\ \ : \ : 1i............ 205 INTERIOR DOOR JELD-WEN 2'-6" " \° \\\` ° JJ \\ c" 206 INTERIOR DOOR JELD-WENIF 8-O » \. 207 INTERIOR DO DR FJELD-WEN 2'-b" 8'-O" .1 \\:V" `\\ 208 INTERIOR DO,DR JELD-WEN 2'-4" W, 20q POCKET DOOR I JELD-WEN 4-O 8-O i► :... 210 HATCH DOOR 2'-0" 4'-0 \► P'S ,�"• .\.. :a. \. s.\ `1* .\\ c0\�,c •cam 001 INTERIOR DOOR THERMATRU -o" �► O\'\" \' ;. .. . . \ 002 INTERIOR DOOR THERMATRU 3'-O" 8'-O" \>..: y ,.l►.\;\ < 40 a 005 EXTERIOR DOOR THERMATRU 5-O 8-O \ \ \ \ \`\7 ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AS PER MANU. 5PEG.'s. SEE PAGE "0-005" FOR NAILING 8 5TRAPPINO DETAILS. SEE DOOR SCHEDULE FOR ALL 0LA55 DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO SE PROVIDED BY WINDOW MANUFACTURER z w ,y CHART _ \ \> \\\ \ «�.ka,aa..a•,«u1x<�laki.,< ...»� u:MM».«»� �\� O \\ ;: :::. \\O \ \ . ----- - EGRESS \\\:: \\\,. ,: \o\ • ;.•,, ,„ I�i1'1 :' \ CLEAR LIGHT VENT y ,, \\�\ WINDOW DIMENSION PROV. PROV. TA5 TYPE MODEL # �\ OPENING w WIDTH REOV: 20" TEMP. PER PER iY WIDTH HEIGHT HEIGHT REO'D:24" UNIT UNIT OPEN REO'D: 5.-7 5.F. :. .; A(5) TRANSOM AR51 \ ',"C3Al ..... \ 2'-I I I'-5" 1.4 2.1 Q B(IS) CASEMENTIF GXWIS \: N \ , \` 11.5 r 00 CASEMENT GXWIb �� :b" ,\ "'`�" " PROJECT: ( ) � �•�<� \ � ��: 2-I I �5 5-I I 14.0 p 14.7 14.0 D(b) CASEMENT CXWIS ' \` '-O 2'-I I 2'-I I F6.5F 1� 6.8 6.5 LAUREL AVENUE E(5) CASEMENT GXWI4 \ 4-O q.0 q.5 2-I I q.0 LOT F(2) CASEMENTIF GXWI55 � C?\" 5`.. a 2'-II 5'-4 " "1.5 7.q -1.5 ON CASEMENTIF GXW145 .; ' #, '2; \\G; 2'-I I Ell4'-4 Ell 10.0 10.5 10.0 \\\ e \\ \\ 1635 LAUREL AVENUE x ,< f- 2'-Il " 5'-4 " 12.6 15.1 12-6 SOUTHOLD NY 11971 H(5) CASEMENT GXWI55 \\\ \tea°:��`�\< ,�:.�� •.::.� .. IN PICTURE P4050 \\\ T\ \ '. \.#'`: 4'-O" 2'-II Ellq.4 12.0 , \ J(2) PICTURE P6o50 \° ,'=t „ 2'-II " 14.6 1'1.q G TITLE: �1 \` \\ DRAWING K(I) CASEMENT GW14 \; '=G3. ".•. � 2'-4 " 4'-O" 6.8 -1.2 6.8 WINDOW & DOOR CHARTS PAGE: A A r% 0 DATE: 01/19/24 8 OF 19 Q W W I IA _j t(5 Ch N \ Q% � � r O O r CO N >: O — O z � 0.. r r O U -- O Om O .0 O O .- Lo 2 [) Nz YiL L \ / \ / - _ O O O Q / ca \ U -- — — — — / - -- F.F.' . :: :' " F.F. •• F.F: \ e ILU rLl V♦ iL / N I _LL --I LL Q 9 ffL Ll L±j LLcB__j> _ O LWiF.F. F.P. F.F. A-401 EAST ELEVATION (FRONT) 5CALE: 1/4" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR 4 MATERIAL SELECTION — — - -- - BEFORE INSTALLATION I IA IA ASPHALT COMPOSITION 5HINOLF-5 — -- H Z TYPICAL 51DINO: O I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS — 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION U BEFORE INSTALLATION ct ® WHITE CEDAR SHAKE 2B ui STUCCO; PAINTED BLACK — — NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO a PROJECT: _ONEW DRYER VENT: SEE NOTE ® PLAN LAUREL AVENUE— — NEW BATHROOM EXHAUST FAN VENT: LOT 5 5A VENT THROUGH WALL AS SHOWN. _ SEE ALSO NOTE ® PLAN. IA NEW BATHROOM EXHAUST FAN VENT: �+ 5B LOCATE VENT WITHIN ROOF SOFFIT. — 16 /�`,35 LAUREL AVENUE SEE AL50 NOTE a PLAN. SOUTHOLD NE A/C CONDENSER ON GONG. PAD OR OTHER _— _ NY 11971 W O APPROVED GROUND SURFACE (SEE FLOOR _ — PLAN NOTES) — — _ DR�►WING TITLE: NEW MEGHANIGAL UNIT DIRECT VENT: ®_ —_ O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. SPEC.'S IN FULL CONFORMANCE W1 VENTING _- - _ _ _ PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NY5 MG 504. SEE ALSO NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: 5B 5B INSTALL AS PER MANU. 5PEC.'5 — <- 1:1 El 4 ONEW 4 SEAMLESS GUTTER. � DOWNSPOUTS; \ q ALUMINUM, WHITE \ PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITH FI D F E71 \ TOWN CODE REOU I REMENT�� PURSUANT TO n SOUTHOLD TOWN CODE CHAPTER I-12 LIGHTING, LLL ❑ � ■ �- � OD El- AMENDED 1r.1%72 0 1 'to jq` 0 OUTDOOR, CURRENTLY OR AS MAY B ❑ E p / F11 0 FD El DATE: 01/19/24 9 OF 19 � � 001 II IO NORTH ELEVATION (RIOHT SIDE) SCALE: 1/4" = P-oil CIL Q a 0 W J � Q Lo � CD N }: O O C z ( C O o CO O O m 4 O In '-' N Q Q 0. 2i o / \ j / \ Z — — L — / / t u / \- \ I Ll y1t, 111. pill I I Z� iimo / — W m —"F.F.— — ■�s -- — ----- ---- F.F.LL P® if- .I III till 11 / (D I I ilk, / \ �� I I ` \ \ /L1iLL_uJLiL L_ Ll Ll I I I F.F. — A-402 NEST ELEVATION (REAR) SCALE: 1/4" = P-O" ELEVATION NOTES I IA OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION — BEFORE INSTALLATION IA ASPHALT COMPOSITION SHINGLES H z TYPICAL 5IDING: w 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION U BEFORE INSTALLATION ® WHITE CEDAR SHAKE 2B 5TUGC0; PAINTED BLACK — - - ----- O3 NEW CLOSED BLUESTONE P. GONG. STAIR 8 PATIO PROJECT: ONEW DRYER VENT: LAUREL AVE N U E 4 SEE NOTE ® PLAN — — NEW BATHROOM EXHAUST FAN VENT: — --_ — — — LOT 5 5A VENT THROUGH WALL AS SHOWN. SEE ALSO NOTE ® PLAN. NEW BATHROOM EXHAUST FAN VENT: 71 SB LOCATE VENT WITHIN ROOF SOFFIT. 1635 LAUREL AVENUE— SEE ALSO NOTE ® PLAN. SOUTHOLD NY 11971 NEW A/G CONDENSER ON GONG. PAD OR OTHER O APPROVED GROUND SURFACE (SEE FLOOR I F.F. ---------- --- ---- — — a PLAN NOTES) DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: PROPOSED EXTERIOR ELEVATIONS O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. EC I SPEC.'S IN FULL CONFORMANCE w/VENTING CLEARANCES REQUIRED PER NYS MG 604. SEE ALSO NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: LLLLL O INSTALL AS PER MANU. 5PEG.'5 I11 ONEW 4" SEAMLESS OUTTER5 8 DOWNSPOUTS; PAGE: ALUMINUM, WHITE N O ALL EXTERIOR LIGHTING SHALL COMPLY WITH Cr O Bjft TOWN CODE REQUIREMENTS PURSUANT TO SOUTHOLD TOWN CODE CHAPTER 1"72 LIGHTIN5, s OUTDOOR, CURRENTLY OR AS MAY BE AMENDED � O F.F DATE: 01/19/24 10 OF 19 A: SOUTH ELF-\/AT I ON (LEFT SCE)L E) SCALE: 1/4" = P-O" BUILDING SECTION NOTE5 OW NEW ROOFING NOTE (TYPJ_ I. INSTALL NE ASPHALT 5HIN6LES. 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER w 4.1/2" GDX PLYWOOD 5HEATHIN6 (BLOCK ALL SEAMS) W 5. GAP 5HINOLE OVER RIDGE d HIPS (AS REG'D) (� 6.PROVIDE RIDGE VENT (AS REG2'D) Cy) N 7. FLASH ALL VALLEYS Q {_' In 5.INSTALL DRIP EDGE AS REO'D PROPOSED RID_6E HEIGHT �i C O 9. INSTALL ALL AS PER MANU. 5PEG.'s ELEV. +52.1' O2 O O TYPICAL ROOF 4 CEILIN6 CON5TRUGTION: r NEW ROOFING AS NOTED O Z } r 1/2" GDX PLYWD 5HEATHIN(5 (5LOGKIN6 ® ALL PLYWD n cs r SEAMS) r R.R.,G.J., S G.T. AS NOTED ON PLANS (® SPARE OVER O 5' INSTALL "X" BRIDGING as CENTER OF SPAN, U.O.N) p O m PROVIDE R-28 SPRAY FOAM INSULATION W/ R-21 BATT O Lo INSULATION Q Or O • PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES NEW EXTERIOR WALL 00N57RUC7ION (TYP): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD SEAMS) UPON 2"xW 5TUD5 ® 16" O.G. w/ I::)BL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=7/IN0H) W/ R-11 BATT INSULATION 5/8" THK. 6YP5UM BD. WALL FINISH 6" NEW SIDING NOTE (TYP): O4 I. INSTALL NEW 51DIN6 PER H.O SELECTION 2."TYVEK" HOUSE WRAP (OR(EQUAL) m 5.INSTALL ALL AS PER MANU. SPEG.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION V 5. 51DINO SHALL EXTEND TO TOP OF FOUNDATION WALL 00 0 _� O TYPICAL FLOOR CONSTRUCTION: 5 I. FINISH FLOORING TO SELECT of 2. 5/4" T46 GDX PLYWD. 5UBFLOOR GLUED d SCREWED o 0 o 5. F.J. AS NOTED ON PLANS - AT SPANS OVER &' INSTALL 'X' BRACE ® MIDSPAN ■ .fl 4. MIN. R-30 GATT INSULATION (BETWEEN FIRST FLOOR d FOUNDATION, AND BETWEEN GARAGE E 2ND FLJOR) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS v PROPOSED RIDGE HEIGHT ELEV. +II.6 ------ cn Al O O PROPOSED FIRST FIN. FL_ ELEV. +0.5' - ---�. BASELINE (AVERAGE GRADE) -- ELEV. +0.0' 1 2 A-401 2 I 6"= (V tt1 I II II II II II it II II II II II II II II II II II II it II II II II �-2'-O'4 I II II II II II II II II II II II II II W II II II II II II II I II �I II II SECT 10N I -I/A-501 0 0 U 50ALE: 1/4" ui o m PROJECT: LAURELAVENUE o - LOT 5 I 2 �� --- -- 1635 LAUREL AVENUE SOUTF�OLD, NY 11971 n DRAWING TITLE: - - BUILDING SECTIONS — � 3 [ PAGE: 4w"ho 'o 5 CKx7�CS�( xCS ■ -j 3. oo a` Q DATE: 01/19/24 11 OF 19 O _1 CT"N�yn. (,4 rl. f S�f SEG710N 2-2/A-501 s6 '�` �^+ay•' �9 C"yam+:. SCALE: 1/4" = 1'-0" P 1 . BUILDING 5EG7I0N NOTE5 ONEW ROOFING NOTE (TYPE 1. INSTALL NEW ASPHALT 5HINOLES. 0- 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS w OVER 5.INSTALL 15 # BUILDING FELT N•O.N.) OVER W 4.1/2" GDX PLYWOOD 5HEA7HIN5 (BLOCK ALL SEAMS) W 5. GAP SHINGLE OVER RIDOE d HIPS (A5 REO'D) J (6 6.PROVIDE RIDGE VENT (A5 REG'D) Cy N 1. FLASH ALL VALLEYS Q :t-_ Lo 5.INSTALL DRIP EDGE AS REO'D c� M q. INSTALL ALL AS PER MANU. 5PEG.'s � � O 2 O TYPICAL ROOF 8 GEILIN(S CONSTRUCTION: O NEW ROOFING AS NOTED O CLo � N Z O 1/2" GDX PLYWD SHEATHINO (BLOGKINO ® ALL PLYWD 0- � 4 SEAMS) >1 X U N R.R., G.J., d G.T. AS NOTED ON PLANS (® 5PAN5 OVER C 5' INSTALL "X" BRIDOINO ® CENTER OF SPAN,U.O.N) O O m PROVIDE R-25 SPRAY FOAM INSULATION W/R-21 BATT O QINSULATIO A.- Ln PROVIDE 2" THK. SPRAY FOAM INSULATION ® EAVES Q Q NEW EXTERIOR WALL CONSTRUCTION (TYP.); O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) UPON 1/2" GDX PLYWD. 5HEATHIN6 (BLOGKINO ® ALL PLYWD 5EAM5) UPON 2"xb" STUDS ® 16" O.G. w/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R="i/INCH) W/ R-II BATT INSULATION 5/5" THK. 5YP5UM BD. WALL FINISH NEW 5IDINO NOTE (TYPJ: O I. INSTALL NEW SIDING PER H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR. EQUAL) 5.INSTALL ALL AS PER MANU. 5PEG.'s 4.PROVIDE ALL NEGE55ARY TRIM FOR PROPER ■ INSTALLATION 5. SIDINO SHALL EXTEND TO TOP OF FOUNDATION WALL n' TYPICAL FLOOR 00N5TR:U07ION: W 5 I. FINISH FLOORING TO 5ELi=GT ■ 2. 5/4" T6 O GDX PLYWD. SUBFLOOR GLUED d 50REWED 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 5' INSTALL 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 8 FOUNDATION, AND BETWEf=N OARAOE d 2ND FLOOR) 5. 2" THK. SPRAY FOAM AT BLDO. PERIMETER RIM JOISTS 2 2 d) .D �D Lj Lil LJ ---------J i- i N � I i O O o is- it i i T- i 3 �► oo ao z 21" ` 4 O f o o U d) w a 9 ' S PROJECT: 2 LA U R E L AV E N U E 0 LOT 5 6 1635 LAUREL AVENUE SOUTHOLD, NY 11971 DRAWING TITLE: BUILDING SECTIONS SECTION 1 -1/A-302 50ALE: 1/4" = P-O" PAGE: IN MIN a _ on%dr3l 0;Alemlth DATE: 01/19/24 12 OF 19 1�a" ��'` '•Y liJ tid" ._ram P� '+✓ yA�0 I l PROVIDE STRAPPING d NAILING AS PER CONNECTIONS 'D' d 'E' IN "TYPICAL NAILING/STRAPPING IZ REQUIREMENTS FOR UPLIFT, Q SHEAR, d LATERAL RESISTANCE" PROVIDE 3" (MIN.) GONG. COVER ON PAGE 6-003 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. 0 STUD (AS APPLICABLE) FOUND. WALLS 4 P. GONG. FT65. W PROVIDE INSULATION W HEADER AS SECURE HANDRAIL TO WALL ON AT LEAST ONE BETWEEN CAVITIES NEW 2"x4" (BELOW STUD) E m SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/MANU. SPEC.'s; PER ENERGY TABLE 2"xb" (BELOW F.J) P.T. SILL M PLANS AND NOT PROJECTING MORE THAN 4Y2" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON Q +• LN STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT COPPER TERMITE SHIELD C O PITCHED METAL JOIST HANGER BY FLOOR SYSTEM AS NEW 5/aII0 HOOKED ANCHOR r NOTED ON PLAN BOLTS w/3" SOUARE WA5HER d — SIMPSON OR EQUAL ENDNUT;5PAGIN6 AS INDICATED N }; O FIRST FINISHED FLOOR ON 6-003 FOR STUD WALL 3 ® O C � Z ' \ 45" O.G. FOR F.J. PLATE a 5 r � z c O VIV- N t- GRADE O O m }, CO VY MIN. SPACE BETWEEN \ WALL AND HANDRAIL \ '� 1.• Q a O O 5/4" PINE RISER \ f 3y47VI All II' s/4" PINE TREAD STANDARDS FOR C RI FFABLE HAND RAIL •� J SCALE: NTS lo" vim_-Q = GROSS SECTION : •. MIN. z HANDRAIL + i II i" ROUNDED N051NO QQ CLEARANCE CIRCULAR NON-CIRCULAR °II w/Y4" RADIUS (NOT INCLUDED IN z #6 HOOKED VERT. c 1 f TREAD DIMENSION) 4„_6y4„ REBAR ® 28" O.G. ` .: 4-1 V2° 1y4��_2�� FERI— 2y4 U ■ MIN. MAX. ' ' • � METER :•- i1•. .. • � W W He,. PROOFN6 TOASPHALEXTERIOR w Ij� 0 ■ "'� TIC DAMP W �; lu (3) 2"xl2" STRINGERS ® w/R-21 P. GONG. FOUND. WALL INSULATION, IF UNDERSIDE 15 FACING (MIN. 4,000 PSI) . . I� �• STORAGE/NON-HABITAL SPACE \ / a. �I O• W . fll , #4 HOR. CONT. REBAR ® JI ' TOP, MIDDLE THIRDS, $ .• 'a .' BOTTOM OF WALL (4 TOTAL) STORASE UNDER Y2" GYP. BD. (WHEN AFFL I GALBE) �11 P. GONG. CONT. FT6. ro (MIN. 4,000a--\\ 4" P. GONG. Sb"x6"-IOx10 W.W.M. BETCENTER d UPPER OF SSECURED IN PLACE DURING TREATED 2"x12" SILL FOR CONTACT .. w/ GONG. (IF APPLICABLE) BASEMENT II ' '• 6 MIL POLY a ` _ O M015TURE RETARDERI •. ,r, f 1 4" GRAVEL BASE ..- (3) #5 HOR. CONT. REBAR� PROV. GLEAN COMPACT FILL INTERIOR MOOD STAIR DETAIL A-4ol.00 - ,_ 2 FOU1�DAT I Ol�l l�IALL DETAIL SCALE: 3/4 - I O A-401.00 50ALE: 5/4" 2'-O" LAP 01 (TYP.) I I it z I I � -------------— o ----------- 1 -- V I I II — --- w I I � TYP. ROOFING (SEE / / ------- -- ---�I---11 SECTION NOTES) p� � I NOTE: L;,; TYP. ROOF CONSTRUCTION Q/ #5 REBAR (TYP) I I I �I I. IF FIN15H MASONRY USED (SUCH AS Q (5EE SECTION NOTES) I I I BLUESTONE) - MASON TO ADJUST 0 / #5 BENT I I 1 I ACCOUNT FOR FINI51- MASQODRY To 'SIMPSON' H2,5A p I RAFTER TIE\ // REBAR(TYP.) I I ( PROJECT: . 2. ALL HORZ.SURFACES 54ALL BE PITCHED ® 1:4S AWAY FROM BUILDING LA U E L AV E IV U E I / I S. FOR SLABS COPPER FLAS�I FROH I12" ABOVE AND ADJACENT TO SLAB, B=D ALL FLASHING IN ASPHALTIC MASTIC LOT' 5 I I I 4"P.GONG.SLAB w/&x& 10/10 MM G.J. AS PER PLAN I STAIR DRAINAGE GALGU_ATION5: I" UPON COMPACTED STAIR WIDTH = 4'-0" (TYPE FILL FASCIA BOARD PROPOSED NEW AREA= 60 S.F. GRADE_ 1635 LAUREL AVENUE 60 Sc�. Ft. X 0.1'7= 8.5 REBAR BENT TO • .� -__4 _ 8.5/3.1= 2.'1 VERT. FT. OF 2' DIA RING REG. SLAB AS SHOWN PRE-FAB. RAILING w/REQUIREMENTS SOUTI-�OLD NY 11971 BEAM A5 PER PLAN CORNER CONNECTION =--`---° PROVIDE (1) 2' DIA. X V-O" DEEP STORM y a `\ \ \ z AS PER PLAN. RAIL SHALL HAVE WATER LEACHING 5Y5TEH ••i�.' . //j//j//j// QC CAPACITY TO RESIST 200 LB5 OF • \\ \\ \\ \\ _ v LATERAL LOAD. MATERIALS SHALL • ' ^ n • %�/\// DIPPED 6ALV.,EPDXY PA KITED 5TL; DRAWING TITLE: SIMPSON P064 NEyy "SIMP50N" LU526(FOR 5 FLY i . BE ONE OF THE •. .. 'r "SIMPSON" Bc52-B2/4) �'' / . a GALVANIZED J015T s� -6 (FOR 2 PLY BM) #5 REBAR (TYP-) 2'-O" LAP c ,5 •// //%//�//// EPDXY PAINTED WROUGHT IRON. T' HANGER (I) #4 REBAR ® EA. �, - / ti / / / / / DESIGN DETAILS STEP;3 CVR ® ENDS �- i� , • \\ \\ \\ \\ \\ \\ \\ ATTACHMENT AS BEND REBAR \/\/\/\/\/ TO SLAB PER RAIL MANU. ------�-- -I --� --------- d . i,�. \//\/\//\//\//\//\//\//\// NOTE: lO:: �i \\/\\ \ \/\\/\\/\\/ ALL P. GONG. SHALL 4" P.GONG.SLAB w/ / /� r=_�' Wxb"-10/10 W.W.M.UPON LANDINGM1N. < . ii \\ \ �GOMPAGTED \ Z BE 4p00 P51 (MIN) �+- • -�� -= ^ COMPACTED FILL ------- _Ii- ------ ='I� FILL //\//\//\// ----- // // // // 'i i i H (1) #4 REBAR . :II ,•:. \ \ -----__�_ ---}I-------- �x \ \/\\/\\/\/\\/\/\/ /\/\/\/ 0 1 \ \ PAGE: tit Q •. i� /\\ \ #4 REBAR ® 10"j\\/\\/ j\/\\/\\/ z 0 GONT. ® TOP w Ii.. . \//\//\ I I I II 4" P.GONG.SLAB w/ 2"x4" r • •�yi • /\ \O.G. (MIN. 3) \/\/\/\/\/\/// tL \ \\ \ I j I b"xb"-10/lO W W.M. KEYWAY • ° ' .� �' \\/\\/\\/ \� \�\� \�\\/\\/\\/\\/\\/\\ _ #5 REBAR ® 36" O.G. /// //\/ _ I UPON COMPACTED FILL •;. �� / / / / / / / / / / / / / O \/\/\ P.T. P05T AS —=_== _�——I L——II——————— '.. i��i// /\/\/\/\/\/\/\/\/\/\/\/\/\/ II: \/\\/\\/ A_A0jf /\\ \/ m O GRADE ,. / / COMPACTED .000 PER PLAN I I I I II 4"DRAIN EXIST.MAIN LINE ✓i�i� // \\/\ FILL I I \\ \\ \\ \\ \\ \\ \\ \\ 8" THK. P. •.�f1 /\//\/ NOTE: / GONG. WALL /\/\ D- I I I i_ -r - a- •- •----_ \//\ \\ b /\/\/\/\/\/\/ /\/\/ III Q I 1 I I II \ \/ /\/\/\/\/\/\ ALL P. GONG. \/\/\/ \ \ #5 BENT �' /\// �, Pp/\//\//\//\//\//\// SHALL BE //\//\// #5 BENT REBAR It Ik :. /\//\ DATE: 01/19/24 13 OF 19 O /\/ �, \ 4,000 P51 (MIN.) r" \\/\\/ REBAR (TYP) #4 REBAR CONT. ® 10" O.G. IN. 3) it \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ ® 36 O.G. (I) #4 REBAR CONT. P \ /\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ (1) #4 REBAR "SIMPSON" 91 \\/\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ CONT. ® BOTTOM #5 BENT REBAR (a 12 o.G. II //\/ — P05T BASE PER I \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ \ POST SIZE ( I I li :. \//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\//\// - 18 WIDE x 12 DEEP 8 THK. P. GONG. WALL \\\\\\\\\\\\\\\\\\\\\/ P. GONG. FT6. • 1I ^ \/\�//\\/ �� a� (1) #4REBARCONT. \ \ \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ la" WIDE x 12" DEEP \� \\ \� \\ \\ \\ \\ \\ \\ \\ \\�\\1\\/\\ \\�\\/\\\�\\ \\/ (3) EH AR ''.q.; C STONE PATIO AS PER PLAN P. CON.. FT6. / /_ \//\//\//\//\// / /\�/1 //\�//\�//\�//\�\�� • •• .';' lr;.' III U i i T CONNECTION . 5 14 (2) #5 HOR. ZEBAR A-4o 0o G01l : D PORCH DETAIL �T ��' �Q I' 50ALE: 5/4" = I'—O" EXTERIOR MASONRY STAIR DETAIL G EXTERIOR MASONRY DECK DF-TA I L `�o'F N�� Q- REBAR OVERLAP DETA I L A-401.00 _ A-401.00 5GALE: 5/4" = 1'-O" A-401.00 SCALE: 3/4 - I O SCALE: 5/4" = I'-O" I PROVIDE BEAM SPLICE CENTERED ABOVE COL. Q " WHEN NOTED ON PLANS 8 (4) 3/8" H.D.G. LAG W BOLTS (PREDRILLED) W FLOOR SYSTEM AS (6 NOTED ON PLAN Q N ' — In / I NEW STL. GAP PL. 'A', 'B', C Oo FLOOR WOOD BEAM r- OR 'G' (PER BEAM GONFI6) p T— I WELDED TO COL.;SEE GAP AS NOTED ON PLAN O O .� C0/ O PL. DETAILS � r' EW 5-1/2" O.D. SGH 40 N O 3/8" THK. PL. EW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. O C z 4 /I 5/8" THK. H.D. WELDED TO COL.;SEE (A5TM AI23) AS PER 0- 4 6ALV. PL. BASE PL. DETAILS FOR FOUND. PLAN BY SIMS >, U N I� BOLTING STEEL (OR EQUAL) C y /�11 NEW 4" P. o m GAP PLATE 'A' AT GONPROVIO.DE SEAMS (TYP)COLD JOINTGONG. SLAa N Q 0a. � O FOR CONNECTION OF 5TL. COL. TO (2) 1-5/4" WIDE d LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER II l d 'd d . • 4" 6RAVEL BASE _ — NEW (2) #5 OR. ! PROVIDE BEAM SPLICE 113 3 HOR. REBAR(4 TOTAL) CENTERED ABOVE COL. 8 (4) 3/8" H.D.G. LAG NEW CONC. PAD WHEN NOTED ON PLANS DEEP P. GONG. PAD 6fPPE11LED FILL BOLTS (PREDRILLED) FTC. (MIN. 4p00 P51) � 1 ■� PERMAGAST COLUMN AS PER PLANS; INSTALL AS PER MANU. 5PEGIFIGATIONS :Tl 3/8" THK. PL. I4 it y4 11 3/8" THK. H.D. ..� 15ALV. PL. Q- STEEL COLUMN FOOTINO DETAIL GAP PLATE B' A-402.0 SCALE: 5/4" = 1'-0" P05T BASE PER MANU. SPECIFICATIONS FOR CONNECTION OF STL. COL. TO (3) 1-5/4" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FIN15HED STONEDIMEN5IONAL LUMBER OR 5.25" WIDE P5L FINISHED FLOOR 4" GONG. SLAB 4. FINISHED a d PROVIDE BEAM SPLICE n CENTERED ABOVE COL. 8 (4) 3/8" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR SYSTEM AS NOTED ON PLAN BAGKFILL —I — NEW STL. GAP PL. 'A', 'a', FLOOR kqOOV BEAM EVERY b OMPACTED — — — _ — — — f —I �� II " A5 NOTED ON PLAN a a OR G (PER BEAM GONFI6.) /2 WELDED TO COL.;SEE GAP PL. DETAILS� NEW 3-I/2" O.D. SGH 40� . . AT — — — — a EXTEND FOUND WALL # FT6 . \�\ \ I HOT DIP 6ALV. 5TL. COL. COL. PER FOUND. PLAN;PROVIDE � � O NEW BASE PLATE A a \� ADDITIONAL (2) #5 VERT. REBAR O — — — — — — — — WELDED TO COL.;SEE (A5TM AI23) AS PER Z \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS o 44" MAX. 51 LL o \\ /\\j ENLARGED FT6. P. �� 3/8" THK. PL. Ilk, I i �4 NEW . L HE I C HT AS m a \�\ \\� 6ALV PL.H.D. AT CONC.. SEAMS (TYP) GONG. SLAB R310.2.1 1 EXTERIOR MASONRY DECK CAP PLATE 'G' 4- ° FOUND. WALL 4 FT6. AF, PER DETAIL X/A-XXX FOR CONNECTION OF 5TL. COL. TO (5) 1-5/4" WIDE LVL s 4 LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONAL BA5EMFN7 LUMBER OR 5.25" WIDE P5L, AS WELL AS (2) 1-5/4" WIDE 4" GRAVEL BASE a FLOOR LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER 3„ r NEW (3) #5 HOR. REBAR UPON (5) #5 HOR. REBAR (6 TOTAL) e r ° NEW 24"x24"xIV NO. PAD F�GE(MIN.EP P. O00 PSI) COMPACTED FILL Z w OR SS N I NDON NELL DATA I L 2 PERMACAST COLUMN DETAIL STEEL COLUMN CAP BASE PLATE DETAILS U A-402.0 A-402.0 SCALE: 3/4" = I'—O" A-402.0 SCALE: 3" = I'—Oil SCALE: NTS W Q 0 STEEL COLUMN FOOT I NO DETAIL PROJECT: A-4o2.0 SCALE: 3/4" HIGK8 TREINFORG EDCONCRETE ,�� LAUREL AV E IV U E TRH I NO s LOT 5 ORASS SHOULDER AREA (7ri".) 24" D I METER CAST IRON OR DEFINED SURFACE GO\IFR INLET ORATE l$ FRAME I 1635 LAUREL AVENUE FLOOR SYSTEM A5 SOUTHOLD, NY 11971 NOTED ON PLAN __ _ NEW STL. GAP PL. 'A', 'a', FLOOR WOOD BEAM DRAWING TITLE: OR G (PER BEAM GONF16) AS NOTED ON PLAN WELDED TO COL.;SEE GAP III PL. DETAILS DESIGN DETAILS NEW 3-I/2" O.D. SGH 40 NEW WHITE DUROLAST EPDM ROOF NEW BASE PLATE 'A' HOT DIP 6ALV. 5TL. COL. ❑ MEMBRANE (OR EQUAL); INSTALLATION TO COL.;SEE (A5TM AI23) AS PER —III- III ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ N, W LAPPING OF SEAMS, AND SEALING OF BASE PL. DETAILS FOR FOUND. PLAN BY SIMS ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ EPDM MEMBRANE AS PER MANU. ALL EDGE5 OF ROOF NOT PROTECTED BY BOLTING STEEL (OR EQUAL) SPEC.'S. FITGH TO GUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. � `►. I I ( I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ III— NEW4" P. — PERIMETER OF ROOF INSULATION PROVIDE GOLD JOINT GONG. 5LAB ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I ( WRAPPED IN VAPOR BARRIER AT GONG. SEAMS (TYP) PAGE: 1 I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ = NEW " THK. PLYWOOD III III I I I ROOF DEGKIN6 1 NEW I" THK. RIGID INSULATION � �� .e•`�a''a t A-40 ■ II III , , , I ADHERED TO DEGKIN6 6ALV. _ DRIP-STOP •° _ EDGE —III III— d 4" GRAVEL BASE d ' , O Z ( ( I I I '� �- COMPACTED FILL DATE: 01/19/24 14 OF 19 PREGA�ST GONG. NEW 50"x50"x18" . N DEEP P. GONG. PAD " NEW(4) #5 HOR. O ROUND LEACH I NO RI NO. SEE FT6. (MIN. 4,000 PSI) REBAR UPON (4) #5 HOR. REBAR (8 TOTAL) NATER CALCULATIONS ON SITE FLAN FOR RE:O'D NEW " THK. GYP. BD. EFFECTI\/E DEPTH PER EI ER6YUTABLEN(WH_N APPLICAIBLE 2'-0 " D I AMETER AS MIN. PER SITE PLAN MIN. ROOF RAFTERS AS NOTED ON PLAN ` -' GLEAN SAND l$ ORA\/EL FILL ��r 374C'). �D � R`rNELL DETAIL 8 FLAT ROOF DETAIL L A-4o2.0 _ STEEL COLUMN � SOOT I NO DETAIL L OF C�E� SCALE: 1/2„ — I,_O A-402.0 SCALE: NT5 402.L.,Li SCALE: 5/4" = 1'-0" C-,3ENEF,AL 5' t,--150L <E)" : _ EXI5TIN6 TO BE DEMOL15HED NEW PARTIAL HEIGHT WOOD FRAME (L.6. 5TL. EXI5TIN6 TO REMAIN WHEN APPLICABLE) 0 NEW FRAM (L.6. NEW FOUNDATION WALL 5TL. WHEN APPL I GABLE) W W W P�( NEW I-HR FIRE RATED El POST (2) 2"x4" STRUCTURAL Q � N WOOD FRAME (L.6. 5TL. POST FOR 4" WALLS E � WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR 6" WALLS), U.O.N. O NEW 2-HR FIRE RATED �r � `` � WOOD FRAME (L �.6. STL. 'E N O WHEN APPL I GABLE) O z4 OCD co 0 4- CD POST 4 COLUMN DESIGNATIONS: C CD - � t j STRUCTURAL PLAN NOTES P05TS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY Q Oo Q OSINGLE SPAN 5T'RUGTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POST5/15EAM5. OSTACKED POST/COLUMN: ® AI (I) 2"x4" POST 0 BI (0 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): A2 (2) 2"x4" POST B2 (2) 2"x6" POST 3 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST B3 (5) 2"xb" POST INTERIOR LOAD BEARING iSALL: 3B AS INDICATED 13YHATGHIN6. ME-E4 (4) 2"x4" PO5T B4 (4) 2"x6" 1-05T - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY F- - UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. U HOLDOWN (IST TO 2ND FLOOR): w___A5 (5) 2"x4" POST BS (5) 2"xb" POST I • r. • • 4A HOEDOWN 'A' AS PER PAGE 6-003 I - - - - - - - - - - - - - - rn HOLDOWN (FOUNDATION TO IST FLOOR): 3-I/2" O.D. 50H 40 5-1/2" O.D. 5GH 40 4B HOLDOWN 'B' AS PER PAGE C7-003 p�� 5TL. COL. (A5TM �❑p NEW REINFORCED P. GONG. SLAB 5TL. COL (A5TM AI25) BY SIMS A123) BY SIMS SB 1. NEW 4" THK. P. GONG. SLAB w/b"xb"-10/I0 W.W.M. UPON STEEL (OR EQ.) STEEL (OR EQ) 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE I I I I cv PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 6B 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS PER I ( w DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXI5TIN6 ADJACENT FOOTINGS. 0. ( I I W 6D 36"x5b"x18" DEEP P. GONG. PAD FOOTING AS PER 2, IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION DETAIL 4/A-40I. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR L - - - - - - - - - - - - - - - - - - - - - - - - STRUCTURAL PERMAGAST COLUMN (8,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. ENCOUNTERED. 8,000 LB5 LOAD BEARING CAPACITY. BEAM 3. POURED CONCRETE SHALL BE KEPT M015T FOR - - - - - - - - - - - A MIN. OF 14 DAYS. 4 _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4B PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF r COLUMN, A5 PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 7B PERMAGAST COLUMN FOOTING (PAD FT6.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. O PERMAGAST COLUMN UPON I2 0 P. GONG. SONOTUBE UPON 24"x24"xI2" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED DETAIL 6/A-40I. CARBON STEEL A5TMA615 GRADE 60. MM FOR SLABS DO NOT ' a I I I �' IO NEED TO BE EPDXY COATED. 24"xI2" DEEP P. GONG. CONTINUOUS FOOTING SG A5 PER DETAILS 8/A-401 4 q,/A-401 (TYP) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS NEW II 7/8 560 WI F.J. j. SHALL BE STA66ERED. I ® 12" O.G. I 8G 10 .•• TOP OF FOUND. WALL MAY BE STEPPED DOWN AS .. - -- - - - - � - - - - - - - - - - - - - - - - - - -I O REQ.'D TO ACCOMMODATE 6ARA5E DOOR OL05URE 4 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN (- DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, a , ,.. ., 12 COVERAGES, AND PLUMBNESS. :C I , TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: l0 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 4 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT NEW 11 -1/5" 560 WI F.J. SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. CONCRETE. 12 ® 16 O.G. ANCHOR BOLT5 AS PER PAGE 6-003 I ( P. GONG. FOUND. WALL AS PER DETAILS q/A-401 BASEMENT, DETAIL &/A-401,a CRAWLSPACE, 4 DETAIL I I 1 5"x5"x�" STEEL '/A-401 ® SLAB-ON-GRADE'_ GONGETE - GOLD WEATHER POURING CONCRETE MIXTURE I I in SQ. COLUMN - 6D I r P. GONG. FT6. AS PER DETAIL(S) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF 8G IO 6B F I 6B ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE F- , . I I- I F IB/2' EXPANSION -0"JOI BELOT a PE'R RADER MIN. OF SLAB (WHEN HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 12 APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. ` AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS l - - - - - - - - - - L J L J STOOPS (WHEN APPLICABLE:) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL F L - - J MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 506. II'--I" 4'-2" FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW II '7/8" 560 WI F.J. I NEW ATTIC ACCESS - PULL. DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO ® I6" O.G. I 1 p I Q II 1. MIN. 550 # CAPACITY TEMPERATURES WITHIN 10° F OF CONCRETE. I = _ 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") N NEW II 7/8" 560 WI F.J. m I 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR 5NOW. ® I6" O.G. � dJ 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q REMOVE AS REO'D. r 1 I Q �ry Q N INSULATION ABOVE w/HD. FR. (OR EQ) BAFFLE OR m ( I I W RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE -1 ' _ DWELLING WHEN OPENED,A5 PER NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. I I bB u� I O (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE THERMAL ENVELOPE OF BUILDING). 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR H16HER I NEW II 7/8" 560 WI F.J. 5. INSTALL AS PER MANU. SPEG.'s AND SHALL BE WITHIN lo° F OF CONCRETE TEMPERATURE. I I I ® 12 O'C' 1 m I m b.CONSULT H.O. FOR PRECISE LOCATION OF ACCE55. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. ( L J � cr NEW II 'T/8" 560 WI F.J. 12 BEAM POCKET (TYP) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE 12'-2" 15'-O" 10'-II" 14'-II" ® Ib" O.G. PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 bB TYPICAL CLOSED FOUNDATION (A5TM G4g4/G4g4M, TYPES G AND E). 13 PORCHES / PATIOS: I _ 6B O - o a � DBL. F.J. r I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL IFFxo�lltii 2. ALL HORZ. SURFACES SHALL BE PITCHED ® I:48 AWAY AREAS EXCEED ONE SQUARE INCH. I ' FROM BUILDING I I �- L ; 12 - - - -10 - PROJECT: 3 LA H NO FROM 2" ABOVE AND IAD AGENNSTALL TTOESLAB, 11 TTOCREPEATED FREEZING AND HAWING UNTIL E CONCRETE 15 PLACED. CONCRETE ACONLL ORTETTE EXPOSED I NEW II 1/6" 560 WI F.J. ryBED ALL FLASHING IN ASPI fALTIG MASTIC REACHED A COMPRESSIVE STRENGTH OF 800 PSI. ® 16" O.G. 1,4. PORCH /PATIO WALL5 OF SEPARATE POURS SHALL I bB I I I I LAURELAVENUE �eBE DOWELED w/#5 ® b" O:G. VERTICAL TO EA.OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. „ - - - - - - - - - - - - -NEW II '!/8 560 WI F.J. ftr I r- - - - - - 4B 4 TO MAIN FOUND. ® I6" O.G. "` NEW II lle>" 560 WI F.J. I LOT 5 a lei PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING Ltq-_] 1 NEH UP SOIL BEARING CAPACITY NOTE: 1635 LAUREL AVENUE STRUCTURAL DEVON OF FOOTIN65 ASSUMES A SOIL I I I f,.5F- 1 ` I I I I SOUTHOLD, NY 11971 BEARING CAPACITY OF 1.0 TON/_5.F. 12 8G 10 m 63 NEW 11 't/8" 560 WI F.J. I I I I DRAWING TITLE: m PROPOSED STRUCTURAL PLAN 12 F - I2 NEW II 'f/8" 560 WI F.J. NEN (2) ll.P-75" LVL DRP. HDR. I I I 6_5" 6_8 PAGE: NEW 117/5" 560 WI F.J. 4B - - - - - - - - - - - -- I ® lb" O.G. o f 145 -rB ,B -T - -- - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - -J I I i i DATE: 01/19/24 15 OF19 - - - - - - - - - - - - - - - - - - - - - - - - - - - B- - - - - - - - - - - - - 4B I I I i i I I - - - - - - - - - - - - - - - - - -. - - - -- L � - - - - - - - - - - - - - - - - - - - - - - - - - r ^ 45 FROFOSEU FOUNDATION STRUCTURAL. PLAN SCALE: 1/4" = I'-O" �Y'�R• ., ,°r.n „�J O►C'�g�'�S • 0E I ERAL 5��50L E I EXISTING TO BE DE`.MOLI5HED NEW PARTIAL HEIGHT - WOOD FRAME (L.G. STL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. � NEW FOUNDATION WALL 0 STL. WHEN APPLICABLE) W J � NEW I-HR FIRE RATED MIN. (2) 2"x4" 5TRUCT•URAL Cy) '-' N WOOD FRAME (L.G. STL. El P05T FOR 4" WALL5 Q Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL � � O P05T FOR 6" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED _ _ WOOD FRAME (L.G. STL. iE � N � O WHEN APPLICABLE)' 0 L z 4 r C 0 0 C1 STRUCTURAL FLAN NOTI=S P05T 4 COLUMN DESIGNATIONS: 0 O co POSTS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED a-' (%J O AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY O OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q 0- STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES E STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED PO5T5/BEAM5. OSTACKED P05T/COLUMN: ® AI (1) 2"x4" 1-05T BI (I) 2"x6" PO5T LOCATE INDICATED P05T OR COLUMN ABOVE/BENEAT4 POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): M--Ig (2) 2"x4" POST B2 (2) 2"xb" P05T 3 AS INDICATED BY DASHED OUTLINE. ALIGN 5TUD5 OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST B3 (3) 2"xb" 1-05T _ _ - - . - . - - . - - . - - , - - - - 3B INTERIOR LOAD BEARING WALL: _ _ _ _ _ _ AS INDICATED BY HATCHING. A4 (4) 2"x4" POST B4 (4) 2"xb" P05T - - 3 - - ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. NEW (2) 11.675 FLUSH 2.OE MIGROLAM HEADER HOLDOWN (IST TO 2ND FLOOR): AS (5) 2"x4" POST B5 (5) 2"x6" P05T WRAPPED W Ix AZEK 4 HOLDOWN 'A' AS PER PAGE 6-005 ly OHOLDOWN (FOUNDATION TO I5T FLOOR): 5-1/2" O.D. 50H 40 5-1/2" O.D. 5GH 40 4B HOLDOWN 'B' AS PER PAGE (5-005 p--� 5TL. COL. (ASTM a 5TL. COL (ASTM NEW REINFORCED P. GONG. 51_AB A125) BY SIMS A125) BY SIMS cXv ry 5B I. NEW 4" THK. P. GONG. SLAB w!6'Wo"-IO/IO W.W.M. UPON STEEL (OR EQ.) STEEL (OR EQJ I K 2. 6 MIL POLY VAPOR BARRIER UPON 5. 4" (MIN) GRAVEL BASE v PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: 6B 24"x24"xI2" DEEP P. GONG. PAD FOOTING AS PER I I ■�� DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND �f PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. ' (D 56"x5b"x15" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION DETAIL 4/A-401. NEW (5) 11.675 FLUSH 2.OE MICROLAM HEADER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR STRUCTURAL PERMAGAST COLUMN (6,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 7° STRUCTURAL SQUARE PERMAGAST COLUMN w/ MIN. ENCOUNTERED. 5,000 LBS LOAD BEARING CAPACITY. BEAM PLACEMENT SHALL ENSURE GONGENT'RIG LOADING OF 3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. ?' COLUMN, AS PER MANUFACTURER SPECIFICATIONS. LIVING ROOM 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT 356.4 S.F. PERMAGAST COLUMN FOOTING (PAD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 5195 CODE. 7B PERMACA5T COLUMN UPON 12"0 P. GONG. 50NOTUBE tc UPON 24"x24"xI2" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED V V DETAIL 6/A-401. `� " CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT X= mm X = NEED TO BE EPDXY COATED. cV N cV N NEW (2) q.5 FLUSH 2.OE 8G 24"xI2" DEEP P. GONG. CONTINUOUS FOOTING ® ® MIGROLAM HEADER AS PER DETAILS 6/A-40I 8 q/A-401 (TYP) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS w SHALL BE STAGGERED. Z F. OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS DW REG.'D TO ACCOMMODATE 6ARA15E DOOR CLOSURE Q 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN q DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING B MAINTAIN REQUIRED CLEARANCES, ® V COVERAGES, AND PLUMBNESS. V to TYPICAL P. GONG. FOOTING 4 WALL CON5TRUG-ION: _ - 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 6 6. CEMENT SHALL CONFORM TO A5TM 0-55 FOR STANDARD WE16HT W ( I N SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. CONCRETE. ANCHOR BOLTS AS PER PACE 6-005 Z ® KIT HEN V- P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® NEW WI2x106 STEEL W FLANGE Agg2-50 FLUSH 2T S.F. BASEMENT, DETAIL 6/A-401 ® ORAYVLSPAGE, k DETAIL HEADER;PACK OUT TO HANG FJ AND HDR. _ _ _ _ BEDROOM 2 f 7/A-401 ® SLAB-ON-GRADE GONGETE - GOLD WEATHER POURING b CONCRETE MIXTURE z c+ri 31 ' a W' DBL. F.J. BELOW POST ABOVE xxx 5•F' € P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF TOP MOUNTED B ROOM 2 ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5 x5 x STEEL O O 5"x5"x " 5 - BATH. 2 B.O. FOOTING V-O" BELOW GRADE MIN. CONCRETE U TEMPERATURES UNDER 45" F IF THAT TEMPERATURE 50. COLUMN HANGER TO Ib S.F. �. HAS SEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. HOLD 4 TONS �. COLUMN 6o S.F. . I/2" EXPANSION JOINT ® PERIMI=TER OF SLAB (WHEN O O O APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. NEW tl 7/6" 560 WI F.J. AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / vu E :1 ® 12" O.G. 5TOOP5 (WHEN APPLICABLE) 5. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL BEDROOM I c 1 p MA50N TO ACCOUNT FOR FIN15,H STONE ON THIN SET CONFORM TO AGI 506. I838 S.F. 2 FOR HEIGHT OF WALL 4 SLAB (WHEN APPLICABLE) �..� "s 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW 117/5" 560 WI F.J. Q da �- - - NEW /6" 560 WI F.J. II NEW ATTIC AGGES5 - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO ® 12" O.G. J I6" O.G. g.• I. MIN. 550 # CAPACITY TEMPERATURES WITHIN 10° F OF CONCRETE. NEW II 'T/6" 560 WI F.J. 2.5IZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x50") ® I6" O.G. - 5.DBL. FRAMING WHEN NEW OPENING,U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-4q REMOVE AS REGOV. lu< INSULATION ABOVE w/WD. FR. (OR EG) BAFFLE OR N a . w RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE U BELOWI POST ABOVE DWELLING WHEN OPENED, A5 PER NYS EGG R402.2.4 PERMITTED WHEN NECESSARY. t- (OMIT WHEN ATTIC, ACCESS DOES NOT PENETRATE BATH. 5 I KLo 00 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 55* F OR HIGHER -u U THERMAL ENVELOPE U. FEC.'sBUILDII�G). AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. m 26.4 S.F. 60 S.F. (# 5. INSTALL AS PER MANU. SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. DINING ROOM l�L NEW II We," 560 WI F.J. 316.3 S.F. ® 16" O.G. .. t2 BEAM POCKET (TYP) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE NEW (2) 11.515 FLUSH 2.OE MIGROLAM HEADER L- - - - TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 - - - - - ; 13 a PORCHES / PATIOS: (ASTM G4g4/G4g4M, TYPES G AND E). O Q 0 I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL NEW DN 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. W'I'G (I6) Rf ® PANTRY <' _'''"':n FROM BUILDING 3q S.F. * 1 g 1"15 S.F. ° PROJECT: 5. FOR SLABS A5UTTIN6 FRAMING, INSTALL COPPER II. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED - . - . _ _ _ u FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS _ _ _ BED ALL FLASHING IN ASPHALTIC MASTIC REACHED A GOMPRE551VE STRENGTH OF 800 P51. EW (2) I1.675 FLUSH OE MICROLAM HEADER LAU R EL AVE U E 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL NEW UP w BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I No) RI ® MUDROOM - - - - - - - - - I LOT 5 t 7.5 NEW II 78®'4%aQ WI F.J. NEW II 7/8 560 WI F.J. to d TO MAIN FOUND. I I CL FOYER ® I6" O.G. ® 12" O.G. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING 10 ]5 SIF Q SOIL � I U STRUCTURALNQ DES16N OFF OT IN65 .4%55UME5 A 501E NOTE: zr ® I I w 1635 LAUREL AVENUE BEARING CAPACITY OF 1.0 TON/5.F. _ DBL. F.J. BELOW POST ABOVE _ SOUTHOLD, NY 11971 NE 'T 5" 5 F.J. r, #r - _ DRAWING TITLE: d4. L - - - - - - - - - - - - - - - ; 2 GAR GARAGE PROPOSED STRUCTURAL PLAN 560 S.F. " PSL TUDS 16" O.G. FRAME W/5.5" , N WI F.J. nnn-, = PSL STUDS 16" O.G. DEN FRAME W/5.5" ;: q2 182.1 S.F. P5L STUDS 16' O.G. NEW II 7/5" 560 Al F.J. < - - - - Q I p; NEW (2) 11.875 )_LUSH 2.0E MIGROLAM HEADER - - - - - - - - - - - - - - - 77 e ' PAGE: nff in IL lu I � ® e NEW (5) I1.575 FLUSH 2.OE MIGROLAM HEADER Z I w WRAPPED Ix 7ZZEK O FRAME W/5.5" FRAME W 5'5;; PSL STUDS I6" O.G. I I DATE: 01/19/24 16 OF 19 P5L STUDS I6 O.G. - - - - - - - - - - - - - - - - N PROPOSED F I RST FLOOR 57RUOTU�'AL. PLAN SCALE: 114" = P-O" T' r:; k i �E NERAL 5)000M50L E"%' • - AEXISTING TO BE DEMOLISHED � NEW PARTIAL HEIGHT i```�``9 WOOD FRAME (L.O. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.5. NEW FOUNDATION WALL w ] 5TL. WHEN APPLICABLE) w J M NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. ® P05T FOR 4" WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q N C � � O POST FOR b" WALL5), U.O.N. 0 NEW 2-HR FIRE RATED WOOD FRAME (L.O. 5TL. 'E , N >:WHEN APPLICABLE) p C Lo O z 0 O 0 CD P05T 4 COLUMN DE51ONATION5: O m Lo 5TRUGTURAL FLAN NOTE-5 POSTS 8 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED �-' (N 0 -1.- Lo AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY C O m OSINGLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES B STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENT5. ABOVE INDICATED P05T5/13EAM5. OSTACKED POST/COLUMN: ® AI (I) 2"x4" POST S BI (I) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE): M---g (2) 2"x4" POST B2 (2) 2"xb" POST W AS INDICATED BY DASHED OUTLINE. W AL16N STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. AB (3) 2"x4" POST B3 (5) 2'W5 P05T 3B INTERIOR LOAD BEARING WALL: AS INDICATED BY HATCHING. ME-H (4) 2"x4" 1-05T 54 (4) 2"xb" P05T ALIGN STUD5 OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. 4 HOLDOWN (IST TO 2ND FLOOR): AS (5) 2"x4" POST B5 (5) 2"xb" POST ■ HOLDOWN A AS PER PAGE 6-003 OHOLDOWN FOUNDATION TO IST FLOOR): 3-I/2" O.D. 50H 40 5-I/2" O.D. 50H 40 4-1 4B HOLDOWN 'B' AS PER PAGE 6-003 p�� STL. COL. (A5TM o--� 5TL. COL (A5TM NEW REINFORCED P. GONG. SLAB A123) BY 51MS AI23) BY 51M5 SB I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON STEEL (OR EQ) STEEL (OR Ea) 2. b MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE t� PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: �® 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING A5 PER ■ DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ♦V/♦1 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN(95. 6D 36"x3b"xIa" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION w DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR NEW (3) 11.815 2.OE 1p M STRUCTURAL PERMAGAST 00.-UMN 68,000 LB5): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER MICROLAM HEADER WRAP W/ I"x AZEK 1A STRUCTURAL 5G2UARE PERMAGAST COLUMN w/MIN. ENCOUNTERED. - _ - _ - - - - - �V 5,000 L55 LOAD BEARING CAPACITY. BEAM to PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. Q COLUMN, AS PER MANUFACTURER SPEC IFIGATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT x x OPERMAGAST COLUMN FOOTINe5 (PAD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 31& CODE. NEW 2"Xb" G.T. w 1B PERMAGAST COLUMN UPON I2"0 P. GONG. SONOTUBE O -77 UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BAR5 SHALL BE DEFORMED EPDXY COATED N ® I6 O.G. NIA y; ,; , DETAIL 6/A-40I. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT _ NEED TO BE EPDXY COATED. f tom-K III _ - III 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING 8G AS PER DETAILS 8/A-40I 4 q/A-401 (TYP) 6. SHALL BE STAG LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS �Q III III mlLu � "' QQ OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS x W g REO.'D TO ACCOMMODATE GARAGE DOOR OL05URE d 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN � _ _ � z ! I a DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING $ MAINTAIN REQUIRED CLEARANCES, COVERA6E5, AND PLUMBNESS. (L '� TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD 8. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT �y SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. CONCRETE. e ANCHOR BOLTS AS PER PAGE 6-003 j $ P. GONG. FOUND. WALL AS PER DETAILS g/A-401 BASEMENT, DETAIL 5/A-401 ® GRAWLSPAGE, 8 DETAIL ;;:c;;,.,• ; 1/A-401 ® SLAB-ON-GRADE CONCETE - GOLD WEATHER POURING d CONCRETE MIXTURE I �; NEW (2) g.5 FLUSH 2.0E 0 P. GONG. FT6. A5 PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF MIGROLAM HEADER NE G.J. ® w ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE G B.O. FOOTING 3'-0" BELOW 6R�0.DE MIN. HAS BEEN SUSTAINED FORA 24 HOUR PERIOD OR MORE. NEW 2"X8" G.J. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN u- ® 16" O.G. $ APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. v BATHROOM 4 AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / NEW 3"XIO" G.T. STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ® 48" O.G. BEDROOM 4 MA50N TO ACCOUNT FOR FINISH STONE ON THIN 5E7 CONFORM TO AGI 306. - J ' 233.5 FOR HEIGHT OF WALL d SLAB ,WHEN APPLICABLE) J 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / BEDROOM 5 v I =1 NEW ATTIC ACCESS - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO II I. MIN. 350 # CAPACITY TEMPERATURES WITHIN 10* F OF CONCRETE. F r 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 3' FAMILY ROOM m ;_ 3.DBL. FRAMING WHEN NEW OPENING,U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. NEW 2 XS G.J. 550 S.F. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q REMOVE AS REO'D. ® Ib" O.G. I INSULATION ABOVE w/AD. FR. (OR EQ) BAFFLE OR i Z RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE __ _J ( w DWELLING WHEN OPENED,AS PER NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. ;z;,. � (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE I ) O THERMAL ENVELOPE OF BUILDING). 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER AND SHALL BE WITHIN 10* F OF CONCRETE TEMPERATURE. ° (5) 1.5" LVL FLUSH HDR. P05T FROM 5. INSTALL AS PER MANU. 5PEC.'s RIDGE ABOVE 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. r_ L. C-J. BELOW RIDGE A VE - - 32 S.F. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. -I 12 BEAM POCKET (TYP.) g. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE h. ccc- ) NEW 2"X8" G.J. NEW 2"X8" G.J. TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 0 12" O.G. (A5TM G4g4/C4g4M, TYPES G AND I-). I I Q 13 ® PORCHES / PATIOS: ' LAUNDRY I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL € NEW DN ROOM 2. ALL HORZ. SURFACES SHALL BE PITCHED 0 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. � BATH. 3 (I6) RI ® I FROM BUILDING 83'q�F• t 1.5" w I PROJECT: 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED NEW 2" 8" G.J. Q FLA5HIN6 FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 6" G. - pR. Q p. BED ALL FLASHING IN ASPHALTIC MASTIC REACHED A COMPRESSIVE 5TRENOTH OF &00 PSI. 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I LAUREL AV E�U E BE DOWELED w/#5 ® 6" O.G. VERTICAL TO EA. OTI-ER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. 2W5.4�vF: - I LOT 5 4 TO MAIN FOUND. 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARINGT. J I ( I ? po �w SOIL BEARING CAPACITY NOTE: 1635 LAUREL AVENUE STRUCTURAL DE51ON OF FOOTIN65 P%SSUME5 A 501E NEW 2"XS" G.J. ;a.. ,;';'` BEARING CAPACITY OF 1.0 TON/5.F. ® Ib" O.G. ' - - - SOUTHOLD, NY 11971 is NEW 2"XS" O.J. I ( t ® 3.. t_ : UNFINISHEDNNGONDITI�NED DRAWING TITLE: UNFINISHED/UNCONDITIONEDSPACE I - I 80.4 SF. I PROPOSED STRUCTURAL PLAN a.,> NEW 2 X8 G.J. $: ® 16, O.G. I i PAGE: All 14'-0" F -10 3 0 uAg"' i DATE: 01 19 24 ' / / 17 OF 19 4 C' s ,.��.,.hi }A _ } 1' FROPOSED SECOND FLOOR 5TRUC.,7URAL FLAN 50ALE: 1/4" = 1'-O" p` OFt4- 0ENERAL 5�'1�50L <E *%r : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. WHEN APPLICABLE) Q EXISTING TO REMAIN NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) w NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL b �� P05T FOR 4" WALL5 Q ''' N WOOD FRAME (L.G. ST'L. Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL POST FOR b" WALL5), U.O.N. O NEW 2-HR FIRE RATED O CO WOOD FRAME (L.G. 57L. N O WHEN APPLICABLE) O C uv--) z 4 O U N O O P05T 4 COLUMN DESIGNATIONS: mCO STRUCTURAL PLAN NOTE5 -� O - *-' j P05T5 $ COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED A. N Q � r2 � 0 AS FOLLOWS. NOTE THAT THESE DESI6NATION5 DO NOT IMPLY SINGLE SPAN STRUCTURAL MEME'ER: OSUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES $ STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05TS/BEAMS. OSTACKED P05T/COLUMN: ® AI (1) 2"x4" POST BI (I) 2"xb" PO5T LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH POST OR COLUMN ON FLOOR BELOW/ABOVE. INTERIOR LOAD BEARING WALL (ABOVE : A2 (2) 2"x4" POST B2 (2) 2"xb" POST 3 AS INDICATED BY DASHED OUTLINE. ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. ®-� (5) 2"x4" POST B3 (5) 2"xb" POST INTERIOR LOAD BEARING WALL: 3B AS INDICATED BY HATCHING. MR-H (4) 2"x4" POST B4 (4) 2"xb" P05T ALIGN STUDS OF BEARIN6 WALL5 TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FLAT ROOF ■"`® HOLDOV4N (IST TO 2ND FLOOR): AS (5) 2"x4" POST B5 (5) 2"xb" P05T y HOLDOWN WAS PER PAGE 6-003 0%^ OHOLDOWN (FOUNDATION TO IST FLOOR): 3-I/2" O.D. 50H 40 5-1/2" O.D. 50H 40 uj `{B HOLDOWN 'B' AS PER PACE C-003 Ot-n 5TL. COL. (A5TM 5TL. COL (A5TM �s NEW REINFORCED P. GONG. SLAB �u AI23) BY 51MS �- �� AI23) BY 51M5 .•t•. 5B I. NEW 4" THK. P. GONG. SLAB w/6"Xb"-10/10 W.W.M. UPON STEEL (OR EQ) STEEL (OR EQ) 2. 6 MIL POLY BARRIER UPON - - - - - - - - - - - - - - - - - - - - - - - - - - - 3. 4" (MIN) GRAVELVEL BASE _ _ _ v PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I .I 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT FOUNDATIONS BY AN ANGLE OF 451 PROJECTED OUTWARD AND I V J PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. I I I n 6D 36"x3b"x18" DEEP P. GONG. PAD FOGTIN6 AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION I I (D DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR STRUCTURAL PERMAGAST COLUMN (5,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 'IA STRUCTURAL SQUARE PERMACA5T COLUMN w/ MIN. ENCOUNTERED. I - - - - - - - - - - - - - - - - - - - - - - - - &,000 L55 LOAD BEARING CAPACITY. BEAM NEW 2"XIO" R.R. NEW 2"XIO" R.R. _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ �I PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I ® I6" O.G. 016110.0. COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT OPERMAGAST COLUMN FOOTING (f'AD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. tu L- - - - - - - - - I NEW 2"XIO" R.R. NEW 2"XIO" R.R. 7B PERMAGAST COLUMN UPON 12"(P P. GONG. 50NOTUBE I i c n A I ® ib" O.G. a 16" O.G. UPON 24"x24"xI2" DEEP P. GONG. FOOTING A5 PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED DETAIL 6/A-401. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT _ NEED TO BE EPDXY COATED. I X C 24"xI2 DEEP P. GONG. CONTINUOUS FOOTING AS PER DETAILS 5/A-40I d q/A-401 (TYP) 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. I cv I OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d "i. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN I tu z DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, I- - - - - - - - J COVERAGE5, AND PLUMBNE55. - - - - - - - - - - - - - - - - - - - - - - - - -/.R. - - - - - - - - - - - - O TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: _ _ _ _ _ _ _ - - - - - - - - - - _ _ _ - - - - - - - DBL. R.R. 2"xb" P.T. SILL PLATE w/ COPPER TERMITE SHIELD d 5. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT T-� TISILL SEAL;2"x4" P.T. SILL PLATE as LOWER SHELF. CONCRETE. ANCHOR BOLTS AS PER PAGE G-005 P. GONG. FOUND. WALL AS PER DETAILS q/A-401 ® I ® rnBASEMENT, DETAIL 5/A-401 ® CRAWL5PACE, $ DETAIL X GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE7/A-401 ® SLAB-ON-GRADE I �� NI I „P. GONG. FT6. AS PER DETAIL(5) tIOTED SEPARATELY = N 2"XIO" R.R. NEW 2'XIO I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I6 O.G. I I p Q ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR ° I } O O I I ® Ib G. CONCRETE IN TEMPERATURES UNDER 45 F IF THAT TEMPERATURE i I HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I ti A I I 70 • B.O. FOOTING 3-O BELOW GRADE: MIN. �- n (� 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN o < Ll APPLICABLE) 2. 5PEGIFIGITY OF CONCRETE DEVON MIX SHALL BE BY OTHERS. AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / I �q, I I O '0 570OP5 (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL2'0 F NEW 2 X8 R.R. MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 506. e- O. .C FOR HEIGHT OF WALL E SLAB (WHI°N APPLICABLE) O PI 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN 6ROUND / I I I I �O� 'o NEW ATTIC AGGE55 - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO II I. MIN. 550 # CAPACITY TEMPERATURES WITHIN IO° F OF CONCRETE. I O 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309 I I I ~ 3. DBL. FRAMING WHEN NEW OPENING, U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I t$EW 2"XIO" R.R. p I N 4.WEATHERSTRIP AGGE55 OPENING d: PROVIDE R-41 REMOVE AS REA D. I ® I6" O.G. w/INSULATION ABOVE ND. FR. (OR EQ.) BAFFLE OR I NEW (2) �"112" RIDGE NEW 2"XIO" R.R. t I Z RETAINER TO PREVENT INSULATION, FROM ENT ERING b. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE ® Ib" O.G. w DWELLING WHEN OPENED, AS PER NYS EGG R402.2.4 PERMITTED WHEN NECESSARY. I I I I I I NEW (2) 2„xI2' RIDGE (OMIT WHEN ATTIC AGGE55 DOES NOT PENETRATE u1 I O THERMAL ENVELOPE OF BUILDING). 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I I I I I I I U 5. INSTALL AS PER MANU. 5PEC.'s AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. I 0 I I NEW 2"XIO" R.R. b R 8 .CONSULT H.O. FOP, PRECISE LOCATION OF ACCESS. ,-1 . CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. �0 I I �`� I ( �� \NMN,� 10" R.R. I I � ® Ib' O.G. I � 0 alb O.G. 12 BEAM POCKET (TYP.) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE I �� I I J TYPICA CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 v Q L (A5TM G4g4/G4g4M, TYPES G AND E). I °�Q � I i � 13 ® PORCHES / PATIOS: I I NEW 2"XS" R.R. I I C] I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CRO55 SECTIONAL iy 0�x NEW 2 XIO" R.R. �� I I ® 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. I I Lry O Q I I ® I"X O.G. N PITCH 1/4' FROM BUILDING I �. � � � O� I I �X_ I PROJECT: 3. FOR 5LA55 ABUTTING FRAMING, INSTALL COPPER 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED I A- I ( O 11 O Q FLASHING FROM 12' ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I p I I n 70 BED ALL FLASHING IN ASPHALTIC MASTIC REACHED A COMPRESSIVE STRENGTH OF 500 1751. ( I p 4 PORCH /L1O#5 " E POURS SHALL I LA U R E L AV E V U E BE DOWEED 9 8O.GVERICALTO EA. 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. J d TO MAIN FOUND. I LOT - - - -- - -� � 14 PROVIDE 4 I- - - - - - - - -SHELF FOR GONG. SLAB AND/OR F.J. SEARING I = - - - - - -1- - - -� I DBL. R.R. II 501L BEARING CAPACITY NOTE: I I - - - - - - - - _ I I I I I 1635 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN05 ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/S.F. I I I F- _ _ _ _ _ 7 I ( I SOUTHOLD, NY 11971 ( NEW 2"XIO" R.R. - I ® 16" o.C. I I I I I I I I I DRAWING TITLE: EXTEND WALL TO R.R. I I NEW 2"XIO" R.R. ® 16" o.c. I I I I I PROPOSED STRUCTURAL PLAN z a� � II II II II � x I II � i II OXi I I I I I I NEW 2"XIO" R.R. NEW 2"XIO" R.R. I ® 16" O.C. ® 16" O.G. I PAGE: IL - I 'A aft A AvW& 0 w El II IIVE 's ■ IL - - - - - - - - - - - -- - - - - - - _ _ _ _ _ - L- - - - - - - - - - - - - - - - - - - - - - - -1 DATE: 01/19/24 18 OF19 PROPOSED ROOF STRUCTURAL FLAN SCALE: 114" = P-O" C) s. .,.A 'o. II 4" FRESH AIR Vr=NT THROU514 ROOF w w U-) < iE 04 >- 'c" 0 Lro- 4 >1 X C'4 0 1 0 Co =3 (D 0 4- I-AUNDR'Y' ROOM BATHROOM BATHROOM --- --------- 0 --- ---------- A- Lo F 4- C%4 0 T- ------ ----7 (u . . F--------- 0 < 2 0 43 2111 1 211 1 1 1 :2"1 1 :211 1 :211 0 1 1 1 1211 1 PROVIDE "ABF-500 FF200 FR :211 1 1 1 EXPANDINO FOAM" (OR EGUAL) 1 AT ALL PENETRATIONS IN FIRE tu RATED HALLS AND FLOOR5/0EILIN6S. PRODUCT 1-1" :2" 14, 14, CONFORMS TO A5TM E 514, 15HONER A5TM P &4, AND UL 14-111 HEIR C,.O. ! ri 2 rlJ :2 -0 MUIDPIOOM BATHROOM BATHROOM 211------------ NOTE: --F---- ---------- LAUNPRY -------7------- - -- T---- KITCHEN NET BAR I Fp�Dpl. ROOM ALL PLUMBIN6 V40RK SHALL CONFORM To LOCAL PLUMBIN6 CODE 2111 .2111 .2111 1 1 :2111 :2"1 :2"1 1 1:211 1:211 2111 :2111 I I I I I I I I I I I IL 1 1 1 1 1 1 1 51, 1 CLEAN OUT 1:211 1 1 1 12" 1 1 1 AS REO'D PROVIDE F.A.I. 14, 141 1 14, ]-1,, 14, 1 14, 15HOV4F-P, ISHONER I KA5HEP. ::::q C0. 1 2" r",,J 2 cl.o. 7--/ IL A_ N o.o. 0.0. 411 4" HOUSE ;> MAIN DRAIN C.O. TO 5EPTIr, t- 411 < > 5Y57r-M NOTE: ALL FLUMBINO 4 FUEL &AS HORK SHALL CONFORM IL TO LOCAL PLUMBINO CODE 4 FUEL OAS FLUME31NO RISER DRAIN NA57E VEN7 PIPINe PENETRATIONS: 1. PROVIDE "ABEE)CO FF200 FR 5(:'ALE: NTS EXPANDINO FOAM" (OR EOUAL) AT ALL PENETRATIONS AT HALLS AND FLOOR.5/0EILIN05. 2.PRODUCT CONFORMS To A5TM E 514, A5TM E 54, AND UL 14-71 K170HEN 1-1\,/INO ROOM OAS FIREPLACE LL IL VERIFY SIZE RANC-El w/MANU.-"-, z Lu IL 0 < NOTE: BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBINO HORK PROJECT: SHALL CONFORM TO M PROPOSED BURIED 1,0000 LOCAL PLUMBIN6 CODE Y PROPANE TANK FURN. v AIR HANDI LAURELAVENUE LEOEND LOT 5 HOT HATER 1 lc�7 SUPPLY K 9<1 IX IK 3: X tu KI x KI "o x I COLD HATER Q A) 2:1 2: T I i= SUPPLY 1635 LAUREL AVENUE Q I= 5HONER = = I I- IN I : IN "I '" .IN -1 RIL 1" SHER] -I -I I , — SUFFL)oo L : Qr — I —! P_IL—�_il OAS RISER SOUTHOLD, NY 11971 __j _j------------------------Ll j PROVIDE "ABF-500 FF200 FR -------J--------------------- -1.17. EXPANDINO FOAM" (OR EOUAQ 50ALrz: NT5 AT ALL PENETRATIONS IN FIRE LAUNDRY OL. BATHROOM BATHROOM KITCHEN PIET BAR FINMR. ROOM RATED KALL5 AND DRAWING TITLE: FLOOR5/rEILIN05. PRODUCT CONFORMS TO ASTM E &14, A5TM E &4, AND UL 14-711 PLUMBING RISER DIAGRAMS GAS RISER DIAGRAM INTERIOR 5HUj'-L)FF LL I FOR HOSE BIB Q: 0 x I (?< 911 X LL I ! 1 1 : X (i� IK ix :c 3:1 X NEH FREEZE PROOF H05E BIB X :k) PAGE: H/VACUUM BREAK FASTENED i4l N1 PIPE FASTENERS (PRECISE SHONER SHCHER c N (I I 'c' 2 41 :Q c4l ! - : - I SHER I L �1- F LOCATION T.B.D. IN FIEI_t�? - L_L.�"! 3: 3:' :x 3:1 i3: K1 L--------------L---------- J ! L: _J : _j : in CONSULT H/OHNM ... ... .............. .... 10IM00% TO STREET 4 19 V E HATER MAIN DATE: 01/19/2 OF 19 Lu �,'A '.3 7 4 FLUME31NO RISER SUFFL)o' b1z N1 50ALE: NT5