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Home My WebLink About50628-Z TOWN OF SOUTHOLD r " " BUILDING DEPARTMENT "9 TOWN CLERK'S OFFICE " M 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#: 50628 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: 2375 Laurel Ave, Southold SCTM # 473889 Sec/Block/Lot# 55.-6-36.1 Pursuant to application dated 1/24/2024 and approved by the Building Inspector. To expire on 1116/2025. 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 Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone (631) 765-1802 Fax (631) 765-9502 littT)S://www.sotitho[dtowniiy.gov Date Recewd d 5u APPLICATION FOR BUILDING PERMIT r Office Use Only Cj PERMIT NO. v Building Inspector. ° Applications and forms must be filled out in their entirety.Incomplete r 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- Project Address: 2'J'�CJ l..c�t-4A AVk,N04-i SOv-\ef1OL6 (Lcrr Phone#:516-946-235 Email:d narra02@gmail.com Mailing Address:71 15th Avenue, Sea Cliff, NY 11579 CONTACT PERSON: Name:Brooke Epperson Mailing Address:PO Box 152, Mattituck, NY 11952 Phone#:631 603 9092 Email:bepperson@amparchitect.com DESIGN PROFESSIONAL INFORMATION Name:Anthony Portillo Mailing Address:PO Box 152, Mattituck, N.Y. 11952 Phone#:631 603 9092 Email:aportillo@amparchitect.com CONTRACTOR INFORMATION: Name: , ull.> LL.c Mailing Address: Phone#: Email DESCRIPTION OF PROPOSED CONSTRUCTION iiiNew Structure ❑Addition ❑Alteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ®Yes ❑No 1 PROPERTY INFORMATION Existing use of property: �-v— Intended use of property:s,, "1 Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to this property? XYes ❑No IF YES, PROVIDE A COPY. `Z'Check BON After Reedl ng: The owner/contractor/design professional Is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town Code,APPLICATION IS 14ERCBY MADE to the Building Department for the Issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, housing code and regulations and to admit authorized inspectors on premises and in building(s)for necessary inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name): . -C�� (- L� Authorized Agent ❑Owner Signature of Applicant: Date: 2,q STATE OF NEW YORK) SS. COUNTY OF 1 ) 1 &,,e ' being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract) above named, (S)he is the Q T (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 k owl�dge and belief;and that the work will be performed in the manner set forth in the application file therewith, , BARBARA H. TANDY Sworn before me this Notary Public,State Of New York No. 01TA608 001 Qualified In Suffolk Courdy day of 14N ,20 Commission Expires ?va7 Notary Public AUTHORIZATIONPROPERTY OWNER (Where the applicant is not the owner) I, r l 6)`H2o r residing at Ave 1� do hereby authorize Wl .. to apply on my behalf to the T n of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Water, Bureau of Water Permits 625 Broa(lvay,Albany, New York 12233-3505 P: (518)402-8111 F: (518)402-9029 vwvw.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). NEk O,RK Department of irr Environmental. Conservation If other UPA permits, or the equivalent, are required, you must submit a preliminary SWPPP to the appropriate Permit Administrator at the Regional Office listed in Appendix F to GP-0-20-001. The preliminary SWPPP must be submitted at the time that the applications for all other UPA permits, or the equivalent, are submitted to the Department. Note: Construction cannot commence until all of the above have been satisfied. Please be advised that there is an annual regulatory fee of$110, which is billed by the Department in the late fall. The regulatory fee covers a period of one calendar year. In addition, since September 1, 2004, construction stormwater permittees have been assessed an initial authorization fee which is now $110 per acre of land disturbed and $675 per acre of future impervious area. The initial authorization fee covers the duration of the authorized disturbance. Should you have any questions regarding any aspect of the requirements specified in GP-0-20-001, please contact me at (518) 402-8114. S(iincerely, fi� David Gasper Environmental Engineer cc: RWE - 1 SWPPP Preparer DEA Engineering DOUGLAS ADAMS PO Box 14 Setauket, NEW YORK 11733 NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION Division of Environmental Permits,Region 1 SUNY O Stony Brook,50 Circle Road,Stony Brook,NY 11790 P:(631)444-036S I 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 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, ? Man/MacKinnon Environmental Analyst 2 cc: AMP Architecture PLLC, Wildlife, File EIV n,AK Cf: rtrrtent of STATE nvlror��ttefttaN Conservation I s r New York State Insurance Fund PO Box 66699,Albany, NY 12206 CERTIFICATE OF WORKERS' COMPENSATION INSURANCE � M A A A A A 881819063 AMP BUILD LLC PO BOX 152kit.� MATTITUCK NY 119520152 SCAN TO VALIDATE AND SUBSCRIBE POLICYHOLDER CERTIFICATE HOLDER AMP BUILD LLC TOWN OF SOUTHOLD PO BOX 152 54375 ROUTE 25 MATTITUCK NY 1 1 95201 52 SOUTHOLID NY 11971 POLICY NUMBER CERTIFICATE NUMBER POLICY PERIOD DATE 12579146-8 109020 10/11/2023 TO 10111/2024 1/8/2024 THIS IS TO CERTIFY THAT THE POLICYHOLDER NAMED ABOVE IS INSURED WITH THE NEW YORK STATE INSURANCE FUND UNDER POLICY NO. 2579146-8. COVERING THE ENTIRE OBLIGATION OF THIS POLICYHOLDER FOR WORKERS' COMPENSATION UNDER THE NEW YORK WORKERS' COMPENSATION LAW WITH RESPECT TO ALL OPERATIONS IN THE STATE OF NEW YORK, EXCEPT AS INDICATED BELOW, AND, WITH RESPECT TO OPERATIONS OUTSIDE OF NEW YORK, TO THE POLICYHOLDER'S REGULAR NEW YORK STATE EMPLOYEES ONLY. IF YOU WISH TO RECEIVE NOTIFICATIONS REGARDING SAID POLICY,INCLUDING ANY NOTIFICATION OF CANCELLATIONS, OR TO VALIDATE THIS CERTIFICATE,VISIT OUR WEBSITE AT HTTPS:IANWW.NYSIF.CDMICERT/CERTVAL.ASP.THE NEW YORK STATE INSURANCE FUND IS NOT LIABLE IN THE EVENT OF FAILURE TO GIVE SUCH NOTIFICATIONS. THIS POLICY AFFORDS COVERAGE TO THE SOLE PROPRIETOR, PARTNERS AND/OR MEMBERS OF A LIMITED LIABILITY COMPANY. CONSTANTINO MARRA OWNER/LLC MEMBER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS NOR INSURANCE COVERAGE UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICY. NEW YORK STATE SU NCE FUND 4 t/ DIRECTOR,INSURANCE FUND UNDERWRITING VALIDATION NUMBER: 833534505 y e DATE(MMIDDM YY) A J? CERTIFICATE OF LIABILITY INSURANCE 1/8/2024 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies) must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME .. Sheila Maher Arthur J. Gallagher Risk Management Services, LLC PHONE 516 622 248 FAX 1 Jericho Plaza 2 larc )lo),516 745 0082 Suite 200 E-MR-s, "shell „ maher�N com Jericho NY 11573 INSURERS AFFORDING COVERAGE NAIC# Man-con Development/AMP Build License#:BR-724491 INSURER A Sou thwest Marine&General Ins Co 12294 INSURED MARRDEV-01 INSURER B 137 Glenwood Road INSURER.C........r 1 ... Glenwood Landing NY 11547 INsuRERD 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. TYPE OF INSURANCE ..................... .-. .... .-....m...n_...,-n.n.n.m _ _._._ . ,,,-,.., .. ,-.-.... ...,...�. ......_._ ...... LIMITS........,,,,, .. ........... ... ILTR,�..... _--- D-d..YSUBPxr. POLICY NUMBER MMIDDY E'FF M ICY EXP DIYYYY' . A X CO LIABILITY GL2023RLH00503 12/4/2023 12/4/2024 EACH O C R�R L1,200.000 E�NCk � �C E CLAIMS-MADE � X�1 OCCUR P4 h lm „., C,pmaccrv.urR-rri � $100 000,.. ... Any one person) $5,000 PERSONAL...... I$1,000,000LGENERALAGGREGATE $2,000,000GEN'LAGGREGATE LIMIT APPLIES PER. .., POLICY J X J IRO. ..0C PRODUCTS-COMP/OP AGG $2,000.000 ......... I OTHER 1 $ !ow!NE0�SINGLELIMIT AUTOMOBILE LIABILITY i( ) $ f Fa arctiderit ..... ..µ er person) $ {{BODILY INJURY Per , ANY AUTO r,. OWNED I........ SCHEDULED 1 1�....._._...LY .(- ..a .---- ....w AUTOS ONLY AUTOS 1 BODIPLYINYJU RYI(APaccdent}�, $ HIRED NON OWNED PRd ER C7 t AUTOS ONLY AUTOS ONLY 1 t j ` f.,ni ac il $ I UMBRELLA LIAB 1 OCCUR I EACH OCCURRENCE $ i. EXCESS LIAB CLAIMS MADE; AGGREGATE ...... .,.$ ..... .... .,,. ..... I DED RETENTION$ f $ PER 1 WORKERS COMPENSATION f j STATUTE ERH ....AND EMPLOYERS'LIABILITY Y/N d.... ._ .......-......- _ .� ........ ANYPROPRIETOR/PARTNERIEX(Mandatory F dER/ME NH)REXCLUDED?ECUTIVE � N/A E L,EACH ACCIDEN $ ,,, T -- EMPLOYEE- $ If yes,describe under E.L.DISEASE-POLICY DISEASE A DESCRIPTION OF OPERATIONS below LIMIT I $ I I I I_ I i DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Per Form GL 0225 1013-Additional Insured is provided with respect to the insurance afforded to such insured in a written insured contract. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. Town of Southold 54375 Route 25 Southold NY 11971 AUTHORIZED REPRESENTATIVE a+ ©1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD 1. workers' 1_fCERTIFICATE OF INSURANCE COVERAGE a 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 1c. 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) Telephone Number (866)697-4332 Name and Title Kristin Markwica,Head of Disability Insurance Unit IMPORTANT: If Box 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 413,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be mailed for completion to the Workers'Compensation Board, DB Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200 .......... PART 2.To be completed by the NYS Workers'Compensation Board(Only if Box 4C or 5B of Part 1 has been checked) State of New York Workers' Compensation Board According to information maintained by the NYS Workers'Compensation Board,the above-named employer has complied with the NYS Disability and Paid Family Leave Benefits Law with respect to all of his/her employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) p Name and Title!Telephone Number � _.. � Please Note:Only insurance carriers licensed to write NYS disability and paid family leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. DB-120.1 (10-17) Certificate Number 770035 Additional Instructions for Form 1313-120.1 By signing this form, the insurance carrier identified in box "3" on this form is certifying that it is insuring the business referenced in box"1 a" for disability and/or paid family leave benefits under the New York State Disability and Paid Family Leave Benefits Law. The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Worker's Compensation Board within 10 days IF a policy is cancelled due to nonpayment of premiums or within 30 days IF there are reasons other than nonpayment of premiums that cancel the policy or eliminate the insured from coverage indicated on this Certificate. (These notices may be sent by regular mail.) Otherwise, this Certificate is valid for one year after this form is approved by the insurance carrier or its licensed agent, or until the policy expiration date listed in Box 3c, whichever is earlier. This certificate is issued as a matter of information only and confers no rights upon the certificate holder. This certificate does not amend, extend or alter the coverage afforded by the policy listed, nor does it confer any rights or responsibilities beyond those contained in the referenced policy. This certificate may be used as evidence of a Disability and/or Paid Family Leave Benefits contract of insurance only while the underlying policy is in effect. Please Note: Upon the cancellation of the disability and/or paid family leave benefits policy indicated on this form, if the business continues to be named on a permit, license or contract issued by a certificate holder, the business must provide that certificate holder with a new Certificate of NYS Disability and/or Paid Family Leave Benefits Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Disability and Paid Family Leave Benefits Law. DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW §220. Subd. 8 (a) The head of a state or municipal department, board, commission or office authorized or required by law to issue any permit for or in connection with any work involving the employment of employees in employment as defined in this article, and not withstanding any general or special statute requiring or authorizing the issue of such permits, shall not issue such permit unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits and after January first, two thousand and twenty-one, the payment of family leave benefits for all employees has been secured as provided by this article. Nothing herein, however, shall be construed as creating any liability on the part of such state or municipal department, board, commission or office to pay any disability benefits to any such employee if so employed. (b) The head of a state or municipal department, board, commission or office authorized or required by law to enter into any contract for or in connection with any work involving the employment of employees in employment as defined in this article and notwithstanding any general or special statute requiring or authorizing any such contract, shall not enter into any such contract unless proof duly subscribed by an insurance carrier is produced in a form satisfactory to the chair, that the payment of disability benefits, and after January first, two thousand eighteen, the payment of family leave benefits for all employees has been secured as provided by this article. DB-120.1 (10-17) Reverse Generated by REScheck-Web Software Compliance Certialf acatIe Project 2375 Laurel Ave (Lot 1) Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: New Construction Orientation: Bldg. faces 90 deg. from North Conditioned Floor Area: 3,915 ft2 Glazing Area 23% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: Compliance: 8.5%Better Than Code Maximum UA: 728 Your UA: 666 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum energy code insulation R-value and depth requirements. Eovel-ope Assemblibes Prop.Gross Area Cavity Cont. 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" D.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" D.C. 914 25.0 0.0 0.053 0.060 42 47 Orientation: Right side .......... Project Title: 2375 Laurel Ave (Lot 1) Report date: 01/18/24 Data filename: Page 1 of 2 Prop.Gross Area Cavity Cont. Prop. Perimeter 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 con i tent with the building plans, specifications, and other calculations submitted with the permit application.The proposed build" a esigned to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandator ed in the REScheck Inspection Checklist. Matthew Wynne, HERS Rater 14 18-JAN-2024 Name-Title Sigr 22145 Date Project Title: 2375 Laurel Ave (Lot 1) Report date: 01/18/24 Data filename: Page 2 of 2 CIS111.I; Zia ..,..°m e_EP A. —1-5 ml fav„ E"CLIR.......... - a..a-crp >n I' L a11J _EL'NEPARA ,.n Cs R_ RED_TWFE DR"ae _ _ M ,r fla WAe vcE LnF LncZRSecu\c �'L\ s c ��YY"� hmH ' ' F G '� !W A m GG O\n t L THE N6 CLD_S[WCR nO I Gn_hT G rCR _ m _ « etc ea°:evc r° u r w„^". e . i ,,; WTSdynoN Gcy R cJ\D< an WALLSQ wy. L h C p emen[ea W„rn CFA1 A O\O Q[GJ ZG EC nL DR HELLS I me/A onTG t�k xetc tart a-° r teronc re - e Pnv1L EPARA On EGJRED 0=-WEEN DR'W LS ANDn °eraree-c..e.ect m dr ne w "'` A E L AN LtJN tt rcn t,ek xe or grope-,evc co aro 14jd - r:�dygq' IN�W JIOW � It OEA 5T VRl_ p ee rn,,nr prcxw&a 3?',n:ammp am 1I H"'N "' Yd. r• "" / F 3p I PRCP05ED FC'HALT R VCr CC GwAY GOVEF 4 Id.5 F m p c Er.Tk+ a H SYv.0 rc s '...: d TOTAL INFER/ICVS GCVER-6E-5ae1 5. Q N P otlr[,w, rarxwxcw,. fairmdrt5 r o cc�n[X. ° v aA c k r a"°. L '^13 r. i d IH.. ,. c V6 ;9"" ,a1,3I: = ° - Z c�O e� F. RA nFALL E/n droF T mt ,, A. +yT LM1e _df - wb` " o e N o e a cRY'Eu Rev cE5 c F PER FT cF c P- CL e 1 p p 9 .O A T "P�4*;L"w^"5: o . PN c,e'c e c EP^vN PRr°GcED id.�"�. � � n° o y N "N ru^,K' 0w bN tic :nYA eeler tu`1.Iect cr e e t-cr c e fo°.to cw f n 03 /`rU ^'+iW'Mpl i/ ssyywam wtlY,Wml.e Ta'mFl pb INI t t 6r A pymp"t. r+r'x'6 s as„w+*wpl ea en a T d a a O s ra,en an/A I-repJ ee°man!fna„nt ero PP�anma Ld tre ece re r,n tr wstl a root or tre ree ecrcc x S3 served1p pee end e.tero° roce P' g p mnmum or 6„anee ox.e ere roof ne dro rho[°p or the can Sna gr _ Seer OMEN SPACE PARCEL o °. LOCATION MAP °Fed parrot rx ^caee-. P6N.P nr,w[ot.oe.wRkty.e-a.tcnY.aamd'm¢a'wFit rtw npLa ev en'�°c p me ,cy mTIFr'i. Wu'.e+'r-rromn+c•4w ?m/ GALh M ,. ....... ,. B A+ vp I I °�°�b-1 IF. AA =Ro GSc sPUT Rn_EENGE_o AINEAEDBYU T Odo �fe Wet m tx 9EMTN i DWH. NI4 D_ Gv iY _1,IF 11,111 DWs-t...rn La M, Dop�tmen[e cpprwm/A g d°ccmcnt ZONING DI RIOT ¢HC VGN CONFORMING , `J w s t,e saM1d Apprava m mene m,,L,zle,aw n 2 9ppmmmy:lwvnp aro A ,s[c Was<rromr Trco[mcron°cys[em° .rlx a :° avatlar of,.rcne, mum remn[ar aeptr xlaw M at r,e t7f�r / ' /�!�i%/%l%��1�%��/% r I ena x a�. rr f /�( ,A OWrS a eeoCc mro ena to core Vuctco p A saw°r I,—Pe P1.1 are,Me vamp ro mmno c end kn /r //%% `/,y/ °/,f?'�/%r�i�/%��/ ��/j / r . q UR .r' ate Iborgaee paea[r.ane p�yar,�ena a e 0 a aArl�! / A � , ��/, l/ll/�a%si f��H t{yWry �y� m ONYLRi(Append�,5-A i e vsc of s[ec mnLsps ° DESGRIPTICn(FOOTPRINT) ARE?. %LOT " 5°A I" -�-c o- prohbsea ELECTRLAL rsELx REMEnTB �OVEFI ..d P mien on/A onT_ Pre-°scpt c tank Iw getreatmert tre LGNTRO 5 c L t r o- ab a PROFGcED D70TAL HOT wPLLINb -5�4G S F a D% p ,W rA ! FI 1 sep[c mnL sr° be ces area-deter°°-ce ters s C rHe c p bo. F y '" '�IMF n Ln•ec ° w '.y o,0 5 C°or N-e'srao e. peoe•m p "" 1^( yPJ y p L eas ao-erw<e ap°era°.L-e Soot,ra°o-.caxn.emm nm ty e'r � title 1 .i ra - J J ry ""-FGk AREA _ fa owa •l' x e°-cry°n xccr°drae..Lr secLer per N L a F� PRGPc�EG InGRGL'w PCGL b�GG F ?e% " CR COVENANT s RCS RCGTION� r'"^� Q I r. r - r A T= r,mct.rer° re/ol s Im eras Ie° se e<°°° cxa-w oea me_e.o wt / eW_mo pp I DATED STF.Gr MARCH 2G2'_ ''�_ ^1 I Alr ,.. 11 1A I^TS P-rt mrk,a-e Nc 1-1 ero11 - m , A T=111=rev der m.et Lx c eorlu TOTAL AREA OF ALL e-LC'FE-S 107.1 C S F.. 0. p gs g e F,d ever an-iw+nC eelPF ,*c",L 0 eawc:rov t p I.b pm'-v.N 6 t MA\IMJM LOT COVERAGE ALLGV�D:2G% �{b @ � I �. m°per°tle c°c`r evc d.C,Ert:pal.m neI R:r�li/ �.i'/� / aTrvar.. y W ° _ h me 0++k' �pW,net .Msk ur yr« tl asorod 1 s. ea° oad ng°< g a[ed w ° s�Tkc�pmtra paro�� p a[acmrertab c nc gn[rot P f , ,/ % /% 1.. f.l 0 ry S•° °:.a For g c ,tre es ones arc cr y Naaacmcn[ � j d4 I �" I n•r°ed m w u�starc K Zo or H Lo des qv rcmen[s. Eme-acrc . AOCKL _OT SIZE D%O-s1a/Fp P 1 I,a 1 }. HA a�ae micro°'ee�S?cd o 9eorm t.ao wnenPH/A GWTs s bETNiaA/pmedero cmeet vdLFdra °ero-co Mmufoc[„rcrs &O.µ REAR µYARD SETBAGK e rroero cna .L A 4+- HIOr POOL FENCE ,water xf[encrs sna noL d scrcroe nto m A Oh+S m°[nc As'°c a f N X sFec I cot ero DO%OF LOT REOJIREC TO REMAIN I,lOT O 5 F �-,,"5�7� �.u.�r �r Y� �, comecma ea rem reaccontr °-unct oncbo,.es Cp°uoronmo Store AREA PROPOSED GLEARIh'S IT:106.T SF. 1 1V� ""' ".�:,;y^"g w '"+`*.\:+"'w✓++'"w^„rm�../.+.P+ � �✓v = Ccpa[mcn[recommends.+art satcncr xc acaeM1 x %y-�{ mw an xe m eewamr[on[aro< H ocn eysmm end 55 4'PP h rcto 9a wa9nng eus[om TOTAL A-A OF_OT TO REMAIN T.70 T,S e,F, % + 1 .� •...,,,,wN,,,,,,,. - Ce tmcnb, trot Qe rot ub ecL.c seer a-o reardttu tre ec Ports o1 t+crt rR d y \ r Vv '":;�" Quwc acccc:ct c W... H,/4 Owi5[orLa e p[c , CJ con•Vucted or eclne arc drab a rater a e µ 1' eveess ve co-res cr w aeca ra serve° e e.A [aks m:.e:be..alert or[Twc me[rce=cl er=vr'no torke o-e CcaaLmen[reccmmeras°c c�r•.ero°�c°V°c t°trc LOeN LP n y,E6 G_GG iHF ^^^^ ^^^ ,fI .titer[oFL sFo Bee[ter voum Lc-L no or.Stet pres•Lre Prov ae nme°°Le remote prav xr A I I ^+z " L ns ^ , ^ n' ✓JS "y," yes[ tM1cr ore no[ocs g-ea[°I do t,,crw!°ore GAIT O P DATA r'+n " I[;� ewe ^O cweroP b. FLNAD V_ONE X +^✓4G'^tl: 1 r by^:. me[rea-m to tYe e w Lr moon of FLOOD n y r I�'y G,Vxuvm tcc[rd.�°L-c e+o.�rani°-a app°a vduun ` m N' a r Ir. !a,rare-r Darm,or mere.r.ne-crL-epprc.eo tc taut reccmmereed m be ee�ppeo e^c ec,ve Fare o c r"'* ` ww., 4 "+. -- .:»-+•-�«- -.-�.--+------..m + y -w wr H"y; IwWmaU" INE AREA GF E ING LO- rccL g°For[ c tar m°aerate w.,\ L i=OR cr INSTALLED AS REQUIRED BY THE TCWN OF I I "^�1 "" " N.'I" � " "" g M, :LCAa&fi 5,C.wih"'MrD M'C'a911GM Va wm s nca for two mn.[cs p r g _.5� ROTEGTIGN'/_ILT FENDING TO BE eeL etas".Za na„one water[ont e[L nv t b ^4 @5`I"u^'fM'.,A'E .NW, Wamr win LAND OnI.Ee R✓° 4 ,nFM1".M1'A'- °R[rc}^"�'mP4 aro m x h,' Mau M'y "� afm�NCL a rau-a Io f hero tan"etma for°, ,ust aro d pNm brw If 4YH'V.'�'4kin'A P.Fm3M `N \\ "mk per cc's amp etc Le ,L YA',oro I I ti N *'„ n� y" ^ '.SA ,r per od T ,approvca r w evc s 5.SJQFAGE WATERS OR WETLANDS Al-NC- recommended[°L><Gen oe Ybcear preeav`ae cl otnng a A^]b ewero oca ed auto nc A OWTB un t mue p e LOCATED WITHIN 30C'OF THE PROPERTY. °ed t an° o ! ro ' e e�°mu°rc l�o c�c[e`P ast c v°x.g o-sl and nwe a sanaara°I d 4,a[vA-IONC RCFCRENGE VAVD IPee 1 \:V n,y^p,.A.d '',=w[ :V h'Mjts ". <=r , k or a c ar N I �' � F� xplc tcma:.�„roa a prdeae a of no a .,'": ¢.dL'L7w``"v e i' arse B _......��....__ . ...�.__.^.. r °prom non[eco rn access open ng Lo warn q�u eps aro I oat trees mn[be access b c and sery ceab e SANITARY LINE ALL BE DJGT LE IRON momr° n t of cxn a - N A LOCATED WI-SIN O"OF Na[enlranee m L°nk my be a[a" Iran c e°pen nga H 5J5J 7 PROPERTY LINES. PIP-BENEATH ANY TRArrIG BEARING F I my k 4 tl4 a M t b at[acrea to°Santa/c 4o FVc i oat tree - - AREAS a EXTENDING TO AD_G NINE \ " " " - k `'"vr m �' ^f I 61 M.P" °r°d a-Invent Tl.e f cote .. ,,,,,,,,,,,,,,� ,SANITARY eRUGTIIRLS PAl LDINS I �C % A�,'�1,"T• «: Ftµ �..K. r, snd na kx adn td[nc fo-cc man THE-OLLONII LOTS W Twn O'OF PROFE¢tt CONNECTION, Q i k, L "'"+"N, '`y•• N"++„nw "r" ••-. tl �i Non doncrete prewar cotes,Sale ante ewa eo^Iem m tr< s..Tne DeparLrcnt env abeer�e he eytem operate u:rd., UTILIZE PJ3L e wA�R As PER seWA. r,.,w A; " r ,`'"n" W.. - _ q1p�I W nmrnaeow Assdc'"I"o Fumore and Necndn co orrcae ororma°perat'na cue e. LEAGHINE POO_e" AOWTS,e 41 A � a rh ALL 5AN TARY STRUGTJRES INCLUDING m I , "'"s, „''+ u (AFMAO,'Amer co^Nat are Blaraara tar Prerob'calee Scp[c 6GTN e1000 55 O�3_ DIeTR ELTIOn BOX..SHALL NA nTAll:A L() kN \"„5 '.,�`'k r r"y "r .�qy�," " 'w,` tlfV �tl TPr..-,'A\B;OOO a0 era on°WP«bc revsrs/uFcoles. 6 npect'or 1—e°kaae er 1Ha force mar I L[ros w I Lx mene EGTN=IGGG SS Ga r-1 r \ a.rina[He W^P Lest prcceo.rc SGTN aIGGG-BE OI - N n.SEPARATION FRGN DR VEWA.YS. 0 NW"'."^ ^,,, ti '"`' v"I ,. ,,.y '" a" � MIN �.�FL!IH':L, :.nor crcre[c tc'Ls sno x fac[cv m•cne co or w-cmb co Ir - µµ0• •••�� """" rw". N 4a"d'a+'Y\.''4 SGTN=IGGG b GI I I •" v"w,. mm •X ��.• ttc r e o/a ear G[a rx t.Pea t prc•cr[aL vc cr tra SGTN^IGGG Be G C 1 Q nALKV.A'r IY� yy, G G„ p� 'Vti' D -A•'^ 1 W tat rraufxturcr - _ 'k.:Mh. f "�`w.,� 4 ��"""�".-" a - � ... ��... are mmuract"r°d ga cep ai w... a N....: W ....,... �T a pemanen-us iopenw-one ENE55N15-INF FRMATEKED GON_eRV4TD ^"FCrrl EAWfnE �,� e H E h tank eM1a be eon: cc urcr w[n Mc I Q I GRACE g. ✓ I fo manvractuer name dr° ° Y \r end attro Lar. t 1 a� ROJECT AII a f ccn11, apcllee r�[D.-uLYaos.202- I N L 5 _ SETBAGK_ _ _ . "�„ 1 ""P ,. . force acceee c FNII end ree e-an -_b Preeaa[concrete,o =o;oa 5G FRONT YARD LAUREL AVENUE LOT 1—SEPTIC p pq p We as C"rvr fS. 4` F4 9 q - "" a PROP,.F_J GLE4\A_riRM, O """'•••... :{w g muisnuWp rr Usr' d LeL6 ""9+ron 4'v�'^'„ y _` •••••" "w EST HGLF D4T4 ....DA 4 FROM YBC c "'�"• v pNNOM LI „ ""....: :".._._. MAP 1 G RGG-A_REC.p O ,,, W^R9 B `• 1".`.ELECTRICAL PANEL a BLit', NE] 9q'Z� Ifl PROF U_GL An 5 CLE G TA - GENT ,A O'WTS /'\T O Y' awmze tlnn L*'-r .. L tl cM c R, s�B ° - na.,/w'.B.w',a Nam 4.c^w+ L 7�.„ ELEcrecAL LN_FRGM,A OWTs :' 2375 LAUREL AVENUE to aL or Ls r°1 metre° El,a'c2C rnpyq,9.P- J' E 1- J �_ ......_. �aedAY TEST HO c .....,".." � � •yb � c � ,....�......."^--,. "^ ° B SOUTH OLD,spec f ec a trc me.ac[.re ero orP c co w i-a eeFcrtrert C A S��La�FIG^¢LE E STG/A GW HOLE= E, E e iI aer v F NA., Z .DRAWINgJ1TCE,�,-,_....,.-,..... ,.r aaae-..tar mnm ar e a _ .._.... srr a i:N,'r a ep d ' � I R eLCWER 0 pferaae tiro ero -rHr t b.d; Prw tr adu w iezrt''. wa�CM. IwJI, el rre te.k a r ar„o--°t crcn L tar cr m I x of tide[ys �e°g.>eKo^��xa it-d'?Lie iar a sP axo 1 Z NOTES ._. TCP H"/ -DF MiN Tile wo�anc o tlm E e_ L S '�,'.- r e.pectZmr°`°. oared.,one"F[`s soLOIL a 1 5I4 G4 GG'E U SITE INFORMATION o era : UFFOLk GOLNT- HEALTH DEFA� MEIN APPROVAL sN LAN aemrm n„°P I E...... ....._....... - - - -__ _..... ... c�e � 1 I7 I .00 SITE PLAN B ° . SOIL ��..,.....- .--�--.�--+�,-,-�...w...._......an.,...�......, ,...�„«,....•..._...«�......,.�.. - -.��_,-,_•-.8 .,..... ,.., �a r. " ,,�` ,•,." ..m.—. u.-�ruuu.'n. Mry/"n+"wwM"'r" - '.w......................... ... .•.m..". C(� !'V\h(Tc- r 4 3_ G E � I �' PAGE: H G F IA/OYV I>Fuji Clean 'S 2Y.,,-� SM LOnv � E-W4.r.✓'^..n^r+mN"w":.+"we'Yr+wv,„.'hrM'rA^,:m.,",+.4A".,+".w"w w,P.tl/^.+u ns'Mr JM^,d*a. EC.l �,,...,..-OF 201 FOLY FROM T T W1 � 'w"..,•..,.e vIN q LINS SP-101.00 11 e=F..RESPEG71VELY ..,....•..,.,....�.,.•, .._.".... �.,. .,. ."................�..__ ........... ... ...n . ......,w..e. .."."",,. �l1FFOL6C COUNTY DEPARTMENT ®F HEALTH SERVICES LLEAN -115 IS SP SAA- - __ ___________________ ________________ --- ...n R, R/_YCT�EI C MAT OnAL IZa ... 1OF2 .. PERMIT FOR APPROVAL OF CONSTRUCTION FAR A ERAVEL f.ARG ITEC-e 51TE PLAN' I DATE 01/09 6_ -.<. -_____ E�USTIP•G V:ATER NAIN GCNr[D SINGLE FAMILY RESIDENCE ONLY � s _ �� ^ RA - K E L V F N U E w R_PRESENTS I On'OF S PLAN ,-O-HE :Mr ARrH TEGTS eE5 OF KNON EDGE, C.NFORMAT ON—OBTAINED FROM + 6 L ..... ......... ,...,.,........... .. SUE rY DA Ei nO r•n6ER 6_^OC3 AVD 1/23/2024 R-23-1833 �R sL - — _m• R[G=YEts DATE H.S. REF. No. "� ," 'CO-T A,G ES CO OSiRA\DEG AVEN.E mmm IVERFEAD.N'Y 11901 ,g APPROVED FOR AXIt�LIPV F s EDRoonns L=ten D _RE ERE HE E GHEGT ' EXPIRES THREE YEARS FROM DATE OF APPROVAL E`-5 PER LSGS SITE PLAN CRAP G ALEYFryI£ LaN._n s no eEouwwA-ER _.. Ew-TERED .....� m.. .._.:�:....r-. < ....__...m .. ___....._.... .... ....... ^GALE. I"-I5 O" �SS�rs L D \V/ 0 U 1, R-1 IOPEN SPACE PARCEL - p W J � PROPOSED SPLIT RAIL FENCE TO Q � N BE MAINTAINED BY SOUTHOLD TOWN r g c rn NI4 35 IO W 02.46 EL.=24.49 = Q ''• '�1770 4 .s> � � o 0 ry EL.=26.a3' 0 .- � � 0 z O 0 2 z z ' PROJECT LOCATION & SCOPE 0- 4 >' X .�"" � • ..: SITE PLAN & ZONING DATA c m w�or.er v O 0 . . . . . . o Q v w J J ,�'' {\ 0 \ c C4 m � . . . . . . . . �uzi U J YN�� .. R- �,:;:= . O-002 .00 GENERAL NOTES N two NPR ENERGY TABLE 50 AREA OF LOT TO REMAIN AS Q STRUCTURAL DESIGN CHARTS PER COVENANT 4 RESTRICTIONS DATED 57H OF MARCH 2O23 x k`` -OOJ.00 HOLDOWN, ANCHOR BOLT, STRAPPING, & NAILING DETAILS - FASTENING SCHEDULE 0 4- � m - Jill `� . . . . . . . . I O-OO�-.00 FRAMING GRAPHICS U N � ,s4p BEAM CONNECTION PATTERNS co Q FIREBLOCKING DETAILS Q� 1 _ _ 60' REAR YARD SETBACK - _ PROPOSED _ /PROP�� I \ A- 1 Q 1 .00 PROPOSED FOUNDATION PLAN + 0 2 1.5. POOL 15 NOT PART POOL OF THIS FILING 4 HI GH POOL FENCE ' PROP. I eta`°L� _ �r . ...> Rt� + Q I PROF. POOL c; ^� EQUIP. s.. ' y� .0 --M�o, I LOGAT I ON MAP �- I O� .00 PROPOSED FIRST FLOOR PLAN (n w N. SCALE: NTS 0. (D Q � I W1 1 0 LINE 4 AREA OF EXISTING LOT I - m PROPOSED SECOND FLOOR PLAN m CLEARING; EXISTING CONDITION F RO d��T ' 53 DONE BY OTHER THAN CURRENT I PROP. I LAND OWNER BURIED FRO=OSED S I NO LE FAMILY RES I DENGE PROPOSED 2-STORY ND. �_ PROPANE WINDOW & DOOR CHARTS FRAME DWELLINO W/ BASEMENT I� �- I t- i�ROPOS�D I� OWTS I 4 GARAGE ON SLAB ---I I = co Q I (4 BEDROOMS) F R O�E�T D A T A : F.F. EL.=21.2' I 0 w I- A-2O1 .O® � o �- _ 2 z z ,� PROPOSED EXTERIOR ELEVATIONS . . . . I . . . . . . . GARAGE SLAB EL.=26.1 I I m w z v ------ ---- r- > I- 0 - - v 0 O V :,A;. Qu _ ; Rk I ;.;.,_. Q� ►U � .� �\ .\ \\\ \ 1 � w 0 z m .,.... . •:::•: ., .\�. ..,. ,,. ...,:: ,,,, „\�.........: 2O OO POSED w I I PROPosED I � Z _ � ,. ,..:•......... .> .. � ASPHALT , W W v 2 TAX MAP # 1000-55-06-36.1 - ? . PRO EXTERIOR ELEVATIONS Q DRIVEWAY PROP. 5' LL w QD.N. I MIN. _ 1- _ ZONTNG'DISTRIGT R-50 NON-CONFORMING 1 I PROP. STONE t� I I LOT AREA 0.8 ACRES WALKWAY ® 1 1 �� ILJ GRADE it I 41.4' �t-�Q 1 ,QQ BUILDING SECTIONS SUFFCtG COUNTY HD APPROVAL R-23-055 4 BEDROOM it _ m LOGS A� PE3�� +�U`�'f� E, �8�-2o7fi �� 11 -- ----- ---- I `i2�D Q core �� aN _ 50' FRONT_YARD_ _ _ _ _ ►1 _ - 5' I PROPOSED PROPOSED +1 I MIN Z II HABITABLE OR055 SETBACK 1 I SPACE AREA BUILDING SECTIONS 1 I FIRST FLOOR AREA 2,302 S.F. 3,04Q S.F. z m J I ♦ -�� ( I SECOND FLOOR AREA 1,65& S.F. 1,65& S.F. PROP. 1 PROP.1 I I 0 1 OO 1\E.P. D.W. / s AREA TOTALS 3,a6o S.F. 4,107 S.F. U ® 1 .®® � O � I I � - DESIGN DETAILS . . . . . . I I to v \ 01, \ I \ \.\. PROP. PROP. Iw LOT 51zE AREA IN ALLOWABLE TOTAL _ �Q� ,QQ DESIGN DETAILS o L.P. L.P. 0 0 EXCESS of 50,000 35,414.0 S.F. 5,414.0 S.F. GFA GFA a I� I I (d) LOTS CONTAINING UP TO 5,100 S.F. 1 I I 40,000 S.F. MAX. PROJECT: 514004'00"E ALLOWABLE S.F. / PLUS 140.00, 7.59b OF EXCESS LOT AREA 4,550.0 S.F. 406.1 S.F. 4,756.1 S.f. 4,707 S.F. EL.=27•l0 1 PROP. IA OWTS is I� I OVER 30,000 �j- 1O1 ,QQ PROPOSED STRUCTURAL PLANS LAUREL AVENUE IL EL.=25.03' ......:. . . ... \ `X � UTLOT I ,. HOL,D TO 162.�7 514 35 10 E \\ ?y. .\.. ....:....: ,�. .ate 514004'00"E j b LOT SIZE 55,414.0 S.F. �m 1 Q� ,QQ PROPOSED STRUCTURAL PLANS 2375 LAUREL AVENUE _ 5ogb OF LOT REQUIRED TO REMAIN 17,,07.0 S.F. SOUTHOLD, N.Y. 11971 AREA Of PROPOSED CLEARING 17,706.7 S.F. ______________ EXISTI'NC WATER MAIN -_ PROPOSED STRUCTURAL PLANS DRAWING TITLE: TOTAL AREA Of LOT TO REMAIN 17,707,3 S.F. PROJECT LOCATION &SCOPE y.,w & ZONING DATA \ ,,\.. PROPOSED STRUCTURAL PLANS 50UTHCLD T7ln[l tE \\ \ \ ...�:. ....\...\ � \\�\q. SITE PLAN�l DESCRIPTION (FOOTPRINT) AREA LOT 1- COVERAGE PAGE: SCALE: 1" = 15'-0" TOTAL LOT AREA 55,414.0 S.F. PLUMBING RISER DIAGRAMS PROPOSED DWELLING 3,271.0 S.F. a.23o GAS RISER DIAGRAM s ■ oo CLEARING RESTRICTIONS AS PER DECLARATION OF COVENANTS AND AREA. AT THE TIME TH15 SUBDIVISION WA5 APPROVED, THE NORTHERN CLEARED AREA CONFCRM5 TO THE APPROVED CLEARING PROPOSED INGROUND POOL &00.0 S.F. 2.5% RESTRICTIONS; DECLARATION MADE: 5TH DAY OF MAY 2025 AND AS LONG-EARED BAT AND ITS HABITAT WERE FEDERALLY LISTED AND RESTRICTIONS. APPROVED BY SOUTHOLD TOWN PLANNING BOARD: PROTECTED BY THE US ENDANGERED SPECIES ACT. THE TIME OF 7. AT ANY TIME, IN PERPETUITY, IN THE EVENT THAT A LOT IS CLEARED TOTAL AREA OF ALL STRUCTURES 4071.0 S.F. II Sib DATE: 01 19 24 YEAR WHEN CLEARING I5 PERMITTED MAY BE LIMITED BY THE NYS BEYOND THE AFOREMENTIONED PERM,ISSIBLE LIMIT, THE AREAS MUST � � 1 OF 19 I. THE TIMING AND METHODOLOGY FOR CLEARING MUST FOLLOW THE DEC. BE RE-VEGETATED BY ""HE LOT OWNER ACCORDING TO A MAXIMUM LOT COVERAGE ALLOWED: 20% DRAINAGE SYSTEM INSTALLATION NOTES: SOUTHOLD TOWN PLANNING BOAP:D'5 "PROTOCOL FOR 2.1. TREE GUTTING OF ANY KIND AT THIS LOCATION MAY NOT OCCUR RE-VEGETATION PLAN "°EVIEWED AND APPROVED IN WRITING BY THE A MINIMUM 10' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 t EASTERN/WOODLAND BOX TURTLI= CONSERVATION DURING BETWEEN MARCH I AND NOVEMBER 30 OF ANY CALENDAR YEAR. PLANNING BOARD. ANY WORK BEING CONDUCTED ON THE SITE AT THE WATER SERVICE LINE, UNDERGROUND UTILITY LINES, 5EPTIC I T I .I \ \. .... OR GRAD NG IS PERMITTED OUTSIDE HE LIMITS Of TIME THE OVER G EAR G \. >\�3. NO G FARING I L L IS DISCOVERED LNG UDING INTERIOR \. \��• .� E ITH THE SOUTHOLD TOWN PLANNI G , \. �:�.>.� •. .,\ ., ,�.�.�,.�\\\.� �: �,...� GONSTRUGTION , ON FILE W \ . \ �\\ . , \ \ COMPONENTS, LEACHING FIELDS SEWER COMPONENTS OTHER a...,,... \\... O . N . N , , N 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 IS RE-VEGETATED �. ;,�, � ,. ., ,,_ DRYWELLS, AND THE EDGE OF ALL FOUNDATION WALLS THE WOODLAND BOX TURTLE, AKA THE EASTERN BOX TURTLE, WAS SHOWN IN CLEARING CHART (5096 LIMIT) ACCORDING TO THE RE-VEGETATION PLAN. IF THE SEASON DOES NOT ,::: \ :.: :::, „ „ A MINIMUM 5' 5EPARATION 15 REQUIRED BETWEEN DRYWEL SITE LAYOUT NOTES: LS $ �• r`ti; r Gi LI5TED BY THE NEW YORK STATE DECAS A SPECIES OF SPECIAL 4. EXISTING NATIVE VEGETATION INCLUDING GROUNDGOVER, 5HRUB5 PERMIT REPLANTING IMMEDIATELY, WORK MAY CONTINUE AFTER A SG U fC ;;? ;,C>Y l GOS)E 2c' G ; (4:,,. Tt l�ii ` 30 fi D;REOtJL; T t •„ .� >: ....�,.:... .:..� ._: ... <�: ;. ...:..> .. ,..<:::::..: ..::. ;.:. . , , PROPERTY LINES CONCERN. THIS PROTOCOL LIMITS THE TIME OF YEAR CLEARING IS AND TREES, SHALL BE PRESERVED IN ALL AREAS OUTSIDE THE LIMITS PERFORMANCE GUARANTEE I5 PROVIDED IN THE AMOUNT IT WOULD """" \"" " \� "' '' ''"' I. THIS 15 AN ARCHITECT'S 51TE PLAN $ IS •�� ~�"""`'` _ A MINIMUM 20' SEPARATION 15 REQUIRED BETWEEN DRYWELL5 AND ALLOWED BASED ON THE BIOLOGY OF THE PROTECTED SPECIES. IT OF PERMISSIBLE CLEARING, WITH THE EXCEPTION OF DEADFALL AND COST TO FULLY IMPLEMENT THE APPROVED RE-VEGETATION PLAN. SUBJECT TO VERIFICATION BY A LICEN5ED ,� 0J` BURIED PROPANE FUEL TANKS. '' it AL50 PROVIDES CERTAIN PROCEDURES THAT MU57 BE FOLLOWED INVASIVE PLANTS. THE DEADFALL AND INVASIVE PLANTS PROP05ED PROPOSED COMPLIES SURVEYOR. THE INFORMATION �`� CONNECT ALL GUTTER LEADERS TO NEAREST DRYWELL �: ��' • /� �=> "'.a PRIOR TO CLEARING. TO BE REMOVED MUST BE IDENTIFIED IN THE FIELD FOR INSPECTION REPRESENTED ON THIS SITE PLAN IS TO THE ,- I.I. ANY CLEARING AT THE SITE 50HEDULED FROM APRIL I AND BY PLANNING DEPARTMENT STAFF PRIOR TO REMOVAL. REMOVAL ARCHITECT'S BEST Of KNOWLEDGE. SEE AL50 DETAIL 7-A/402. G, MIN. FRONT YARD 50.0' 65.0' YE5 is $ NOVEMBER 15 OF ANY CALENDAR YEAR WILL BE PRECEDED BY MUST BE DONE SELECTIVELY, PRESERVING NATIVE PLANTS TO THE WILDLIFE SURVEYS FOLLOWING THE PROTOCOL5 SET FORTH BY EXTENT PRACTICABLE. 2. INFORMATION WA5 OBTAINED FROM '= DRAINAGE SYSTEM CALCULATIONS - PROPOSED DWELLING: THE SOUTHOLD TOWN PLANNING BOARD'S PROTOCOL 5. PRIOR TO ANY CLEARING OR GRADING, THE CLEARING LIMITS AND MIN. SIDE YARD 20.0' 41.4' YES SURVEY DATED NOVEMBER 6, 2025 AND PREPARED BY: PROPOSED ROOF COVERAGE = 3 a62 S.F. ,,�" 4, �';;.✓ o^`"` ' 2. PRIOR TO ANY CLEARING OR GRADING, THE APPLICANT MUST BUFFERS SHALL BE CLEARLY 5TAKED ON SITE AND INSPECTED BY ...- MIN. COMBINED PROPOSED ASPHALT DRIVEWAY COVERAGE = I,alcl S.F. w r PROVIDE CORRESPONDENCE FROM THE NEW YORK STATE PLANNING DEPARTMENT STAFF FOR COMPLIANCE WITH THESE 40.0 Ci4.a YES DEPARTMENT OF ENVIRONMENTAL_ CONSERVATION ('NY5DEG) COVENANTS AND THE SUBDIVISION MAP. SIDE YARDS YOUNG ASSOCIATES TOTAL IMPERVIOUS COVERAGE = 5,881 S.F. '`" U E t /7j 7/ REGIONAL OFFICE WITH A DETERMINATION ABOUT WHETHER A 6. AFTER CLEARING AND PRIOR TO BEGINNING CONSTRUCTION, THE 400 057RANDER AVENUE 5881 S.F. x 2" RAINFALL EVENT = �i80.2 G.F. STORAGE REQ.'D CLEARING TIMEFRAME MUST BE APPLIED FOR THE PROTECTION Of CLEARED AREA MUST BE INSPECTED BY TOWN OFFICIAL (EITHER MIN. REAR YARD 60.0 83.8 YES RIVERHEAD, N.Y. IIdi01 THE NORTHERN LONG-EARED BATS THAT MAY BE PRESENT IN THIS BUILDING, PLANNING OR ENGINEERING DEPARTMENT) TO CONFIRM THE (1) t3� DRYWELL PROVIDES 5E G.F. PER C.F.OF DEPTH MAXIMUM HEIGHT 35.0' 32.1' YES (3) 8'� x t3' DEEP D.W. PROPO0SED = 1.013.3 G. STORAGE PROVIDED NOTES I$ 5FE(�I F I GAT I ON5 CARPENTRY WOOD FRAMING MATERIAL STANDARDS FOUNDATION, CONCRETE, AVM MASONRY AE35I E Y I r""'tT I O I S IT IS THE CONTRACTOR'S RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDED I. ALL LUMBER SHALL BE DOUOLA5 FIR LARCH #2 d BETTER (FL) = 5'I5) UNLESS THE PROVISIONS OF THI5 STANDARD ARE NOT INTENDED TO PREVENT THE USE I. CONTRACTORS TO VERIFY ALL DIMENSIONS OF EXISTING FOUNDATION AS IT TOGETHER AT ALL TIMES. IT 15 ALSO THE CONTRP,GTOR'S RESPONSIBILITY TO READ ALL NOTES, OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY APPLIES TO THE NEW WORK BEING PERFORMED AND SHALL COORDINATE THE BD. � BOARD INSUL. INSULATION SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO WORK PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING SUB-CONTRACTORS IN SUCH A MANNER TO A55URE THAT THE CONDITIONS OF 2. ALL LUMBER IN CRAWL SPACES TO BE IS ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TE5TIN6 BY AN APPROVED THE FIRST AND SECOND FLOORS ARE TAKEN INTO ACCOUNT. BFE BASE FLOOD ELEVATION INT. INTERIOR 5" MIN. FOUNDATION EXPOSURE. AGENCY, THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR IZ GREATER STRUCTURAL SAFETY OR D:IRABILITY, SUCH PRODUCT OR PROCEDURE 2. ALL FOOTINGS TO BEAR ON FIRM,VIRGIN, UNDISTURBED SOIL Q GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD, ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF THI5 DOCUMENT BLDO. BUILDING K KIPS (1000 LBS) I. NO WORK TO START UNTIL APPROVE G� PLANS ARE OBTAINED FROM THE PROVIDE SILL SEALAN5ULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT I5 TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD 3. 501L TO HAVE MIN. BEARING CAPACITY OF (1) TON/50. FT., U.O.N. w APPLICABLE BUILDING DEPARTMENT. 15 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EX15TINO STRUCTURE. COUNCIL'S WOOD FRAME CON57RUCTION MANUAL AND THI5 P5 FORMAT, AS BM BEAM MANU. SPEC.s� MANUFACTURERS SPECIFICATIONS w 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. FOOTINGS TO REST A MN. OF 4'-O" BELOW GRADE, UNLESS B.O. BOTTOM OF [MAX. MAXIMUM -J 4. AT FLUSH FRAMING USE I6 GAGE METAL JOISTS HANGERS BY TEGO OR OTHERWISE NOTED03 ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING (y) STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. EQUAL. I. IDENTIFICATION: ALL SOL ISTS, 5 LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH. MEGHANIGAL Q ±_. N PREFABRICATED WOOD 1-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. WALLS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS, U.O.N. Lf') 5. MINIMUM DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL � � O.) A ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL CODES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING 6. NO BACK FILL SHALL BE PLACED AGAINST FOUNDATION WALLS B.O.W. BOTTOM OF WALL MIN. MINIMUM � � AND AUTHORITIES HAVING JURISDICTION. RULES SPECIFIED IN 1.1 THROUGH I.S. UNTIL 151 TIER OF FRAMING 15 IN PLACE. O � coO 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, PO5T5, AND BATH TUBS, G.J. CEILING J015T NAVD55 I NORTH AMERIGAN VERTICAL DATUM OF 1a88 = T- 4. ALL UNNOTED OR NON-VISIBLE EASE'�1ENT5 ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-SEARING PURPOSES, T FOOTINGS TO BE POURED CONCRETE OF SIZE SHOWN ON DRAWINGS. It � N }; O OF THE OWNER/BUILDER COL. � COLUMN NYC, BG NEW YORK CITY BUILDING CODE f.() � INCLUDING END-JOINTED AND EDGE-GLUED LUMBER, SHALL BE IDENTIFIED O C z -7. ALL BEAMS, GIRDERS, ETC. TO HAVE MIN. OF 3-I/2" BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY 5. ALL OPENINGS FOR BEAM POCKETS, UTILITIES, ETC. TO BE FILLED �� GL 'Ct 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM, SUCH AS THE SOLID WITH GONGRETE. CONT. CONTINUOUS O.G. ON CENTER A 2E Xo -le N SHALL BE CLARIFIED WITH THE ARGHITECT/ENGINEER BEFORE PROCEEDING 8. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE C WITH THE WORK. &RADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR a. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH PAGE 6-003. DBE. DOUBLE OGG. OGCUPANGY - p O m .- a. ALL WOOD 51LL5 AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE IN516NIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE S O }' 6. NO DEVIATIONS OR CHANGES TO THE: STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-aa. 10. ALL CONCRETE TO HAVE AN ULTIMATE COMPRESSIVE STRENGTH AT 28 DFE DESIGN FLOOD ELEVATION PBFE PRELIMINARY BASE FLOOD ELEVATION - - N O UNLESS APPROVED BY THE ARGHITEGT,�EN6INEER. DAYS OF 4,000 P.S.I., U.O.N. Q Oo L 'f. CONTRACTOR TO VERIFY DIMEN51ON1.5 OF FOUNDATION WITH FLOOR PLANS 10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET DIM. _][DIMENSION P. GONG. POURED CONCRETE BEFORE THE START OF FRAMING ON PAGE 0-003. GENERALLY, 5HEA7HIN6 15 OF 1/2 THICKNESS ON WALL5 AND THE PROVISIONS OF ANSI/ALTO A I clO.1 STRUCTURAL GLUED LAMINATED 11. GONG. 5LABS 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 INHERE SLAB ABUTS FRAMING. a. DO NOT SCALE DRAWIN65, WRITTEN ;DIMENSIONS TAKE PRECEDENCE WOOD I-JOI5T5 SHALL`MEET THE PROVISIONS OF A5TM P5055 EJ.EV, � ELEVATION P.T. PRESSURE TREATED 11. SUB FLOORING, GENERALLY, TO BE OF 5/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 15. BRICK VENEER TO BE ANCHORED WITH CORROSION RESISTANT TIES - a 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, NAILING A5 PER FASTENING 5GHEDULE ON PAGE 5-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS, THIS (1) WALL TIE PER (5) 50. FT. EQUIP. EQUIPMENT REQ'D REQUIRED (D CERTIFICATES, CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL DOCUMENT, THE OOVERNING BUILDING CODE AND ANY ADDITIONAL 12. EXTERIOR SHEATHING TO BE COVERED WITH 'TYVEK' HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 14. FLASH JOINT AT BRICK LEDGE AND PROVIDE WEEP HOLES, EXIST. EXISTING RI RISER L. II. THESE SET OF DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA APPROVED EQUAL. EVALUATION REPORT. MAX. 32-O O.G., TO DIRECT ANY CONDENSATION TO THE EXTERIOR. AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRITTEN PERMISSION FROM THE ARCHITECT. 15. BLOCK EXTERIOR STUD WALL5 AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: 51NOLE MEMBERS OR ASSEMBLIES 15. APPLY (1) GOAT OF TAR BASED WATERPROOFING TO EXTERIOR OF FOUND. EXT. EXTERIOR RM. ROOM UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF FROM FOOTING TO 2„ ABOVE FINISH 6R:AME. �0 ■.®.' ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF F.A.I. FRESH AIR INTAKE R.R. ROOF RAFTER U ■ 12. THE ARCHITECT IS NOT RETAINED FC�R SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRAGINO AT JOISTS, 5TUDS, AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THI5 DOCUMEN, THE I6. NO CONCRETE OR MASONRY WORK 15 TO BE PERFORMED IN TEMPERATURES RESPONSIBLE FOR DESIGN INTENT ONL1 . EXCEED 6'-O" AND AT EVERY 5'-O". GOVERNING BUILDING GORE, AND ANY ADDITIONAL REQUIR:EMENT5 AS OF 40°F AND FALLING, UNLESS APPROVED BY ARCHITECT/ENGINEER. NO FAR FLOOR AREA RATIO P a. STEEL 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. CONCRETE SHALL BE PLACED ON FROZEN SURFACES. F.A.V. FRESH AIR VENT S.V. SMART VENT W Cn 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, 5EE ALSO PAGE 14. THE CONTRACTOR SHALL KEEP PREMISES REASONABLY GLEAN AT ALL 6-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES USING PREFABRICATED M. NO ADDITIVES SHALL BE PLACED IN CONCRETE UNLESS SPECIFIED BY �+-4 WOOD TRUSSES SHALL MEET THE PROVISIONS OF TH15 DOCUMENT,THE ARCHITECT/ENGINEER. FF FINISHED FLOOR TBD TO BE DETERMINED ■■ m TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL I6. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING GORE, AND ANY ADDITIONAL REGUIR:EMENT5 AS RUBBISH, WASTE MATERIALS, TOOLS, ETC., GLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE I5. PROVIDE BITUMINOUS JOINTS BETWEEN 5LA55 AND FOUNDATION WALL5 AND I FF ELEV. FIR5T FLOOR ELEVATION TEMP OL. TEMPERED OLASS BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, WHERE EVER APPLICABLE. 15. THE CONTRACTOR SHALL CARRY WORKMAN'S COMPENSATION AND GENERAL I'i. PROVIDE ALL NAILING AND STRAPPINO ADDRESSED ON PAGES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. I F.J. FLOOR JOISTS THK. THICK V la. UNLESS OTHERWISE INDICATED, ALL FOUNDATION FOOTIN05 ARE TO BE A LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL GORES 15. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. GYPSUM: GYPSUM 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 AND ORDINANCES. GENERALLY, SEPARATE DOUBLE JOIST THE THICKNESS OF WALL ABOVE. SUB MEET THE PROVI510N5 OF A5TM 036 SPECIFICATION FOR GYPSUM PROVIDE TWO #4 DEFORMED BARS CONTINUOUS IN THE FOOTING. ALL 4" THICK � ■- 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HI5 WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6 SPAN. WALLBOARD, A5TM 05-7 SPECIFICATION FOR GYPSUM LATH, OR A5TM Olcl CONCRETE SLABS TO HAVE bx6 10/10 WELDED WIRE REINFORCING. FRGE 11 FLOOD RESISTANT CONSTRUCTION ELEVATION Tr TREAD `♦/^, THE SUB-CONTRACTORS FOR A PERIOD OF AT LEAST ONE YEAR AFTER la SPECIFICATION FOR GYPSUM Sf�EATHINb BOARD.. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING 20. FOR SECOND STORY ADDITIONS, EXIST. FOUNDATIONS ARE TO BE VERIFIED FR. FRAME TYP. TYPICAL COMPLETION OF PROJECT. AS PER PAGE 0-003. L'I. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL AS IN SOLID d SOUND CONDITION WITH AN EXIST. FOOTING OF MIN. 16' WIDE x 5" 0. W 11. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, MEET THE PROVISIONS OF ANSI/AHA A135.4 BASIC HARDBOARD OF DEEP $ 3'-O" BELOW GRADE. FRPR. 11 FIREPROOF U.O.N. UNLESS OTHERWISE NOTED ARCHITECT/ENGINEER, AND THEIR AGENTS AND EMPLOYEES FROM AND 20. "P.T." SPECIFIES PRESSURE PRESERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. - -1 0 AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSE&, INCLUDING ACCORDANCE w/ AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD I FTC. FOOTING VERT. VERTICAL ATTORNEYS FEES ARISING OUT OF OR R:E5ULTIN6 FROM THE PERFORMANCE OF TREAT LUMBER w/ COPPER NAPTHENATE WHICH SHALL CONTAIN 25Y COPPER I.8 STRUCTURAL PANELS: THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, L055 OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD SITE WORK GYP. BD. GYPSUM BOARD V.I.F. VERIFY IN FIELD 2 ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, 1.5.1. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL IS ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO 1. STAKEOUT IS TO BE PERFORMED BY A LICENSED SURVEYOR INJURY TO OR DESTRUCTION OF TANGIE3LE PROPERTY (OTHER THAN THE WORK CONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D. HOLD DOWN w/ - I WITH MANUFACTURER SUCH A5: HANGERS, NAILS, 5GREW5, FLASHING, ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS 1) CONSTRUCTION AND ITSELF INCLUDING THE L055 OR USE RESULTING THEREFRON). (5) 15 CAUSED IN 2. VERIFY ALL GIVEN DATA ON DRAWINGS. IF THERE IS A DISCREPANCY, WHOLE OR IN PART BY ANY NEGLIGENT' ACT OR OMISSION OF THE ETC. FOR ROGATIONS SUCH 0 LEDGER SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY RECEIVE CLARIFICATION FROM ARCHITEOVENCANEER PRIOR TO PROCEEDING. CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY HDR -� HEADER WD. NO ETC. ANY REFERENCES TO GGA ARE TO REP LACED WITH P.T. PRODUCT STANDARD 2 (P5 D 2) PERFORMANCE STANDAR 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 DRAWIN55. HNOR HANGER ZR ZONING RESOLUTION 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. BE LIABLE REGARDLESS OF WHETHER OR NOT IT 15 CAUSED IN PART BY A A. WEYERHAEUSER TRU5 J015T 2.OE MICROLLAM LVL STOCKPILE TOP501L OBTAINED FROM STRIPPING DRIVEWAY AND BUILDING ,HOR. 11 HORIZONTAL PARTY INDEMNIFIED HEREUNDER. B. 6EORGIA PACIFIC 2.OE 6-P LAM LVL 1.5.2. ORIENTED-STRAND BOARD (055), WAFERBOAR:D ORIENTED-5TRAND SITE. STOCKPILE ALL EXCAVATED MATERIALS. 15. ALL MATERIALS, ASSEMBLIES, AND METHOD OF CONSTRUCTION INCLUDING PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET 4, NEW AND EXISTING BACK FILL MATERIAL ARE TO BE FREE OF WEEDS, TREE BUT NOT LIMITED TO FORM-WORK, BLOCK-WORK, FRAMING, NAILING, PLACING A. WEYERHAEU5ER TRUS JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY ROOTS, ROCKS, AND DEBRIS. ALL SURPLUS MATERIAL THAT 15 UNSUITABLE OF CONCRETE, ETC. ARE TO BE GAREFJLLY SUPERVISED BY THE CONTRACTOR ALL TO BE INSTALLED AS PER MANU. 5PEC.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT FOR BACK FILL MATERIAL SHALL BE REMOVED FROM SITE. TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPEGIFIGATIONS, STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR I I`15UL 1 ZTI ON 4NSTRTI ON RQU I fi� MNTs APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS 22• I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. 5. PROTECT TREES WITHIN EIGHT FEET OF THE BUILDING. AND SPECIFICATIONS WILL NOT BE PERMITTED WITHOUT WRITTEN FRAMING MATERIAL STANDARDS SECTION, THE OOVERNINO BUILDING GORE, AUTHORIZATION OF THE ARGHITEGT/ENOINEER. AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURER'S 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A205.1 AND ANY PROPOSED DESIGN CODE PRESCRIPTIVE VALUE I$ la. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWIN65 REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE OLA55 WINDOWS AND DOORS COMPONENT VALUE CITATION (PER 2020 NYSEGGG) 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 GLASS 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 1.5.4. FIBERBOARD: FIBERBOARO USED IN STRUCTURAL APPLICATIONS 2, GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER MAX.U-VALUE = 0.52 RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVISIONS OF AN51/AHA AIa4.1 CELLULOSIC U-VALUE = O25 20. CONTRACTOR TO REMOVE b RELOCATE AS REQUIRED ALL EXISTING WORK CLEARANCES ARE PROVIDED. FENESTRATION U-VALUE MAX.AIR .4.5 4 TA ■ OR4 2.1.4- YES EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G205 STANDARD SPECIFICATION FOR AIR LEAKAGE = 0.30 GFM/5F WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. PER R4oa.4.3 a TABLE R402.1.4-CLIMATE ZONE 4 IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE GELLUL05IG FIBER INSULATING BOARD. 3. ALL SLIDING GLASS DOORS, SKYLIGHTS, AND ANY &LASS UNIT INSTALLED HOLE SHALL NOT BE CLOSER THAN 2 INCHES TO THE TOP OR BOTTOM EDGES. 21. ALL MATERIALS ARE TO BE INSTALLED A5 PER MANUFACTURERS WITHIN IS OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED &LAGS, R-28 FOAM SPRAY INSULATION WMIN.R-VALUE = 4a SPECIFICATIONS, UNLE55 NOTED OTHERWISE. 1.5.5. STRUCTURAL PANEL 51DING STRUCTURAL PANEL 51DINO USED IN UNLESS OTHERWISE NOTED. GEILIN6 R-VALUE R-21 BATT INSULATION PER TABLE R402.1.2 -CLIMATE ZONE 4 YES 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REGUIR:EMENT5 OF U.S. MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I 22. PROVIDE FIREBLOGKING AS PER WEN PORK AGGESSIBILITY STANDARDS. 4. ALL GLASS UNITS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH EXTERIOR(2"xb")WOOD R-14 SPRAY FOAM INSULATION MIN.R-VALUE = 20(CAVITY) THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED (1-5- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL MANUFACTURER'S SPECIFICATIONS. FRAME WALL R-VALUE (R=-T/INCH)W/R-II BATT INSULATION PER TABLE R402.12 -CLIMATE ZONE 4 YES 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE GODS EVALUATION OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. UNAUTHORIZED USE UNDER FEDERAL LAN BY THE ARCHITECTURAL WORKS 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE MIN R-VALUE = la COPYRIGHT PROTECTION AGT OF IaaO (AWCPA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME CRO55-SECTION. ENERGY CONSERVATION CONSTRUCTION CODE. FLOOR R-VALUE R-50 BATT INSULATION PER TABLE R402.12-CLIMATE ZONE 4 11 YES 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL IF 25. FOR NEW WALLS, A PERFORATED SHEARWALL SYSTEM IS USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.-T. 6. PROVIDE FLASHING PANS UNDER ALL 5LIDIN6 GLASS DOORS, WINDOWS, OR COMPLIANCE STATEMENT, GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION IS DIRECTED TO THE APPLICABLE DETAILS, ANY OTHER TYPE OF &LASS UNIT WHEN WITHIN 6" OF AN EXTERIOR SURFACE. To THE BEST OF MY KNOWLED&E,BELIEF,AND PROFESSIONAL_UD6MENT,THESE PLANS AND SPECIFICATIONS ARE IN ADAPTED FROM STANDARD FOR HURRICANE RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 0-005 d 6-004. THE FASTENING 5GHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15.2.1 SQUARE AND COMPLIANVE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4[RE]. N CONSTRUCTION;SSTD 10-aa AND 2018 5'BG HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING (ANY NAILING HEX BOLTS AND SCREWS (INCH SERIES). 'I. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING w I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. 5GHEDULE). HOEDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREWS OR LAG BOLTS SHALL COMPLY WITH ANSI/ FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEC.'S). A5ME 515.2.I SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). 5. ALL 6LA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS 0 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. SHOULD BE GUARANTEED BY THE MANUFACTURER FOR A PERIOD OF 5 YEARS. V INCLUDED IN THE STANDARD BUILDING GORE, SECTION 2306 OF IBC SHALL 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF ANSI/TPI I NATIONAL DESIGN a. ALL WINDOWS TO BE ANDERSEN. IF CONTRACTOR IS TO SUBSTITUTE WITH � BE USED IN ACCORDANCE WITH MANUFACTURER'5 RECOMMENDATIONS. WOOD P05TINO TO BE BLOCKED SOLID TO FOUND. WALL w/ END GRAIN, STANDARD FOR METAL PLATE: CONNECTED WOOD TRU55 CONSTRUCTION, ANOTHER WINDOW MANUFACTURER, IT 15 THE RESPONSIBILITY OF THE w TREATED WOOD d FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE 60VERNIN& BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS CONTRACTOR TO VERIFY THAT THE CHARACTERISTICS OF THE WINDOW MATCH 3. METAL PLATES, GONNE0TOR5, 5GRE:W5, BOLTS AND NAILS EXPOSED WALL w/ STEEL SHIMS 8 A MIN. 3/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. THE CHARACTERISTICS OF THE ANDERSEN WINDOW 5PEGIFIED. THE DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORRO51ON IN COASTAL SECURE w/(2) 1/2" 0 ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, w AREAS SHALL BE STAINLESS STEEL. OR HOT DIPPED GALVANIZED. EXIST. WALLS 8 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 2.2.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND ROUGH OPENING, U-FACTOR, LIGHT AREA, VENT AREA, AND EGRESS ~ 4. WHERE WINDOWS AND DOOR5 INTERRUPT WOOD STRUCTURAL PANEL P05TIN6 ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. 16" GAGE ARE SPECIFIED, MINIMUM A5TM A653, STRUCTURAL QUALITY, REQUIREMENTS. � SHEATHING AND SIDING, FRAMING ANCHORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL TABLE R50I .-T HOWEVER, WHEN COLUMN OR POSTING 15 PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENT5 OF THE GOVERNING BUILDING CODE AND ANY 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN 5TAIRWAY5 SHALL BE CLIMATIC I$ GEOGRAPHIC DESION CRITERIA PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS IN A SHEARWALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ ADDITIONAL REQUIREMENT5 AS SET FORTH IN THE MANUFACTURER'S TEMPERED GLASS. PROJECT: AND AT BEAST ONE STUD AT EACH SIDE OF OPENING. GORE EVALUATION REPORTS. ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS STANDARD 5HEARWALL HARDWARE (w/ NOTED VALUES) d ANCHOR BOLTS, GROUND SNOW LOAD 25 LBS 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPPOSING U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Y4" BENT PLATE 5" LONG G EXTERIOR GLAZING SHALL BE PROTECTED FROM UIREMERNE DEBRIS. RAFTERS EXCEPT WHERE COLLAR TIE5 OF IN(V' OR 2"x4" LUMBER 15 w/ 6" RISE 6 w/ (2) 5/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LE05 2.2.5. NAILS: NAILS SHALL COMPLY WITH FASTENERS: F ILS, STANDARD GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE ALLOWABLE LOCATED IN UPPER THIRD OF ATTIC: SPACE AND ATTACH TO EACH PAIR OF SET b" PST., U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 0-003. SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. MISSILE TEST OF 1. OA AGE AND ASTM E O NI MODIFIED TI 20HA NY5 ET STRUCTURAL MEMBER BA51C WIND SPEED 150 MPH LAU R EL AVEIV U E RAFTERS SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET DEFLECTION L�� 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC, NAILS AND STAPLES THE R:EOUIREMENT5 OF AN APPROVED IMPACT-RESISTANT STANDARD OR SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE ANSI/DASMA 115. RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. AND ANY ADDITIONAL REQUIREMENTS AS SET FORTH IN THE L/150 MANUFACTURERS CODE EVALUATION REPORTS. 12. AS AN ALTERNATIVE TO NOTE #II ABOVE, WOOD STRUCTURAL PANELS WITH W/ NO FINI5HED GEILIN6 ATTACHED TO RAFTERS "I. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY SEISMIC DESIGN CATEGORY B 16' WITHIN 4' OF EXTERIOR GORNER5. ASPHALT ROOFING SHINGLES A THICKNESS OF NOT LESS THAN a" AND A SPAN OF NOT MORE THAN 5' 5HALL I. ALL SLOPED ROOFING SHINGLES SHALL BE GAF-GLASS-A ASPHALT ROOFING 2.2.7. SCREWS: SCREWS SHALL COMPLY WITH AN5I/A5ME B 15.6.1 BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND INTERIOR WALLS 4 PARTITIONS H/150 WEATHERING SEVERE 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 5HIN&LES OR APPROVED EQUAL. WOODSCREWS (INCH SERIES). ATTACHED TO THE FRAMIN6 SURROUNDING THE OPENING. PANELS SHALL BE 2375 LAUREL AVENUE TO THE FOUNDATION WITH ANCHOR 'BOLT5 HAVING A MIN. BOLT DIAMETER PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FLOORS d PLASTERED CEILING5 L/360 „ "x OF J" AND 33"x WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE 2. SHINGLES SHALL BE APPLIED OVER 15# BUILDING FELT, UNLESS OTHERWISE PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE FROST LINE DEPTH 3-0 SOUTHOLD, N.Y. 11971 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR NOTED. ALSO, CONTRACTORS OPTION TO APPLY GAF-WEATHER-WATCH ICE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT CORRO5ION-RE515TANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED ALL OTHER STRUCTURAL MEMBERS L/240 BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF T IN CONCRETE/MASONRY AND WATER BARRIER FROM EDGE OF EAVE TO 24" INSIDE EXTERIOR WALL MECHANICAL CONNECTIONS: ON THE BUILDING. TERMITE MODERATE TO HEAVY FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12' OR CORNERS LINE. 4 24 FROM ALL VALLEYS, AND ROOF FLASHING GONDI7ION5. DRAWING TITLE: AND AT 5PAGIN6 NOT EXCEEDING 4' ON CENTER. 1. ALL MECHANICAL CONNECTIONS SPECIFIED AS "SIMPSON' MAY BE EXTERIOR WALL5 W/ PLASTER OR STUGGO FINISH H/360 ICE BARRIER REQUIRED YES 3. PROVIDE FLASHING NECESSARY FOR WATER TIGHT AND WEATHERPROOF SUBSTITUTED WITH AN APPROVED EQUAL PRODUCT. PLUMBING GENERAL NOTES CONSTRUCTION. I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) EXTERIOR WALLS - WIND LOADS W/BRITTLE FIN15HE5 L/240 ELECTRICAL: 2. THE SUBSTITUTION SHALL MEET ALL OF THE MINIMUM CRITERIA SPECIFIED ENERGY TABLE I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM 4. ROOFING 15 TO BE APPLIED IN STRICT ACCORDANCE WITH MANUFACTURER'S BY 'SIMPSON" MANUFACTURER. SYSTEMS TO NYS PLUMBING CODE AND NY5 DEG REGULATIONS. TO 20M NATIONAL ELECTRIC, GORE, NFPA -70 AND 2020 NEW YORK STATE SPECIFICATIONS. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 STRUCTURAL DESIGN CHARTS ENERGY CONSERVATION CONSTRUCTION CODE. 3. ALL LOADING CAPACITIES SHALL MATCH EXACTLY OR EXCEED VALUES 5. NAILING OF ROOFING SHALL BE TO CODE. INDICATED IN "SIMPSON" PRODUCT LITERATURE. THERE MAY BE SEVERAL 5. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL CHANGES IN DIRECTION 2. CONTRACTOR WILL FURNISH A FIRE UNDERWRITERS CERTIFICATE UPON LOADING VALUES, CONTRACTOR SHALL CONTACT ARCHITECT IF ANY AND AT BASE OF VERTICAL WASTE PIPES. COMPLETION OF WORK. b. CORROSION RE51STANT 11 GAGE ROOFING NAILS AND I6 GAGE STAPLES ARE LOADING VALUES ARE LESS THAN WHAT IS SPECIFIED BY SIMPSON" PERMITTED 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA '12: 4. ALL MECHANICAL CONNECTIONS SHALL BE HOT DIPPED GALVANIZED 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT I/5" PER Fool. STRUGTURAL DES I C N LOADS PAGE: - GENERALLY,VERIFY OR PROVIDE HARD WIRED -1. PROVIDE (2) LAYERS OF 15# ASPHALT BUILDING FELT UNDER:LAYMENT FOR SMOKE DETECTORS w/BATTERY BACK-UP IN: 2:12 PITCHES TO 4:12 PITCHES 5. INSTALLATION PROCEDURES SHALL ALWAYS BE CARRIED OUT AS PERAVf& 0 5. TE SIZES AS FOLLOWS, UNLESS OTHERWISE NOTED: MANUFACTURER SPECIFICATIONS OF THE PRODUCT BEING INSTALLED. GENERAL TRAP AND WAS USE LIVE LOAD DEAD LOAD 5. ASPHALT SHINGLES SHALL BE TESTED TO DETERMINE THE RESISTANCE OF - DISH WASHER 211 F A. EACH SLEEPING ROOM THE SEALANT TO UPLIFT FORGES U51NG A5TM D 6351. b. ALL FASTENING CRITERIA SHALL BE CARRIED OUT AS PER MANUFACTURER KITCHEN SINK........................................2" UU20 %of B. OUTSIDE OF EACH SEPARATE SLEEPING SPECIFICATIONS OF THE PRODUCT BEING INSTALLED - LAVATORY...............................................21, EXTERIOR BALCONIES 40 psf 15 psf - SHOWER/TUB..........................................2" YOF - TOILET........................................................5" TH�BEDROOMS A IN THE r(OENERALLY TEDIATE HE HALLWAY) 'i. VARIATIONS IN CONNECTOR CONFIGURATION SHALL BE APPROVED BY - DECKS 40 psf 15 psf ARCHITECT LAUNDRY .................................................2' I' G. EVERY LEVEL OF DWELLING - FLOOR DRAIN..........................................3" DATE: 01/19/24 2 OF 19 (BASEMENT, FIRST FLOOR, d SECOND FLOOR, ETC) GYPSUM WALL BOARD 8. ALL CONNECTORS SPECIFIED AS A "51MPSON" TOP MOUNTED BEAM PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN I. OYP5UM WALL BOARD SYSTEMS 5HALL BE OF A TAPE JOINT AND JOINT 6. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" COMPOUND METHOD. HANGER SHALL BE ALLOWED TO BE 5UB5TITUTED WITH A TOP MOUNTED THROUGH ROOF. CODES AND REFERENCE STANDARD: BEAM HANGER ONLY ALONG WITH SPECIFICATIONS LISTED ABOVE. I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK ATTICS WITHOUT STORAGE (MAX CLEAR HOT < 42'9 10 psf 15 psf MECHANICAL, FUEL OAS: 2. ALL OYP5UM BOARD SHALL BE 1/2" ON WALLS AND CEILING, UNLE55 'T. PROVIDE FR05T-PROOF H05E BI55 WITH EASILY ACCESSIBLE DRAIN d STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL GORE, 2020 OTHERWISE NOTED. WATER RESISTANT (W.R) AT BATHROOMS AND WHERE DRAIN GOOKS AS REOV. HOSE 5I55 SHALL BE PROVIDED WITH BACKFLOW NEW YORK STATE PROPERTY MAINTENANCE CODE, AND 2020 NEW YORK ATTIC5 WITH 5TORA6E (MAX CLEAR HOT > 42") 20 sf 15 psf I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/ THE DEEMED APPLICABLE. PROTECTION. STATE ENERGY CONSERVATION CONSTRUCTION CODE. p NY5 MECHANICAL GORE AND FUEL 6A5 CODE ! �E D AP 3. 5/5", ONE HOUR RATED, TYPE 'X' 6YP5UM BOARD ON CEILING AND WALL5 INSULATION b. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUB5 ARE TO BE PROVIDED 2. REFERENCE STANDARD USED FOR ALL WOOD FRAMING, CONNECTIONS OF ROOMS OTHER THAN 5LEEPIN6 ROOMS 40 psf 15 psf ��. ,.� �`��, 2. ALL MECHANICAL SYSTEMS, APPLIANCES, >! EQUIPMENT 5HALL BE LISTED, (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET I. ALL EXTERIOR WALLS AND ROOFS.5HALL BE INSULATED WITH FOIL FACED WITH BACK FLOW PROTECTION. WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME � 3. ,--_`'�'�f� LABELED, d INSTALLED IN ACCORDANCE w/ MANUFACTURER'5 5PEG.'5 d CODE. FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. CONSTRUCTION MANUAL BY THE AMERIGAN FOREST b PAPER ASSOCIATION SLEEPING ROOMS 30 psf IS sf 0 ��'` ;,, , ' , IN EACH DIRECTION BEYOND THE UNIT(5). AL50 AT HEAT PRODUCING p p ,�� -) EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL FOIL TO BE PLACED TOWARD WARM SIDE. a. THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL (AFBPA) AMERIGAN WOOD COUNCIL (AWG). � �1 0'..', r, t - ,-A 3. ALL FUEL OAS SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS HEALTH DEPARTMENT STANDARDS AND REGULATIONS. ;z '��"�.^ .'tat-,' E_I CONCRETE PANELS OF 5/5' THICKNESS MINIMUM. :^r- . `S -, SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHU75 OFF THE FUEL 2. PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW YORK STATE STAIRS 40 psf IS psf <C C, . r',I C. SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHEM. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY 10. APPROVAL AND INSPECTION IS REQUIRED BY LOCAL JURISDICTION PRIOR PLUMBING GORE. * 1;,_,��a I� , 4. FINISH JOINTS J-BEADS, NAIL DIMPLES CORNERS, AND EDGES SHALL BE t, TAPED AND RECEIVE THREE GOATS OF JOINT COMPOUND. ALLOW 24 HOURS CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE TO CONGEALMENT OF PLUMBING. GUARDRAILS AND HANDRAILS 200 psf 15 psf - h•x"'r�a- 4. SUPPLY 8 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. FOUNDATION WATERPROOFING. 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED 11. NOTCHING AND BORING OF 5TUD5, JOISTS, RAFTERS AS PER BUILDING CODE. MECHANICAL CODE AND 2020 NEW YORK STATE FUEL 6A5 CODE. . 74�-' () TO AN R-VALUE OF AT LEAST (NY5 EGG R403.3): 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND 3. GENERALLY, UNLE55 NOTED OTHERN15E, INSULATE AS FOLLOWS: NO NOTCHING AND BORINO OF STRUCTURAL MEMBERS SHALL BE PERMITTED 12 psf FOR ATTIC I It, ALL OPENINGS. - a" R-30 FOR FLAT CEILINGS NOR ANY POTENTIAL DAMAGE THEREOF. 5. ALL ELECTRICAL WORK SHALL CONFORM TO 2011 NATIONAL ELECTRIC ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf FOR LATH. ¢ F {`� DUCTS 3"lP 4 GREATER, LOCATED IN ATTIC: R-5 - 5.25" R-50C FOR VAULTED AND CATHEDRAL CEILINGS CODE, NFPA -70 AND 2020 NEW YORK STATE ENERGY CONSERVATION I DUCTS UNDER 3"O, LOCATED IN ATTIC: R-b 6. FASTEN 6YP5UM BOARD AS PER FASTENING SCHEDULE ON PAGE 6-005. - 55' R-15 FOR 2`x4" WALL CONSTRUCTION 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE CONSTRUCTION GODS. DUCTS 3"(P d GREATER, OTHER PORTION OF BUILDING: R-6 - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED, A 4"x3" FLANGE *ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH DUCTS UNDER 3"4, OTHER PORTIONS OF BUILDING: R-4.2 - 5.25" R-21 FOR FLOORS SHALL BE INSTALLED TO RECEIVE THE FIXTURE HORN. ASCE '7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) HOLI�)ONN DETAILS T)"F I GAL_ NA I L_ I NO/STRAFE I NO RE U I REMENTS FOR FASTENINO 50HEDULE A ALL HARDWARE TO BE INSTALLED AS PER MANU. SPEG.'s;MANUFACTURER UI LIFT, SHEAR/ LATERAL. K I rL RES 15TAI (f.,E 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 REG2UIREMEN75, d **ALL STRAPPING TO BE (Y4"x 20 OAUGE** -- "SIMPSON" EQUIVALENT - 0520 (COILEDAND ROUGH OPENING FRAMING REQUIREMENTS) Q STRAP) ALL NAILING 15 A GENERAL SPECIFICATION, IT APPLIES UNLESS NOTED OTHERWISE 0 *USE IOd NAILS IF STRAP=INO IS OVER PLYWOOD; TYP. FOR ALL (SCHEDULE AS PER AWG 2015 WOOD FRAME CONSTRUCTION MANUAL TABLE 5.1) W W FASTENER SEC. FASTENER HOLDOWN A HOLDOWN B DESCRIPTION SCONNECTION AN QUANTIY AGINO —� L Q � LO FOFOUNDATIONST ROOF GE I L I NO FRAM I NO °' AT RAFTER TO RIDGE �"v � O I.DIM's ARE ALL MIN.We BASED ON USE OF ONLY A Ibd O CO CONNECTION: — '� COMMON NAIL w/o PREBORED HOLES. � ENDWALL ENDWALL -~"'� " RAFTER TO TOP PLATE (TOE-NAIL) SEE PACE 6-005 PER RAFTER N �; O (5) 2x FULL (3) 2x FULL CORNER STUD ..--"" r~ �" 2 2.lNOOD 15 ASSUMED TO BE D,F,#2 4 BTR. IN DRY USE p Z HEIGHT STUD\ HEIGHT STUD CONNECTED TO FOR STRAP - 3 8 d COMMON R.R. 2, iv SERVICE a c- 4 CORNER STUD CEILING JOIST TO TOP PLATE (TOE-NAIL) SEE PAGE 6-005 PER JOIST f`3 r CONNECTED TO TRANSFER SHEAR NAILS ® EA. END OF STRAP. 3.SHOULD THE WOOD IN USE PRESENT A SPLIT POTENTIAL A Q V N TRANSFER SHEAR _ (EVIDENT DURING INITIAL IN5TALLATION)PREP-ORE THE NAIL C "SIMPSON" HDaa FOR ROOF SLOPES UNDER 5:12 WITH �� • • • • • • HOLES,SET NEW MEMBER. CEILING JOI5T TO PARALLEL RAFTER (FACE-NAIL) SEE PAGE 0-003 EACH LAP p O CO HOLDOWN ANCHOR ® 2-I6d COMMON • • • J_ O 2-Ibd COMMON ROOF SPANS OF 24' OR GREATER LOCATIONS NOTED NAILS ® 6" O.G. 4END OF STRAP / • • • • • 4.NO MIXING OF NAIL SIZES OR TYPES ALLOWED GEILIN6 J015T LAPS OVER PARTITIONS (FACE-NAIL) q-Ibd COMMON EACH LAP C N NAILS ® 6' O.G. 4 ON PLANS 10" O.G.. IF BLOGKE ,,,,_/ USE 4 d COMMON NAILS ® EA. �7/ O" O.G. IF BLOCKED • • 5.SEE SECTION 6 FOP.ANY REQ'T TO CLINCH THE NAILS(TO Q CORNER POST CORNER POST . c IES �" TIG HTLY BOND THE END OF THE NAIL TO A q0° ANGLE,SEE COLLAR TIE TO RAFTER (FACE-NAIL) SEE PAGE 0-003 PER TIE a O "SIMPSON" HDaB THE ABOVE ASSUMES A RAFTER GRAPHIC BELOW) HOEDOWN ANCHOR ® SPACING OF 16" O.G.; FOR SPACINGS INb.DIMENSIONS ARE DERIVED FROM THE NDS COMMENTARY BLOCKING TO RAFTER (TOE-NAIL) 2-8d COMMON EACH END LOCATIONS NOTED a OF 24" O.G., INCREASE NAILING BY A GR 410N 12.4-PLACEMENT OF NAILS t SPIKE-15 d TABLE ON PLANS ° FACTOR OF 1.5. RIM BOARD TO RAFTER (END-NAIL) 2-I6d COMMON EACH END CONNECTION B1 B2 AT RAFTER TO TOP PLATE TO STUD WALL FRAM I NO L HOEDOWN INSTALLATION OPTIONS: CONNECTION: . •��..- FOR STRAP - 3 b d COMMON NAILS a EA. 52 TOP PLATE TO TOP PLATE (FACE-NAIL) 2-I6d COMMON 1 PER FOOT FOR NEW P. GONG. FOUND.'s ° ° � HOLDOWN CAST IN PLACE w/'7/a"4) THREADED ROD � I . END OF STRAP. • • TOP PLATES AT INTERSECTIONS (FACE-NAIL) 4-Ibd COMMON JOISTS - EA. SIDE FOR EXIST. P. GONG. OR NEWLY GURRED FOUND.'s • • e WHEN IN TOWN OF ISLIP OR NAILING I • Va"O THREADED ROD (PRE-DRILLED) EMBEDDED 12" INTO NOTE GEOMETRY EXCEEDS THAT PERMITTED IN CONCRETE w/ "SIMPSON" SET (HIGH STRENGTH EPDXY ---� B� • • MAX. NAILING GRID ABOVE UTILIZE • STUD TO STUD (FACE-NAIL) 2-Ibd COMMON 24" O.C. ADHESIVE), 4 FOR TEMP.'S O°F-40°F USE "SIMPSON" AT I 51MP50N #H2A (OR EQUAL) RAFTER TIE (HIGH 5TRENOTH ACRYLIC ADHESIVE) _ "^�- HEADER TO HEADER (FACE-NAIL) Ibd COMMON 16" O.G. ALONG EDGES ``'-,•... � FOR EXIST. /NEW G.M.U. (GONG. BLOCK) • TOP or BOTTOM PLATE TO STUD (END-NAIL) 2-I6d COMMON PER STUD FILL TOP 2 COURSES SOLID 4 CAST IN PLACE HOLDOWN USE SAME FOR TOENAILING - 3 8 d COMMON NAILS w/7/b"O THREADED ROD CONNECTION """---.. - ,� FOR G.J. TO R.R. - Q 16 d COMMON NAILS REQUIREMENTS FOR •--......._• BOTTOM PLATE TO FLOOR JOIST, BAND JOIST, 2-I6d COMMON 1,2 PER FOOT RAISED C.J.'s (WHEN " AT G.J. TO G.J. CONNECTION: ENDJOI5T, or BLOGKIN6 (FACE-NAIL) APPLICABLE) FOR EA. PLATE TO STUD ABOVE 4 OR BELOW H0LDOWN HOLDOWN 'D' 2 I6 d COMMON NAILS FOR G.J. TO G.J. - 41 I6 d COMMON NAILS FLOOR FRAMINO FOR NEW 4 EXIST. j/ < FOUNDATIONS FOUNDATION GONNEGTION GI (,2W JOIST TO SILL, TOP PLATE or GIRDER (TOE-NAIL) 4-Sd COMMON PER JOIST ® ONE STORY ONLY (�' FOR NEKLY POURED (5) 2x FULL ENDALL BRIDGING TO J015T (TOE-NAIL) 2-Sd COMMON EACH END ®+ HEIGHT STUD CORNER STUD CONNECTED TO n BLOCKING TO JOIST (TOE-NAIL) 2-8d COMMON EACH END TRANSFER SHEAR AT STUD TO FLOOR ASSEMBLY "SIMPSON" HDQS (3) 2x FULL i / o BLOGKINC TO SILL or HOEDOWN ANCHOR ® _ 2-I6d COMMON HEIGHT STUD �,.,..r-`' • l,/2 "'�--"'--•! TO STUD CONNECTION: 3-I6d COMMON EACH BLOCK LOCATIONS NOTED NAILS ® 6" O.G. 4 TOP PLATE (TOE-NAIL) ON PLANS O.G. IF BLOCKED CORNER POST G I FOR STRAP - 3 8 d* COMMON LEDGER STRIP TO BEAM (FACE-NAIL) 3-I6d COMMON EACH JOIST NAILS ® EA. END OF STRAP JOIST ON LEDGER TO BEAM (TOE-NAIL) 3-5d COMMON PER JOIST ° FOR EA. PLATE TO STUD ABOVE 4 OR 2-I6d rCNMCN BELOW - 2 I6 d COMMON NAILS NAILS ® 9,11 O.c. BAND JOIST TO J015T (END-NAIL) 3-I6d COMMON PER JOIST BAND JOIST TO SILL or TOP PLATE (TOE-NAIL) 2-I6d COMMON ' PER FOOT ° a �. ROOF SHEATHINO STRUCTURAL PANELS: INTERIOR ZONE ad COMMON 6" EDGE / 12" FIELD "SIMPSON" 5T D14 CONNECTION DI D2 i SOLID 6 PERIMETER EDGE ZONE ° ad COMMON b" EDGE /6" FIELD HOLDOWN INSTALLATION OPTIONS: BLOC BAY &ABLE ENDWALL RAKE OR RAKE TRUSS w/ ad COMMON 4" O.G. 's UP TO "I" RAKE OVERHANG FOR NEW P. GONG. FOUNI�� HOEDOWN CAST IN PLACE w/7/8"O THREADED ROD -•-~"'ter ~~�� • FOR EXIST. P. GONG. OR NEWLY CURBED FOUND.'s • AT STUD TO FLOOR ASSEMBLY TO SILL GE I L I NO SHEATH I NO "US":D THREADED ROD (PRE-DRILLED) EMBEDDED 12" IN70 PLATES) CONNECTION: I�)2 CONCRETE w/ "51MP5ON" SET (HIGH STRENGTH EPDXY t7 1/2" MIN. - I GYPSUM WALLBOARD 5d COOLERS -I" EDGE / 10" FIELD ADHESIVE), 4 FOR TEMP.'s O°F-40°F USE 'SIMPSON" AT FROM (HIGH STRENGTH ACRYLIC ADHESIVE) CORNER o FOR STRAP - 3 5 d* COMMON NAILS a EA. ONE #4 IED ON �._ SPECIFIED ON • END OF STRAP (WRAP STRAP UNDER SILL PL.) WALL SHEATHING D I o FOR EXIST. /NEW G.M.U. (GONG. BLOCK) TYP. FOUND. NOTE FILL TOP 2 COURSES 50LID 4 CAST IN PLACE HOLDOWN ° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - w/WWO THREADED ROD 2 16 d COMMON NAILS STRUCTURAL PANELS ad COMMON b" EDGE / 12" FIELD 9 d ° ° ALTERNATE CONFIGURATION - ABOVE STUD TO GYPSUM WALLBOARD 5d COOLERS 7" EDGE / 10" FIELD ° Q FLOOR CONNECTION w STRAP w/(3)/ # LPT4 SIMP50N (OR 8d NAILS® EA.END w NAIL I N O/S TRA��1 N O ,1�1,I N�O W/�O O R HEADER 5TANDARD/ALTERNATE EQUAL) ® PLATFORM TO SILL PLATES ` �-. OF E STRAP TO EA.JOIST IST-(FOR FLOOR SHEATH I NO (SUBFLOOR) 2 ALTERNATE USE 0 NOTATION: SIMPSON H23A) U A - NUMBER OF Sd NAILS ® EA. END OF 5TRAPPIN6 (2015 WFGM,TABLE 3.1, P. I89);WHEN 5TRAPP 6 CONNECTION E STRUCTURAL PANELS: REQUIRES OVER 14 NAILS,USE 51MP50N C516 STRAPPING (OR EQUAL). - -�" - I" or LESS: ad COMMON b" EDGE / 12" FIELD B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 5.255, P. ql) -- � GREATER THAN I": IOd COMMON 6" EDGE / 12" FIELD C - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER (2015 WFGM, TABLE 3.23C, P. 2q ; r ALTERNATE AS PER TABLE 3.23D,P. 203) ""--� • I - NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6" O.G. AT THE PANEL EDGE. W D D - NUMBER OF I6d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER ® EA. SIDE ALTERNATIVE NAILING 50HEOULF-5 SHALL BE USED WHERE WALL 5HEATHIN5 NAILING 15 REDUCED. Q A AT STUD TO FLOOR ASSEMBLY TO SILL (2016 WFGM,TABLE 3.1,P. 18q) PLATE(5) CONNECTION FOR EXAMPLE, IF WALL SHEATHING 15 NAILED 3" O.G. AT THE PANEL EDGE TO OBTAIN HIGHER G E - NUMBER OF JACK 5TUD5 ® EA. END OF HEADER(2015 WFGM, TABLE 3.22F, P. 288) ° SHEAR CAPACITIES, NAILING REQUIREMENTS FOR STRUCTURAL MEMBERS SHALL BE DOUBLED, OR F - NUMBER OF Ibd NAILS,END-NAILED THROUGH ADJACENT JACK STUD TO END OF SILL(5) ® EA. IDE ° a a9 ° SLAB ON GRADE APPLICATION: ALTERNATE GONNEGTOR5 SHALL BE USED TO MAINTAIN THE LOAD PATH. (DOES NOT APPLY TO DOORS) (2018 WFGM, TABLE 3.5,P. Iql) *..� a �� . 9 n a. 2 - WHEN WALL SHEATHING 15 CONTINUOUS OVER CONNECTED MEMBERS, THE TABULATED NUMBER OF PROJECT: NAILS SHALL BE PERMITTED To BE REDUCED TO I-I&D NAIL PER FOOT. B E— -•••.. ° � FOR STRAP - 3 8 d*COMMON NAILS ® EA. g - FOR ROOF SHEATHING WITHIN 4, OF THE PERIMETER EDGE OF THE ROOF, INCLUDING 4' ON EACH LAU R E L AV E IV U E END OF STRAP (WRAP STRAP UNDER SILL PL) FASTENING SCHEDULE B 51DE OF THE ROOF PEAK, THE * PERIMETER EDGE ZONE ATTACHMENT REQUIREMENTS SHALL BE F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS " �� a ° $° FOR EA. PLATE TO STUD ABOVE 4 OR BELOW - USED. (IN ACCORDANCE WITH WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION) �~""� ° 2 16 d COMMON NAILS LOT 1 M A NOTATION S I O NAOE FOR 7RU55 TYPE FRE—ENO I NEERED ROUGH A B G D E F G WOOD, AND/OR TIMBER GON5TRUG1ION OPNG THE FOLLOWING SIGNAGE SHALL BE AFFIXED TO THE ELECTRIC METER BOX ATTACHED 2375 LAUREL AVENUE 2'-O" 5 1 1 1 I I TO THE EXTERIOR OF STRUCTURE OR AFFIXED TO THE EXTERIOR WALL OF THE SOUTHOLD, N.Y. 11971 RESIDENTIAL STRUCTURE AT A POINT IMMEDIATELY ADJACENT TO THE ELECTRIC BOX OR 4'-O" 6 I 2 2 2 2 � I I I�� ® T® �LeT GABLE ENDWALL A LOCATION LIKELY TO BE SEEN BY FIRST RESPONDERS WITH APPROVAL BY THE PROVIDE (2) 2"xl0" HDR (MIN.) U.O.N. 6'-O" � I 3 3 3 3 l� 5RACING/57RAFFINO AUTHORITY HAVING JURISDICTION: DRAWING TITLE: (B) - REQUIRES SILL PLATES OF 2"xb" (MIN.) FOR RAKES 12"OR HOLDOWN ANCHOR BOLT TOP PLATE BLOCKING 2 f , 8'-0" 12 2 3 4 4 4 SPLICE TOP PLATE SPLICE REQUIREMENTS TOP PLATE SPLICE REQUIREMENTS BAYS BACK® BLOCKN5 a 112""o.c,. CONSTRUCTION TYPE DESIGNATION SHALL LEN6TII 4'-0" O.G. TO AGHEIVE RAKE O.H. BE "I", "II", "III", "IV", OR "V" TO INDICATE STRAPPING, & NAILING DETAILS I FOR WIND - EXPOSURES BAG - FOR WIND - EXPOSURES B4G - 10'-o" 14 2 4 5 5 5 ALL OTHER GASES ONE STORY SLAB ON GRADE ROOF THE CONSTRUCTION CLA551FICATION OF FASTENING SCHEDULE _\ F THE STRUCTURE UNDER SECTION 602 OF 12'-O" 16 2 5 6 6 6 BUILDING MINIMUM 5PLICF_1=,4 BUILDING MINIMUM SPLICE'-''` THE NY5 BG. DIMENSION (FT.) LENGTH (FT.) DIMENSION (FT) LENGTH (FT.) TYP. STRAP w/(3) PAGE: ad NAILS EA. END DESIGNATION FOR STRUCTURAL 12'-0" 2'-0"/2'-6" 12'-0" 5'-O" OF EA. STRAP 6 DIAMETER COMPONENTS THAT ARE OF TRU55 TYPE, I6'-0" 3'-O"/3'-q" I6'-o" 4'-0" ATTIC PRE-ENGINEERED WOOD, OR TIMBER A N C.,H O R BOLT S�E� G A T I O I` S CONSTRUCTION AS FOLLOWS: G-003m0u'0w"h 20-O 4-O /5-O 20-O' S-O - "F" = FLOOR FRAMING, INCLUDING BLOCKING 2 BAYS GIRDERS 4BEAMS SPECIFICATION (2015 WFGM TABLES 3.2A 4 5.25, P. 157 24-160) ,-O„ 4-O /5-O„ 24-O„ 6-O„ BACK m 4'-0" O.C. - "R" = ROOF FRAMINGFR FLOOR � ROOF FRAMING DATE: 01 19 24 CORNER 3q' - FOR ALL STRUCTURES: " c / / 3 0 F 19 CONDITION - . %110 ANCHOR BOLTS a 3a" O.G. 25'-0" 5'-0"/6'-3" 28'-O" 7 "'-0 . • 32'-0" 6'-O"/7'-6" 32'-0" iv SECOND FLOOR r NOTES: I.TABULATED SPLICE LENOTH5 ASSUME TOP PLATE-TO-TOP PLATE CONNECTION USING 2-I6d NAILS PER FOOT.FOR SHORTER SPLICE LENOTH5,THE NAIL SPACING SHALL BE REDUCED IN ORDER TO 40'-O" 8'-O"/10'-O" 40'-O" 11'-0" I. MIN. 7" EMBEDMENT INTO CONCRETE PROVIDE AN EQUIVALENT NUMBER OF NAILS BLOCKING 2 BAYS W 3" SQUARE WASHERS AND END NUT SETUP; „ �� ` '�,�J� , II I II I 'I I I BACK® 4'-O" O.G. 'a ( +� END „ 2.TABULATED SPLICE LENOTH5 ASSUME A BUILDING LOCATED 50-O 10-O /12-6 50-O 13-O s w� 0 CONDITION 15 EMBEDMENT FOR G.M.U. (BLOCK) FOUND. 4 FILL IN EXPOSURE B TYP. STRAP w/(3) STROKE TOP TWO COURSES SOLID ad NAILS EA. END ry 5.TABULATED SPLICE LENGTHS ARE BASED ON 8 FOOT WALL 60'-O" 12'-0"/15'-O" 60'-O" ib'-O" OF EA. STRAP Q '`f '�' `s 2. ANCHORS NOTED HEREIN ARE NOT TO BE USED FOR HEI6HT5 FOR OTHER WALL 5,H,THE TABULATED UNIT LATER MULTI AL LOADS SHALL BE MULTIPLIED BY H/8; FIRST FLOOR a t'":1, %!-� , PLAN DIAGRAM OF ZONES OR REPLACED BY HOLD DOW W N5 FOR SHEARALLS FOR ALTERNATIVE WALL HEIGHTS MULTIPLY THE ABOVE 70-O 14-O 70-O Iq-O 1�.�s: , NOTED MIN.SPLICE LENGTH BY THE FOLLOWING FACTOR 3. ANCHOR BOLTS ARE TO BE BETWEEN 6 4 12 (ADDITIONALLY,ROUND UP TO THE NEAREST FOOT): 80-011I6-O 80-O 22-0 FROM ENDS AND CORNERS (TWO a CORNERS) W WALL- 1.125 11 REFLECTIVE REFLECTIVE 'FOF N (SEE DIAGRAM TO LEFT) IO'WALL- 125 BLOCKING 2 BAYS II'WALL - I.515 THIS COLUMN w/MULTIPLIER BACK® 4'-0" O.G.' RED PANTONE WHITE 4. COORDINATE w/ HOLDOWN LOCATIONS I2'WALL - 1.5 FOR 10'-0" WALL #I87 4.TOP PLATES SHALL BE A MINIMUM OF STUD GRADE MATERIAL MISCELLANEOUS FRAM I NO ORAPH I GS OONTI NUOUS BUILT-UP ORDERS,RDERS, 3 OR MORE SUPPORTS (THAT EXCEED FRAMING STANDARDS, IT IS REG'D FOR FRAMER TO HAVE A F I REBLOGK I NC FOR FLATFORM WOOD FRAM NCB WORKING KNOWLEDGE OF THE AMERICAN WOOD COUNCIL [AWC] DETAIL BOOK CONNECTION PATTERN SCHEDULE ASSEMBLY REQUIREMENTS: (FOR ENGINEERED LUMBER [ie. WOOD I-JOISTS] SEE MANU. SPEG.'s FOR ADDITIONAL INFO.) AND ALL RELEVAN- PORTIONS OF THE RESIDENTIAL CODE) BETWEEN 1/6 CONNECTION s 1/4OFA WHEN GIRDERS MADE UP OF JOISTS NAILED IZ DESCRIPTION TOGETHER 51DE BY SIDE ARE CONTINUOUS OVER BLOCKING UNDER LOAD BEARING WALL PATTERN THREE OR MORE SUPPORTS, JOINTS ARE TO BE I. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE SERVES NON-LOAD BEAR I NO WALL OFFSET FROM SUPPORT A (2)ROWS lod NAILS• 12"O.G. MAX' 521, P LOCATED BETWEEN ONE 51XTH AND ONE QUARTER AS FIRE-STOPPING. w THE SPAN LENGTf- FROM AN INTERMEDIATE 2. FOR PLATFORM FRAME CONSTRUCTION: THE DOUBLE JOIST W STUDS STUD B (3)ROWS lOd NAILS a 12"O.G. SUPPORT. NO TWC ADJOINING JOISTS, NOR MORE SERVES AS FIRESLOPPIN6. SUBFLooR P THAN ONE THIRD THE TOTAL NUMBER, ARE TO BE (2)ROW5 1/2" 0 BOLTS m 12"O.C.STA66ERED; JOINTED ON THE SAME SIDE OF THE SUPPORT. 3. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND DOUBLE N SUBFLOOR G DBL.a ENDS TWO-PIECE PLATE SERVE AS FIRESTOPPING. Q L0 50LE: PLATE (2)ROWS BUILT UP 61RDER P MAX.52" NAILING: � M � D WS I/2" 4)BOLTS• Ib"o.G. SOLE PLATE TWO-PIECE GIRDERS ARE TO BE NAILED FROM ONE GO S GT O THE DOUBLE _ T_ O 4. FOR PLATFORM FRAME NTRUIN: E (2)ROWS 1/2" m BOLTS• 24"O.C. SIDE WITH IOd NAILS, TWO NEAR EACH END OF JOIST SERVES AS FIRE5TOPPIN6. o Cfl BETWEEN 1/6 EACH PIECE, OTHERS 5TA55ERED WITH A DISTANCE $ S. FIRE5TOPPIN6 SHALL BE 2 INCHES OF WOOD BLOCKING 'C N >� O F (2)ROWS 3-3/b"TRUSSLOCK SCREWS• 12"O.G. E 1/4 OF A OF 16 INCHES BETWEEN NAILS IN A HORIZONTAL OR, OF NONCOM-BUSTIBLE FILL. O C LO z SCREWED ON(I)SIDE OF MEMBER r- CI LINE; OR GIRDERS ARE TO BE NAILED FROM EACH a, ' 6 (2)ROWS 5-3/5"TRUSSLOGK SCREWS m 16"O.G. P 51DE w/ IOd NAILS, TWO NEAR EACH END OF EACH b. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE >, Xp U (V SCREWED ON(1)SIDE OF MEMBER " AND 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOIST, OTHERS STAGGERED w/ A DISTANCE OF 32 H (2)ROWS 5-5/6"TRUSSLOGK SGREW5• 24"O.C. BETWEEN NAILS IN A HORIZONTAL LINE. r- JOISTS SERVE AS FIRESTOPPING. p O m .� J015T SCREWED ON(1)SIDE OF MEMBER P O .� LO MAXIMUM OFFSET (2)ROWS 5"TRU55LOGK SCREWS m 12"o.G. THREE-PIECE 'T. FOR PLATFORM FRAME CONSTRUCTION: THE SOLE AND N O (" J BUILT UP GIRDER P MAX.52" THREE-PIEGE GIRDERS ARE TO BE NAILED w/ 20d 2 INCHES OF WOOD BLOCKING PLACED BETWEEN JOISTS Q O O JOIST DEPTH, d SCREWED ON BOTH SIDE OF MEMBER NAILS ON EA. 5ID= w/ TWO NEAR EA. END OF EA. SERVE AS FIRE5TOPPIN6. MATCHED SIZE OF BLOCKING (2)ROWS 5"TRU55LOGK 5GREW5 a Ib'oz. 4 UNDER NON-LOAD BEARING FIRESTOPPIN6 AND K 5GREWED ON BOTH SIDE OF MEMBER PIEGE, INCLUDING INTERMIDIATE JOINTS, AND w/ THE PARTITIONS ® 52" O.G. $LOCKING SND OTHERS STAGGERED w/ A DISTANCE OF NOT MORE 3 8. THE HEADER SERVES A5 FIRE-5TOPPIN6. L (2)ROWS 5"TRU55LOGK SCREWS m 24"O.G. BETWEEN 1/6 DOUBLE PLATE 5GREWED ON BOTH 51DE OF MEMBER a 1/4 OF A THAN 32" BETWEEN NAILS IN A HORIZONTAL LINE, 9. TWO-INCH WOOD BLOCKING OR THE EQUIVALENT SHALL p FOUR-PIECE CIDERS ARE TO BE ASSEMLED AS BE ADDED BETWEEN STUDS IN PARTITION ADJACENT TO CE I L I NO BRAG 1 NO STRINGER TO SERVE AS FIRESTOPPIN6. CANTILEVERED FLOOR I.BEAMS d HEADERS NOT NOTED WITH CONNECTION PATTERN ON SHOWN, AND NAILED w/ 20d NAILS A5 SPECIFIED GABLE ENDWALL PLAN SHALL USE CONNECTION PATTERN 'A'WHEN b"OR SMALLER FOR THE THREE-FIECE GIRDER. 10. THE SPACE BETWEEN A CHIMNEY AND GOMBU5TIBLE: FLOOR # CONNECTION PATTERN 'B'WHEN IO' OR LAReER P FRAMING SHALL BE FIRESTOPPED AT THE BOTTOM WITH t STUD 2.WHEN SCREWING OR NAILING FROM BOTH 51DE5 OF MEMBER- FOUR-PIEGE ANCHORING: 2 APPROXIMATELY I-INCH DEPTH OF NONCOMBUSTIBLE MATERIAL OFFSET FASTENERS 1/2"FROM ONE SIDE TO THE OTHER BUILT UP GIRDER HELD IN PLACE: BY METAL LATH OR WIRE FABRIC. SUCH GABLE END P GIRDERS ARE TO BE SECURELY ANCHORED TO I FIRESTOPPING SHALL NOT BE REQUIRED WHEN THE BOTTOM OF SUBFLOOR SOLE PLATE LATE CONTINUOUS ,�55 MASONRY PIERS, NAILED TO WOOD POSTS OR THE VERTICAL OPENING IS SEALED BY PLASTER ON THE CEILING LATERAL BRACE ® 6'O.G. BAND BOLTED TO STEEL COLUMNS. AND CHIMNEY. THE SPACE ABOVE THE FIRE-STOPPING SHALL BE 4 J015T 2) lod NAILS TRU55 OR LEFT UNFILLED 50 THAT HEAT FROM THE CHIMNEY CAN BE CARRIED AV4AY BY AIR I /� G G LOADED SHRINKAGE CRACKS OF THE INTERIOR FNTS MOVINO- INISH. PLASTER G AND OUT E LN6 ON AL N I L I NL/ P TTERNS OR SIDE D !�O D D B M (I�i . FLUSHB �tMS) PLATFORM FRAME CONSTRUCTION ON NONCOMBUSTIBLE LATH,EXTENDING TO CHIMNEY FACES, WILL SERVE 10)8d -LOCATIONS REQUIRUNG FIRE STOPPING- AS FIRESTOPPING. 00 NAILS FIRE- FIRm- WOOD FIRE5TOPPING FIRESTOPPINS ■ STOPPING STOPPING FIRE- FIRE- SOLE FA5TENING RECOMMENDATIONS FOR 51DE-LOADED, STOPPING STOPPING MULTIPLE-PIEGE MEMBERS JOIST * 5d COOLER NAILS m 10" O.C. NAILED' -IF BOLTED' F___'BLOCKIN5 2"x4" BLOCK NAILED TO EA.BRACE 2 ROWS Ibd 5 ROWS 16d 2 ROw515' 2 ROWS X�' 2 ROWSXs" ^ , `� VMnG� w/(4) Iod NAILS COMMON COMMON BOLTS a 24' BOLTS BOLTS FIRESTOPPING WHEN •12"O.C. a 12"O.C.' O.G.sT •12"O.G. O b"O.G. COVERING 15 APPLIED e- STUD GYPSUM BOARD 20 ga.STRAP TWO ROWS 12"O.G. THREE ROWS 12"O.G. ,a..' TO UNDERSI�15T5 r/� LOCATION I LOCATION 2 LOCATION 3 LOCATION 4 < `n OF DOUBLE PLATE * (10) bd NAIL ° ° ° ° ° ° 5d COOLER NAILS® 10"O.C. BEAM SELECTION w/ STD. NAILING JOIST SHALL BE LOCATED DIRECTLY * ° ° ° ° ° ° ° ° LOCATION NOTE: ENDWALL STUDS AS NOTED IN NOTES -i $ 8 s ALTERNATE cL (D OVER STUDS UNLESS TOP PLATE IS DENOTES ALT.FOR USE OF DRYWALL SCREWS �� FIRESTOPPING OF GIRDER NONCOMBUSTIBLE 4' a EDGE/12 o FIELD FULLY BLOCKED I.TOP AND BOTTOM ROWS SHOULD BE 2'FROM EDOE5 WOOD FIRESTOPPIN6 DESIGNED TO CARRY THE LOAD SCREWS#6 - V4"TYPE W ORS ES FIRESTOPPING LOCATION 5 LOCATION b 2.BOLT HOLM ARE TO BE THE SAME DIAMETER AS THE BOLT AND SHOULD BE LOCATED 2' TWO ROWS 24"O.G.STAGGERED TWO ROWS b"O.G. , FROM THE TOP AND BOTTOM OF THE MEMBER.EVERY BOLT MUST EXTEND THROUGH THE FULL ;:•, INTERIOR STUD DETAIL THICKNE55 OF THE MEMBER.USE WASHE NU RS UNDER HEAD AND T. O o 0 0 0 0 0 0 0 0 OVERLAID ROOF 5.STA66ER EACH ROW OF FASTENERS BY 12'. O O O O O O O O O 2"SPACE NOT ATTACHMENT Q VALLEY 4•FOR A THREE-PIECE MEMBER,THE SPECIFIED NAILING 15 FROM EACH SIDE. TO BE FILLED ® NONCOMBUSTBLE FIRESTOPPIN6 5.FOUR-PIECE MEMBERS SHOULD ONLY BE USED WHEN LOADS ARE APPLIED TO FIRESTOPPING u \ APPROX.1 INCH THICK BOTH SIDE OF THE MEMBER b.VALUES FOR NAILING CONNECTIONS MAY BE DOUBLED FOR b'O.G.OR TRIPLED FOR 4'O.G.NAIL SPACING. LOCATION -I � STD.NAILING FOR TOP LOADED MULTIPLE-PIECE BEAMS: FIRESTOPPIN6 STRAPPING w/ LOCATION 4l 4 bd NAILS �'2 ROWS OF Ibd COMMON NAILS(12'O.GJ FOR DEPTHS I2'OR LESS LOCATION b ® EA. END a R.R. b.5 ROW5 OF Ibd COMMON NAILS(12'0.0)FOR DEPTHS OF 14",Ib't 16'. LOCATION 10 FULL WIDTk 2" BLOCKIN6 ZO F- 0 GONSTRUGTI ON DETAILS Jill ND LOAD f'ATH GONNEGTI ON DETAILS TOP PLATE DRILL 2"1P INTO Poor- INTERSECTION DETAIL xI5T. OR NEw DEC<FOR STRAPPING INSTL. NOT TO SCALE NEW R.R. SET w/ R.R.BELOW UPPER TOP PLATE LAPS 4 loci NTINUOUS LOWER TOE NAILS NOTED CONT.BLOCKING TOP PLATE SPIKED TO R.R.'s o ALIGN NEW $ EX. R.R. AS SHOWN KING STUDS PLAN VIEW NOTE: SIMILAR® 'SHED' WOOD JO I5 WOOD JO ROOF,R.R. IN LINE CRIPPLE STUD BLOCKING JOIST HANOE HEADER GENERAL REQU I REMENT5 FOR GENERAL REGU I REMENT5 FOR Z W INSTALLATION OF CLINCHED NA I L5 INSTALLATION OF TOE-NAILS GIRDER/HEADS WOOD GIRDER JACK STUDS j MAIN MEMBER WOOD JOIST 2 JOIST FRAMING OVER WOOD OI RDER JOIST FRAMING FLUSH WITH GIRDER/HEADER TYP I GAL HEADER CONNECTION I. TOE-NAIL5 SHALL BE DRIVEN ® AN ANGLE OF PROJECT: v1AM.x s APPROX. 50° w/THE MAIN MEMBER $ STARTED APPROX. X3 THE LENGTH OF THE NAIL FROM THE MEMBER END, LA U R E L AV E N U E I. NAILS SHALL BE DRIVEN PERPENDICULAR TO AS SHOWN ABOVE THE MEMBER, STRAIGHT THROUGH AND BENT OVER A MIN. OF (5) NAIL DIAM.'s AT A 90° ANGLE 2. THE MIN. PENETRATION OF THE NAIL IN TO THE MAIN LOT MEMBER, FOR THIS APPLICATION,SHALL BE AT LEAST 51X TIMES THE DIAM. OF THE NAIL RAFTER 5. TO AVOID 5PLITTIN6, NO MORE THAN 2 TOE NAILS SHALL BE INSTALLED IN EA. SIDE OF A RAFTER OR CEILING J015T WALL STUD WALL STUD WHEN FASTENED TO A 2"x4" TOP PLATE OR 5 TOE NAILS BOTTOM PLAT BOTTOM PLAT 2375 LAUREL AVENUE IN EA. SIDE WHEN FASTENED TO A 2"xb" TOP PLATE. BATHTUB SUB FLOOR DOUBLE JOIST DOUBLE JOIST TOP PLATE SOUTHOLD, N.Y. 11971 C.-HIM. CHASE SECUR I NO © STD. SIDE WALL DRAWING TITLE: WALL STUD FRAMING GRAPHICS BEAM CONNECTION PATTERNS NOTE: FIREBLOCKWG DETAILS (SIM. ® CHASE WITHIN PLANE OF ROOF DOUBLE JOIST FOR UNDER A BATHTUB DOUBLE JOIST FOR NON-BEARING WALLS ALTERNATIVE RAFTER TO WALL STUD CONNECTION w/STUD5 TO ATTIC FLOOR $ BLK'6 TO R/L SIDES w/5TRAPPIN6 TO R/L 51DES) O to PAGE: TOP PLATE ® O N WIND RESISTANT GONSTRUC.,T I ON CONNECTORS CHIM.CHASE WALL Z b 0 CONNECTION LOCATION: PART NUMBER: NOTES: G-0 o Q RI DOE-TO-RAFTERS C520 © 21 " APPLY TO EACH PAIR OF RAFTERS lu a o Q ® RAFTER-TO-WALL H"7 APPLY TO EACH RAFTER DATE: ,L Z . 01/19/24 w 4 OF 19 Roo> o o a RAFTER-TO-PLATE H8 or H2.5 APPLY TO EACH RAFTER X-1z REG'D BLOCKING p O _ _ �� TO ALIGN w/STRAPPING Q�w DL PLATE TO WALL STUD CC 18 APPLY TO EACH WALL STUD ® EA. LEVEL ABOVE w N THE FIRST FL. ® z w K 2ND. FLOOR WALL-70-I5T. FLOOR WALL LFTA or 0520 ® 56" APPLY TO EAc'�H WALL STUD FLOOR/GL6. ® O HEADER-TO-JACK STUD G520 12" APPLY TO EACH JACK STUD CRIPPLE STUD-TO-HEADER H5 APPLY TO EACH CRIPPLE STUD SHEAR WALL HOLDDOWN ANCHOR 55TB16 APPLY TO EACH SIDEWALL END N> �' �� - \ IST. FLOOR-UNDER-SILLWRAP UNDER DOUBLE SILL PLATE ��✓ Q PLATE G520 (USE WITH 5" SUARE WASHERS) �T� a'' .ACC) SIDE VIEW PLAN VIEW USE THE FOLLOWING OR APPROVED SIMPSON METAL CONNECTORS FOR PROPER WIND RESISTANT CONSTRUCTION. FOLLOW MANUFACTURE'S RECOMENDED INSTALLATION INSTRUCTIONS TO ACHIEVE MAXIMUM UPLIFT LOAD CAPACITY. 0E I ERANL S I t,-lE3OL <E I : EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.O. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W J � NEW I-HR FIRE RATIED ® MIN. (2) 2"x4" STRUCTURAL Q M N WOOD FRAME (L.G. STL. P05T FOR 4" WALLS Of 0')WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL NEN .2-HR FIRE P05T FOR 6" WALLS), U.O.N. O WOOD FRAME(LR.G.,5TDL. O WHEN APPLICABLE) 0 C �� z ' d' 0 0 1 FOUNDATION PLAN NOTES 2'-2" 2r'-T" Io'-3" 25'-0" o co Lo N O A5 PER COVENANT5 4 RE5TRICTIONS DATED 5TH - - - - - - - - - - - - - - - - - - - - - - - - - - - - - Q OF MARCH 2O25: I. ALL UTILITIES, INCLUDING BUT NOT LIMITED TO ELECTRIC, GAS,TELEPHONE, CABLE AND WATER, MUST BE LOCATED UNDERGROUND _ - 2. UNDERGROUND STORAGE TANKS ARE PROHIBITED, EXCEPT TH05E WITH SPILL, OVERFILL AND O CORROSION PROTECTION REGUIREMENT5 IN PLACE • I PROVIDE (2) NEW FURNACES:. O I. UNITS BY "RHEEM" OR APPROVED EQUAL Q I I O 2.PROVIDE 4-TON UNIT FOR 15T 1=LOOR "ZONE 1" d "ZONE I PATIO ABOVE 2";UNIT LOCATED IN BA5EMEN-r I (V Q' �..ds 5.PROVIDE 3-TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 4.VENT THROUGH WALL 5. F.A.I. THROUH WALL S ■ 6.INSTALL AS PER MANU. SPECS. NEW MECH. AREA: L- - - - - - - - - - - - - - - - - - - - - - - - - I W O I. INSTALL ALL INDICATED EQUIPMENT AS PER MANU. SPEC.'s 2.MAINTAIN 30"x30" CLEARANCE: IN FRONT OF MECHANICAL UNITS AS PER NY5 MG 506.1 5.MAINTAIN ALL APPLICABLE VENTING CLEARANCES . - - - - - - - - - - _ I O REQUIRED PER NY5 MG 504. r I m 4.IF APPLICABLE, DISCONNECT,REROUTE, d RECONNECT 4 I I ry EQUIPMENT TO EXIST. PIPING AS REO.'D. TYPICAL MECHANICAL AREA NOTES: I I I I I BURIED PROPANE LINE L r 1. FR. EC��AL) PROVIGlE I/2" GONG. BD. BY "DUROGK' F-I 2. FOR WD. FR. WALLS - PROVIDE (1) LAYER OF 5/5"TYPE "X" 6YP. BD. UL U505 (OMIT ON GONG. WALLS) _ i' I �` i; . f3. WHEN NEW, INSTALL FURNAGE/BOILER AS PER MANU. p 5PEC.'s AND AS PER NY5 MECH. AND FUEL 6A5 CODE - - - - - - - ' _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 4. WHEN EXIST., MECH. EQUIP. SHALL BE VERIFIED THAT K1 -FI J . O <' IT CONFORMS TO NY5 MECH. AND FUEL 6A5 GODS :r ; ,a '; �� ;..' ' ;.'.. ? •; '. �'�•' I 5. COMB. AIR VOLUME AS PER MANU. SPEG.'s - PROVIDE FRESH AIR INTAKE FROM EXTERIOR 6. MAINTAIN OR PROVIDE FURNACE/BOILER ELECTRICAL I 3 EMERGENCY SHUT OFF SWITCH -T. FOR 6A5 SERVICE, PROVIDE 6A5 SHUT OFF SWITCH b. LOCATES MECH. EQUIP. TO ALLOW FOR PROPER - CLEARANCES AS PER CODE �n q. PROVIDE 3 FLOOR DRAIN IF REG'D BY EQUIPMENT d Q CONNECT TO SANITARY SYSTEM AS PER NY5 pZ I F - - 7 PLUM5IN6COVE �>r - - - - - - - - - - , 1- 7 F -1 10.APPLIANCES JOINED THROUGH A COMMON NATURAL DRAFT VENTING SYSTEM SHALL COMPLY WITH ALL ' ': .' I mEl SECTIONS OF 2020 NY5 RC, &2421. - - - - - - - °� L t -J I i L I J UNDER-FLOOR AREA VENTS 3 I L - - J UNDER-FLOOR O NEW VENT w/MIN. I S.F. NET VENTILATION OPENING PER ( VENTILATION I 6 2020 IRG R405; INSTALL AS PER MANU. SPEC'5 WITHIN I BASEMENT FLOOR I SEE SITE PLAN V-O" OF BUILDING CORNERS I UNCONDITIONED; UNFINISHED SPACE I ( AREA 2234 S.F. I I FOR PROPANE FREEZE PROOF HOSE BIB: `: O4 FASTENED w/ MASONRY ANCHOR'S (PRECISE I TANK LOCATION � REQ. S.F. PROV. 4 REa'D 14.a S.F. o.o S.F. q LOCATION T.B.D. IN FIELD - CONSULT w/OWNER) q'-O" WALL VENT ELECTRICAL PANEL: I HGHT. O5 NEW 200 AMP ELECTRICAL PANEL LOCATION; AL INSTALLATION AS PER NY5 ELECTRICAL CODE. I I I K • L BURIED PROPANE TANK: I I F 7 O6 I. PROVIDE NEW 1000 GALLON BURIED PROPANE TANK I I I I I I I 2.INSTALL AS PER MAU. 5PEG.'S 3.INSTALL MIN. 10'-0" FROM DWELLING,SANITARY 4 STORM L J L -I- -J WATER STRUCTURES, 6 BURIED UTILITY LINES;REFER TO 51TE PLAN FOR INSTALLATION LOCATION. OWATER HEATER I �_�_. _-.-J .__-. _....._____.. I- -I- � NEW RHEEM PERFORMANCE HIGH DEMAND 100 GAL. PROPANE WATER HEATER(OR APPROVED EQUAL). 1. VENT THROUGH WALL. 2.F.A.I. THROUGH WALL. L J I L J r- - - - - - - - - - - - - - - - - - - - - " w 3.INSTALL PER MANU. SPEC.'S - I I I I ( I! I I O DOOR NOTE: I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT _ U - 8 2.INSTALL NEW EXTERIOR ' (O REQUAL). i i I I O - - - - - - -I- - - - - - - - +• I w ` ON PLANS BY 'JELD-WEN' (OR 5 WHEN GALLED OUT I ,, ON PLANS BY 'THERMATRU', 'ANIDERSEN' (OR EQUAL). L J 3 PROPOSED;SEE NOTE DOES NOT DE I NATIONS $ DOOR SCHEDULE. 4CATE EACH NEW DOOR '-O" A-401 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR 4 I I I I Q WALLS,U.O.N. I I 001 NEW UP (IERI ® I I I p 5. INSTALL AS PER MANU SPEG.'s 6.PROVIDE (2) 2"xl0" HDR., U.O.N.. ( 1. SEE PAGE 6-003 FOR ALL OTHER FRAMING ',•' `{' PROJECT: ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. A-401 P OJ EC : wlNDowNOTE: I o02 L J - - - - - - - - - - - - �- Oq I. ALL NEW WINDOWS d DOORS SHALL BE ANDERSEN I I I I I LAU R E L AV E IV U E CASEMENT, DOUBLE-HUNG, OR SLIDING (AS NOTED). INSTALL AS PER MANU. SPEC.'S. 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; - - - - - _ - _ _ _ -I ' r I I LOT 1 SEE DE516NATION5 d WINDOW SCHEDULE. 3 O b I 5 3.FOR SUBSTITUTIONS, SEE NOTE #q IN &LASS WINDOWS AND DOORS" ON PAGE 6-002,• 7. 4.ALL CASEMENT WINDOWS To HAVE 5T'RAI6HT ARM HINGE. L 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH 6.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: b.l. FOR ALL SKYLIGHTS a OPERABLE PANELS OF I I 6ARA6E SLAB I `fl 2375 LAUREL AVENUE 5WIN61N6, SLIDING, $ BIFOLD DOORS I I I I I I I I I I SOUTHOLD, N.Y. 11971 6.2. WITHIN IS" OF F.F. i 6.5. WITHIN 24" OF A DOOR 6.4. WITHIN STAIRWAYS d WITHIN 56" OF A LANDING - - - - I I ( I I - 6.5. WITHIN TUB/SHOWER ENc:LO5URE5 DRAWING TITLE: 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 - PORGH ABOVE I I VENT T. SEE PAGE 6-005 FOR FRAMING ELEMENTS AROUND ' I I PROPOSED FOUNDATION PLAN WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM I I I "I cV F.A.I. in (2) 2 xIO HEADER U.O.N. 8.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R512.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS '. LESS THAN 24" ABOVE F.F., TWAT ARE MORE THAN'12" - - - - - - - - - - - - - - - - - ABOVE &RAVE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRE55NOTE: - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - IN COMPLIANCE WITH NEW PORK STATE BUILDING I I I I PAGE: CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF EGRESS SHALL BE FOLLOWED: UNDER-FLOOR SEPTIC CONNECTION Q VENTILATION I L_ - - __ - - - - - - - - - - - - - - - - - - - - NET CLEAR OPENINO........... 5.-I S.F. I a In 0 0 NET CLEAR HEIGHT............... 24" MINIMUM 0 FLOOR Ibq S.F. NET CLEAR WIDTH................. 20" MINIMUM AREA + r CVQ' % REG. S.F. ROV. - - - - - - - - - - - - - - - - - - - - - - - - - - -- VENT p o. S.F. DATE: 01 19 24 WATER SERVICE LINE BURIED / / 5 OF 19 ELECTRIC, LINE O_ Q I O'-V. FROPOSEI� FOUNDAT I N PLAN Al SCALE: 1/4" = P-O„ NA F OF N SEE FADE A- 104 FOR N NDOA SENERAL S"',rtv15OL E*%llr : _ EXISTING TO BE DEMOLISHED WOOD FRAME (L.6. 5TL. 0.. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL 0 STL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. 5TL. ® POST FOR 4" WALLS Q Lo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL P05T FOR b" WALLS), U.O.N. O NEW 2-HR FIRE RATED CD WOOD FRAME (L.G. 5TL. Ct 04 }; O WHEN APPLICABLE) 2-�_7 O C_ LO Z d U CV O o - - - - - - - - - - - - - - - - --� o O O m .� C-00 FLOOR PLAN NOTES I I NO O DOOR NOTE: A/C CONDENSERS: 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/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', 'ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR I I NATURAL LIGHT 4 VENTILATION 3.NOTE DOES NOT INDICATE EA014 NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. (HABITABLE SPACE) PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL &ROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/ WEIGHT RATING m I 0 WALLS, U.O.N. SUFFICIENT TO ACCOMMODATE GROSS WEIGHT OF I N Q i FLOOR AREA 251 S.F. 5. INSTALL AS PER MANU 5PEC.'s CONDENSER. 6.PROVIDE (2) 2"xIO" HDR., U.O.N. 5. ALWAYS LOCATE CONDENSER 10' MIN. FROM ANY OAS S.F. REG. S.F. PROV. 6 1. SEE PACE -003 FOR ALL OTI4ER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOWS/DOORS 26 5 ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. I I LIGHTING;MIN. 8% 3'-8 2" 3'-6" 3'-6" 3'-8y2" OF FLOOR AREA 18.5 S.F. 62.5 S.F. O STAIR 4 RAILING NOTE: 2 PROVIDE (2) NEW FURNACES: VENTILATION;MIN.I. ALL NEW STAIRS SHALL HAVE MAX. 8-I/4" RI 4 MIN. 10" 12 I. UNITS BY "RHEEM" OR APPROVED EQUAL G G 4% OF FLOOR AREA 9.2 S.F. 14.0 S.F. Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE I" 4 "ZONE 2. 6REATE5T RISER HEIGHT IN A FLIGHT OF STAIRS SHALL 2";UNIT LOCATED IN BASEMENT m NOT EXCEED THE SMALLEST E'lY MORE THAN ". 3. PROVIDE 3 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 1C76 ' 3. HEADROOM IN 5TAIRWAY5 SHALL BE AT LEAST 6-b". ATTIC I 4 10'-101, " 4. STAIRS SHALL HAVE THE FOLLOWING CLEAR WIDTHS: 4.VENT THROUGH WALL , 4.1. BETWEEN CLEAR HEIGHT 4 HANDRAILS: 36" MIN. 5. F.A.I. THROUH WALL �i ® tt1 4.2. BELOW HANDRAIL, RAIL ON ONE 51DE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. m (L -4, I6'-5" ?'_O.. 4.5. BELOW HANDRAIL, RAILS ON BOTH SIDES: 27" MIN. S. HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN „ „ NA URAL LIGHT $ VENTILATION 6" ONE SIDE OF EACH FLIGHT OF: STAIRS CONTAINING FOUR 13 NEW 4 x3 ALUM. DOWNSPOUT (TYP.) WHITE LIVING ROOM 3'-b" 4'-5" 3'-6" 3'-6" ♦ , OR MORE RISERS, AND WHERE SHOWN ON PLANS. (HABITABLE SPAGC,E556.4 S.F.) GGT b. 6UARDRAIL5 SHALL BE PROVIDED FOR OPEN-SIDED r NEW LAUNDRY GLOSET/ROOM: FLOOR AREA C S.F. WALKING SURFACES LOCATED MORE THAN 50" ABOVE O F FINISHED FLOOR OR GRADE, tb WHERE SHOWN ON PLANS. 14 I. NEW WASH /DRY HOOK UP _ 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s O MVP♦� 1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO S.F. REG. S.F. PROV. c w/51ZE OF EQUIP. 6 4 113 ALLOW PASSAGE OF A 4' _SPHERE;36 HIGH 3.PROVIDE HOOK UPS A5 REG'S PER MANU. HANDRAIL 4 SPINDLE 5PAGINC NOT TO ALLOW L161-I IN6;MIN. 8% 4 PASSAGE OF A 4" 0 SPHERE. OF F OOR AREA 0.0 S.F. 0.0 S.F. o m iV 8. 6RIPPABLE RAIL AS PER CODE. DRYER EXHAUST NOTE: NATURAL LIGHT $ VENTILATION DW m 9. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR VENT CATION;MIN. 0.0 S.F. 0.0 S.F. (HABITABLE SPACE) 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4% OF FLOOR AREA I ® I I OPENINGS &' WOOD TREADS, RISERS 4 TOf'RAIL; METAL 3. DUCT SIZE AS PER MANU. 12-2 I6 FLOOR AREA 1107 S.F. GT ® SPINDLES 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER S.F. REG. S.F. PROV. / I I f I ,-(�q Y ' ' 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHINri CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO p ,� VENT CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM z ® LIGHTING;MIN. 5,% KITCHEN L - � Q �B WOOD TREADS, RISERS 4 TOPRAIL 4 51-INDLES SHALL BE LIMITED TO SINGLE LENOTH5, NOT TO Q B B '� '�` B OF FLOOR ARE' 88.6 S.F. 384.o S.F. 210 S.F. I Ln BEDROOM 2 EXCEED 8 FEET AND SHALL BE LISTED AND LABELED w r VENTILATION;MI IN ACCORDANCE WITH UL 2155A. z c+� [4% OF FLOOR AREA 44.3 S.F. 84.0 S.F. I xxx S.F. - Wi SMOKE DETECTOR / CO DETECTOR NOTES: 4'-0" BEDROOM 2 6.EXHAUST DUCTS SHALL BE MIN O.OI6' THK RIGID O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT = II-9" I O ATHROOM 2 METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS 231.8 S.F. SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST ' I 60 S.F. HARD WIRED TO EACH OTHER w/BATTERY BACKUP. DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL 2.INTERCONNECTION BETWEEN NEW 4 EXISTING DEVICES QQ SHALL NOT BE REQUIRED WHERE EXI5TIN5 ALARMS SCREWS I I X O O 0 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER Q ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE B BEDROOM I I I O 3.PROVIDE SMOKE/CO DETECTORS AS INDICATED, AND MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 Ib5b S.F. PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45" BEND AND 5 FEET FOR EACH a0" r \ 4.SMOKE /CO DETECTORS TO MAINTAIN V MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES - - - - ( 112 O HORIZONTAL SEPARATION FROM 5UPPLY/RETURN DUCTS N NOT INCLUDE THE TRANSITION DUCT. Ilp 1 6" • 4 OPENINGS TO BATHROOMS wi SHOWER OR TUB. O 10'-5y2 5. INSTALL ALL AS PER MANU. SPEC.'s - b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR ' O N IN COMPLIANCE WITH LOCAL CODE THERMOSTAT: 4 1 I - I III 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: WINDOW NOTE: - ZONE 1: FIRST FLOOR O I. ALL NEW WINDOWS 4 DOORS 514ALL BE ANDERSEN - ZONE 2: SECOND FLOOR CASEMENT, DOUBLE-HUNG, OR ELIDING (AS NOTED). 2. H.O. TO SELECT MODEL; INSTALL AS PER WALK-IN INSTALL AS PER MANU. SPEC.'S MANUF. SPECS cV THROD IGL05ET ° 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; 8 25.4 S.F. 60 S.F. _ SEE DESIGNATIONS 4 WINDOW 50HEDULE. dJ in 3.FOR SUBSTITUTIONS, 5EE NOTE :09 IN "GLASS WINDOWS 16 NEW GAS FIREPLACE INSERT. CONNECT AS PER DINING ROOM........... -- - - - 15 109 6 I � 7'-0" AND DOORS" ON PAGE 6-002. O MANUFACTURER'S SPECIFICATIONS AND NY5 STATE ----------- 01._611 316 3 S.F. " u _ 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY .I` b-II 7-8 i�--3-I� �Pf" L- _ - - VENT 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING. 6.IN GENERAL, TEMP. GL. SHALL BE PROVIDED: 2 107 iV r, 6.1. FOR ALL SKYLI&HT5 4 OPERABLE PANELS OF - VENT SWINGING, SLIDING, 4 BIFOLD DOORS ELECTRICAL METER: WALK-IN 1O3 0 x ry SHELVES 6.2. WITHIN 18 OF F.F. 17 INSTALL NEW ELEC. METER AS PER NYS MECH. CODE, 4 CLOSET O NEW DIN - , � _ (Ib) RI ® r PANTRY ,' :.:,• N 6.3. WITHIN 24" OF A DOOR UTILITY CO. STANDARDS 39 S.F. - - - 6.4. WITHIN STAIRWAYS WITTHIN 36" OF A LANDING 3 / t 7.5 B 115 S.F. . ; 13'-2" i w 6.5. WITHIN TUB/SHOWER ENCLOSURES in * ° . �t 2 6.b. SEE ALSO GENERAL NOTES ON PAGE G-002 IRRIGATION, LANDSCAPING AND FERTILIZER \' 14 ,. 4 20'-0" o 1. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND . _ U WINDOWS (TYP. FOR ALL) U.O.N,:PROVIDE AT A MINIMUM RESTRICTIONS AS PER GOVENANT5 4 RESTRICTIONS I NEW UP in N 3'-6" _ DATED ETH MARCH 2O25: = - Ob) RI ® ' z MUDROOM = - - - - - - - - - - - - - - (2) 2"xl0" HE U.O.N. N p „ I ='r 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER r` I ' GL 102 FOYER t 7.5 ! F 85.4 5!-. -„Ik NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEI&HT5 I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT ;fl L,104 3'-I" LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" OVER-WATERING ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR BUILDING EXTERIOR. PESTICIDES 15 PROHIBITED 108 w EGRESS NOTE: 3. THE USE OF NATIVE,DROUGHT-TOLERANT PLANTS ARE E COMPLIANCE WITH NEW PORK ESTATE BUILDING REQUIRED IN LANDSCAPING b'-O' 105 p 4.THE USE OF FERTILIZER PRODUCTS CONTAINING _ 2 � CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NITROGEN, PHOSPHORUS OR POTASSIUM IS PROHIBITED - (V z v 14'-3" I I 114 E&RE55 SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL 1 O w I PROJECT: NET CLEAR OPENIN&........... 5.7 S.F. 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE `s tQ IOI NITROGEN IS NO MORE THAN 20% OF THE TOTAL I NET CLEAR HEIGHT............... 24" MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS - - - - - - - - - J LAU E L AV E U E NET CLEAR WIDTH................. 20 M1141MUM 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE � 9 � � L - - - - - - - FEET IN ANY ONE APPLICATION, WITH A GUMULATIV dJ PROVIDE ; £ a LOT TYPICAL BATHROOM NOTE: = / O _ 2 GAR ARAGE APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 /�v 2'X6 i 560 S.F. O I. WALL BOARD SQUARE FEET PER YEAR 15 PERMITTED 5 WALL FOR 2-6 -->k- -� 2 3-1 I'1 '` s I.I. INSTALL MOISTURE RESISTANT GYPSUM BOARD IN -1. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS t 12-7 _ - PLUMBING - DEN ALL BATHROOMS 15 PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A II BATHROOM I _, III III ib2.l S.F. m I 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND 501L TEST SHOWS THAT THE LAWN DOES NOT HAVE TUB SURROUNDS ENOUGH PHOSPHORUS VEN - - G d I C 2. SHOWER FLOORS 8.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS - - _ _ _ _ _ _ _ _ _ _ _ _ 2375 LAUREL AVENUE 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP ~'>I '', = p° F 2.2. CONCRETE MUD-SET (SLOPE I/8" PER FOOT " `�, D 2.3. HATER O PROS IIN) UPRANE TO COVER SHOWER � OC� A B � I 8 � I I SOUTHOLD, N.Y. 11971 FLOOR, WRAP DRAIN 4 ATLEA5T IS" UP WALLS p 5'-qY2" 5'-�2" _ _ - G �" G �" o DRAWING TITLE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: O VENTILATION IS NOT MET BY MEANS OF NATURAL 90% OF THE PERMANENTLY INSTALLED NEW LIGHTING m q p m I I 115 CIRCULATION THROUGH WINDOWS OR DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, ❑ PROPOSED FIRST FLOOR PLAN OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AS PER 2020 NYS EGG R404.1 405.5.2.5; INSTALL AS PER MANU. SPECS NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: G D C D D G O ALL NEW PLUMBING FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING - - - - - - - - J 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 NYS EGG 4 NEW FLOOR: R403.4 4 R403.5: _ PAGE: O I. NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); t:: SCREW PERIMETER OF SHEATHING b" O.G. 4 12" O.G. ® I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING INTERIOR. FLUIDS >105°F OR <55"F (R403.4) (V 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETER Q YH H H 3. PIPING SERVING MORE THAN (1) DWELLING UNIT A-102m00 NEW TILE FLOOR: 4. PIPING LOCATED OUT5IDE CONDITIONED SPACE 5'-8" b'-3" 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 THIN5ET(LEVELED PROPERLY) UPON MANIFOLD 2 .. 10" 6. PIPING LOCATED UNDER A FLOOR SLAB 3.NEW " DUROGK CEMENTBOARD (OR EQUAL) UPON 7. BURIED PIPING ° DATE: 01/19/24 6 OF 19 4.NEW " PLYWOOD SUBFLOOR BENEATH (GLUE 4 SCREW); 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS to 5GREW PERIMETER OF 5HEATHINC 6" O.G. 4 12" O.G.® OTHER THAN DEMAND RECIRCULATION SYSTEMS. Q INTERIOR. 10 NEW ATTIC AGGE55 - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 350 # 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 NOISE OF NOT LESS 50 AS MEASURED IN T5'-0" Rr �� "» C,/ ACCORDANCE WITH ASTM E QO. ��_7 4.WEATHERSTRIP AGGE55 OPENIi'16 4 PROVIDE R- �' `- � INSULATION ABOVE w/PC. UL IO E R BAFFLE OR S a� � RETAINER TO PREVENT INSULATION FROM ENTERING DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC AGGE55 DOE'S NOT PENETRATE G7 G I PLAN ,> -•,. t -A THERMAL ENVELOPE OF BUILDING). PROPOSED FIRST FLOOR PJ. A `4 C K� ,' '.`: ;`�``!�i 5. INSTALL AS PER MANU. 5PEC.'s ' �_ 'I � • 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. „ o , J 2,502 S.F. HAE31TAE3LE S9��4GE; 5,04�1 S.F. GROSS AREA SCALE: I/4 I -o �� r= �OF N�` � SEE FA5E A- 104 FOR K NDON DOOR SCHEI�)UL �! EI ERAL 5"*r IE3OL <E"%'r EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. STL. EX15TINO TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.G. NEW FOUNDATION WALL w 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.O. 5TL. ® POST FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q N (2� O P05T FOR b" WALLS), U.O.N. 0 NEW 2-HR FIRE RATED WOOD FRAME (L.5. 5TL. WHEN APPLICABLE) 0 LTo_ Z 4 C 0 U N FLOOR PLAN NOTES 0 m Lo Lo DOOR NOTE: A CONDENSERS: Q O O O I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT 11 G I. PROVIDE (1) NEW 4-TON A/G CONDENSER BY "RHEEM" O ON PLANS BY JELD-WEN (OR EOL AL). OR APPROVED EQUAL FOR FIRST FLOOR ZONE 1 4 2 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT 2.PROVIDE (1) NEW 3-TON A/C CONDENSER BY "RHEEM" ON PLANS BY 'THERMATRU', -ANDERSEN' (OR EQUAL). OR APPROVED EQUAL FOR SECOND FLOOR 3.NOTE DOES NOT INDICATE EACH NEW DOOR 3.INSTALL AS PER MANUFACTURER SPECS. PROPOSED;SEE DESIGNATIONS 4 DOOR SCHEDULE. 4.INSTALL UPON LEVEL GROUND 4 PROVIDE GROUND 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR SURFACE (GONG. PAD OR OTHER) w/WEIGHT RATING WALL5, U.O.N. SUFFICIENT TO ACCOMMODATE OR055 WEIGHT OF 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 GAS T. SEE PAGE 6-003 FOR ALL OTHER FRAMING APPLIANCE, AND AT LEAST V FROM WINDOW5/DOORS ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. WHENEVER POSSIBLE. ■ OSTAIR 4 RAILING NOTE: PROVIDE (2) NEW FURNACES: "� v 2 I. ALL NEW STAIRS SHALL HAVE MAX. 5-1/4" RI 4 MIN. 10" 12 1. UNITS BY "RHEEM" OR APPROVED EQUAL Tr - RISERS SHALL BE CLOSED 2.PROVIDE 4 TON UNIT FOR I5T FLOOR "ZONE I" 4 "ZONE 2. CREATE5T RISER HE16HT IN A FLIGHT OF 5TAIR5 SHALL 211;UNIT LOCATED IN BASEMENT i m NOT EXCEED THE SMALLEST BY MORE THAN 911• 3. PROVIDE 5 TON UNIT FOR 2ND FLOOR;UNIT LOCATED IN 3. HEADROOM IN STAIRWAY5 SHALL BE AT LEAST 6'-6'. ATTIC uj 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 014 ONE SIDE: 31.5" MIN. 6.INSTALL AS PER MANU. SPECS. NATURAL LIGHT $ VENTILATION 4.5. BELOW HANDRAIL, RAIL5 ON BOTH SIDES: 21" MIN. NATURAL LIGHT $ 'VENTILATION 5. HANDRAIL5 SHALL BE PROVIDED ON NOT LE55 THAN 13 NEW 4"x5" ALUM. DOWNSPOUT (TYP.) WHITE 21'-T" (HABITABLE SPACE) ONE SIDE OF EACH FLIGHT OF STAIRS GONTAININ6 FOUR (HABITABLE SPACE U OR MORE RISERS,AND WHERE SHOWN O PLANS. FLOOR AREA 223 S.F. b. GUARDRAILS SHALL BE PROVIDED FOR OPEN"SIDED NEW LAUNDRY CLOSET/ROOM: FLOOR AREA 550 S.F. m WALKING SURFACES LOCATED MORE THAN 30' ABOVE 14 I. NEW WASH /DRY HOOK UPFINISHED FLOOR OR GRADE, 4 WHERE SHOWN ON PLANS. O j 4 S.F. REC2. SPROV. "1. 42" HIGH GUARDRAIL 4 SPINDLE SPACING NOT TO 2.COORDINATE LAUND. ROOM 4 DOOR DIM.'s ❑ El S.F. REO. S.F. PROV. - r0tj 10 w/SIZE OF EQUIP. NATURAL LIGHT VENTILATION LI&HTIN6;MIN. 5% I.F. S.F. S.F..F. S.F. n♦ ALLOW PASSAGE OF A 4 SPHERE;36" HIGH 3.PROVIDE HOOK UPS AS REC�'S PER MANU. �t LIGHTING;MIN. 8% OP FLOOR AREA V J HANDRAIL 4 SPINDLE SPAGIN6 NOT TO ALLOW (HABITABLE SPACE) I 26.0 S.F. 66.4 S.F. PA55A&E OF A 4" 4) SPHERE. - - - - . - - - - - - . - . - - - . - _ - _ - - - OF FLOOR AREA 6. CRIPPABLE RAIL A5 PER GODS. DRYER EXHAUST NOTE: Q'-10" VENTILATION;MIN. Q. RAILING 4 TREADS TO BE WOOD I. DUCT SHALL TERMINATE TO EXTERIOR FLOOR AREA 1'15 S.F. 14.0 S.F. 23.0 S.F. 45G OF FLOOR AREA I VENTILATION;MIN. S.Q S.F. 23.0 S.F. 2.DUCT SHALL TERMINATE MIN. 3'-0" FROM ANY 4A5 OF FLOOR AREA CL OPENINGS S.F. REO. S.F. PROV. B B WOOD TREADS, R15ERS 4 TOPR.AIL; METAL 3.DUCT 51ZE AS PER MANU. 2A 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER LICHTIN6;MIN. 5% 14.0 S.F. 41.0 S.F. SPINDLES 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN OF FLOOR AREA p - CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO VENTILATION;MIN. N O III m CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM 'i.0 S.F. 36.-1 S.F. WOOD TREADS, RISERS TOPR:AIL & SPINDLES SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO 49b OF FLOOR AREA EXCEED 5 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. I OJ I III UNFINJ SMOKE DETECTOR / GO DETECTOR NOTES: 6.EXHAUST DUCTS SHALL BE MIN 0.016" THK RIGID _ _ _J ►zu INHAB. O3 I. CONTRACTOR SHALL PROVIDE CODE COMPLIANT METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS - - - > SPACE SMOKE /CARBON MONOXIDE COMBINATION DETECTOR RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST n' � HARD WIRED TO EACH OTHER w/:BATTERY BACKUP. �t 4- 43.6 S.F. r DUCTS SHALL NOT BE CONNECTED WITH 5HEET-METAL 12'-2" 10'-3" 2.INTER BETWEEN NEW 4 EXISTING DEVICES SCREWS 4'-8y2" 3'-6" ( 3'-6" 4'-8y2" SHALL NOT BE REQUIRED WHERE EXISTING ALARMS -1. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER ARE NOT INTERCONNECTED, AS PER NY5 R314.4. LOCATION TO THE WALL OR ROOF TERMINATION. THE -� GL 3.PROVIDE SMOKE/GO DETECTOR5 AS INDICATED, AND H H B B MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 H I PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. FEET FOR EACH 45° BEND AND 5 FEET FOR EACH QO° 204 4.SMOKE SMOKE /GO DETECTORS TO MAINTAIN 5' MIN. BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES =. " HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS NOT INCLUDE THE TRANSITION DUCT. VAG 4 OPENINGS TO BATHROOMS w/ 5HOWER OR TUB. _ 14'-2" 22'-0" 4" ® "1'-O" i _, 5. INSTALL ALL AS PER MANU. 5PEG.'s ti - I`D 6.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR cV Q tu 0 THERMOSTAT: t(� I IN COMPLIANCE WITH LOCAL GODIE 15 I. PROVIDE THERMOSTAT FOR (2) ZONES: WINDOW NOTE: - ZONE I: FIRST FLOOR ;v Y in BATHROOM 4 O4 I. ALL NEW WINDOWS 4 DOOR5 SHALL BE ANDERSEN - ZONE 2: SECOND FLOOR A oO 53 S.F. 5 ry CASEMENT, DOUBLE-HUNG, OR GLIDING (A5 NOTED). 2• H.O. TO SELECT MODEL; INSTALL AS PER (� 206 BEDROOM 4 INSTALL AS PER MANU. SPEC.'S. MANUF. SPECS 2.NOTE DOES NOT INDICATE EACH NIEW WINDOW PROPOSED; _ / I 233.3 S.F. SEE DESIGNATIONS 4 WINDOW SCHEDULE. (V BEDROOM 5 8}' 3.FOR SUBSTITUTIONS, SEE NOTE #Q IN "GLASS WINDOWS 16 NEW 6A5 FIREPLACE INSERT. CONNECT AS PER - (?5.3 S.F. I �VA� 205 AND DOORS" ON PAGE 0-002. O MANUFACTURER'S SPECIFICATIONS AND NY5 STATE FAMILY ROOM -7 207 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. MECHANICAL CODE;PROVIDE ALL NECESSARY = \ 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WASH VENTING, I 35o S.F. 12 b.IN GENERAL, TEMP. 6L. SHALL BE PROVIDED: 6.1. FOR ALL SKYLIOHT5 4 OPERABLE PANELS OF I `r 10 SWIN61N6, 5LIDIN6, 4 BIFOLD DOORS ELECTRICAL METER: 15 - -1 6.2. WITHIN W' OF F.F. O I 17 INSTALL NEW ELEC. METER AS PER NY5 MECH. GORE, 4 2'-0" 6.5. WITHIN 24" OF A DOOR = _UTILITY GO. STANDARDS ; m 3 A K-I 1 5 Z 6.4. WITHIN STAIRWAYS 4 WITHIN 56" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES tOV _.._._ _.. ....... _._.......__..__ O = 2oQ G OSET � w 6.6. SEE AL50 GENERAL NOTES ON PAGE 6-002 - . 4 ,�, "1. SEE PACE 0-005 FOR FRAMING ELEMENTS AROUND IRRIGATION, LAND50APINO AND FERTILIZER - . - WINDOWS (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM RESTRICTIONS AS PER COVENANTS RESTRICTIONS ?;; ! Ov (2) 2"xlo" HEADER U.O.N. DATED 5TH MARCH 2O25: - 202 201 5.WINDOW FALL PROTECTION SHALL. BE PROVIDED PER O 0 w PROVIDE I NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS I. USE SMART IRRIGATION CONTROL SYSTEMS TO PREVENT 6'_p' ,F �p LAUNDRY LESS THAN 24" ABOVE F.F., THAT ARE MORE THAN -f2' OVER-WATERING 2" W. 3. „ :• >.'''..' ' ABOVE GRADE OR THE ADJACENT SURFACE AT THE 2.THE USE OF SYNTHETIC FERTILIZERS, HERBICIDES OR WALL FOR NEW ON ROOM BUILDING EXTERIOR. PESTICIDES I5 PROHIBITED PLUMBING ATHROOM 3 5 TR (Ib) RI ® 123.1 S.F. q, 83.9 S.F. �^^ t 1.5" Iw- EGRESS NOTE: 3.THE USE OF NATIVE, DROUGHT-TOLERANT PLANTS ARE � I � REQUIRED IN LANDSCAPING 205 O I 0 IN COMPLIANCE WITH NEW YORK STATE BUILDING , 4.THE USE OF FERTILIZER PRODUCTS CONTAINING CODE, SECTION R310.2.1;THE FOLLOWING MEANS OF NITR06EN, PHOSPHORUS OR POTA551LJM 15 PROHIBITED B I 2 EGRESS SHALL BE FOLLOWED: BETWEEN NOVEMBER I AND APRIL I _ I PROJECT: 5. ONLY ORGANIC FERTILIZERS WHERE THE WATER-SOLUBLE - i 1 14 WALK-IN - NET CLEAR OPENINO........... 5.'1 S.F. i GL SET u� A-4ol _ ; „ NITROGEN IS NO MORE THAN 205K OF THE TOTAL 0 NET CLEAR HE16HT............... 24 MINIMUM NITROGEN IN THE MIXTURE MAY BE UTILIZED ON THE LOTS = VENT I I LAU R E L AV E IV U E NET CLEAR WIDTH................. 20" MINIMUM 6.A MAXIMUM OF I POUND OF NITROGEN PER 1000 SQUARE FEET IN ANY ONE APPLICATION, WITH A CUMULATIV (V PROVIDE 2"X6" LOl' 1 TYPICAL BATHROOM NOTE: APPLICATION OF NO MORE THAN 2 POUNDS PER 1,000 5'-O" WALL FOR O I. WALL BOARD SQUARE FEET PER YEAR I5 PERMITTED OPEN TO BELOW PLUMBING DRYER TO VENT I.I. INSTALL MOISTURE RESISTANT 6YP5UM BOARD IN 1. THE USE OF LAWN FERTILIZER CONTAINING PHOSPHOROUS 10'-3" THROU6H ROOF ALL BATHROOMS IS PROHIBITED UNLESS ESTABLISHING A NEW LAWN OR A 10-8 210 I '. Be 1.2. INSTALL CONCRETE BOARD IN ALL SHOWERS AND SOIL TEST SHOW5 THAT THE LAWN DOES NOT HAVE TUB SURROUNDS ENOUGH PHOSPHORUS I 2. SHOWER FLOORS 5.ANY FERTILIZER THAT IS SPILLED ON IMPERVIOUS 2.1. NEW TILE FINISH (H.O. TO SELECT) UPON SURFACES SHALL BE IMMEDIATELY PICKED UP (L G G I 2375 LAUREL AVENUE 2.2. CONCRETE MUD-SET (SLOPE: 1/6" PER FOOT ' TOWARDS DRAIN) UPON m ;.: m I UNFINISHED/UNCONDITIQNED I •SOUTHOLD N.Y. 11971 2.5. WATER PROOF MEMBRANE TO COVER SHOWER W. .�:tti�.-� �-_- N 10 3 N SPACE 1 FLOOR, WRAP DRAIN 4 ATL.EA5T 15" UP WALLS i- UNFINISHED/UNCONDITIONED - N O� I 180.4 S.F. SPACE Li �. €I m � •a DRAWING TITLE: NEW EXHAUST FAN SHALL BE INSTALLED WHERE HIGH EFFICIENCY LAMPS: OVENTILATION 15 NOT MET BY MEANS OF NATURAL 410% OF THE PERMANENTLY INSTALLED NEW LICHTIN6 O- GIRGULATION THROUGH WINDOWS OI<: DOORS TO FIXTURES SHALL CONTAIN ONLY HIGH-EFFICACY LAMPS, I c ( PROPOSED SECOND FLOOR PLAN OUTDOOR SPACES AS PER NY5 MECH. CODE SECTION AS PER 2020 NYS EGG R404.1 403.3.2.5. INSTALL AS PER MANU. SPECS ;;: a.> ;.; •., it NEW PLUMBING FIXTURES: HOT WATER PIPING INSULATION: Le F O ALL NEW PLUMBIN6 FIXTURES TO COMPLY WITH PG 405. MECHANICAL SYSTEM PIPING AND HOT WATER PIPING I I ' SEE AL50 PLUMBING GENERAL NOTES ON PAGE 6-002. R�FOR THE FOL OWING CONDITIONS PER 2020 NY5 EGG ALL BE INSULATED TO AN R-VALUE OF NOT LF-55 THAN 14'-O" 24'-2 3'-1" b'-O" NEW FLOOR: R403.4 4 R403.5: - Y' O I. NEW J" PLYWOOD 5U5FLOOR BENEATH (GLUE 4 SCREW); I. MECHANICAL SYSTEM PIPING CAPABLE OF CARRYING ,v° 4 D m I I I PAGE: SCREW PERIMETER OF SHEATHING b' O.G. # 12 O.G. ® FLUIDS >105°F OR <55°F (R403.4) INTERIOR. :e I 2.NEW FINISHED FLOOR PER H.O. SELECTION 2. PIPING J" AND LARGER IN NOMINAL DIAMETERA i i I I I « 3. PIPING 5ERVIN6 MORE THAN (1) DWELLING UNIT s NEW TILE FLOOR: 4. PIPING LOCATED OUTSIDE CONDITIONED SPACE Jmoo O I. NEW TILE FINISH (H.O. TO SELECT) UPON 5. PIPING FROM WATER HEATER TO A DISTRIBUTION 2.ONE LAYER THIN5ET (LEVELED PROPERLY) UPON MANIFOLD 6-II I 4 j 5.NEW " DUROGK GEMENTBOARD (OR EQUAL) UPON �, BUR EDPIPING LOCATED UNDER A FLOOR SLAB IS'-O" 23'-10" 4.NEW " PLYWOOD 5UBFLOOR BENEATH (GLUE 4 SCREW); 5. SUPPLY 4 RETURN PIPING IN RECIRCULATION SYSTEMS DATE: 01/19/24 7 OF 19 5CREW PERIMETER OF SHEATHING 6" O.G. 4 12" O.G. ® OTHER THAN DEMAND RECIRCULATION SYSTEMS. m , : "'_" _ ._ •• _ ; INTERIOR. N Q 7777;4 B B to NEW ATTIC ACCESS - PULL DOWN STAIR: SOUND BARRIER WITHIN INTERIOR WALLS 4 FLOOR: I. MIN. 550 # CAPACITY FILL INTERIOR WALL5 4 FLOOR WITH INSULATION TO GL 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30",1 PROVIDE A BOUND TRANSM155ION CLASS (5TG) FOR 3. DBL. FRAMING WHEN NEW OPENING AIR-BORNE NOISE OF NOT LE55 50 AS MEASURED IN 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4Q ACCORDANCE WITH A5TM E QO. INSULATION ABOVE w/WD. FR. (OR EQ) BAFFLE OR 0 RETAINER TO PREVENT INSULATION FROM ENTERING cl- w DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE sj, k C✓� R�\ � THERMAL ENVELOPE OF BUILDING). PROPOSED SECOND FLOOR FLAN 5. INSTALL AS PER MANU. SPEG.'s 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 1,�,58 S.F. H51T5LE Sfi� G 1,65a S.F. Si�OSSR SCALE: 114" = 1'-O" OF SEA- fi AOE A- 104 FOR NINDO0 1� DOOR 5C_,,HF_DUL .\\ .moo\ \� .� •:\ `\ \\ \v\\` > \. \ \\\ .......... DOOR \\o. : FIRE TAG DESCRIPTION MANJFAGTURER ` "`�° \ \\' RATING NOTES WIDTH HEIGHT Q :.. 45 MIN. RATED 0 \'. \ \ \:\ \� SELF-CLOSING \ \ . \ \. .,,\ \ \..\�. .. .. \\\\\\ \\\ '\o .. a \� \ a,\ \ \....\\ \\ \\ \. . \> \ \. \\\\ \\ ": , > \\. \ \. \ .\.. �\\\\\\\\.. �\ \\�..�.\,\\\..\ \\.. \\o.a�...,.��:,':.:\:.•.\.\�\\\�..\\�\\\\\ \.\. FRONT DOOR WITH --- s \ � \. 51DE LIGHTS AND \ ... Q Lo Lo 101 EXTERIOR DOOR TI-ERMATRU -O" i\O °\ :'> TRANSOMS �- ABOVE O O 102 INTERIOR DOOR O \�\�:\:{ \\\\: O JELD-WEN 2 1'-6" 8'-O" na ; r N O -O 103 INTERIOR DOOR JELD-WEN \\\\ „ : o c 104 INTERIOR DOOR JELD-WEN 2'-4" 8'-O" \\\\ O m O \ \\` O V p ;Mz \\ \, JELD-WEN 2'-4" 8'-O" ws . :\. =:1:. \\\ O O In 105 _JFINTERIOR DOORF °° \' O \:. \ l \\\\ �-.: \ Q 106 SLIDER D00R ANDERSEN 12'-0" !\\\\> �y . \\ 107 BARN DOOR JELD-WEN 2'-8" \ \\ ; \\\a; F_1o95 EXTERIOR [;>OOR THERMATRU 3'-O" 8'-O" IOq INTERIOR DOOR JELD-WEN 2'-4" Zff_ F-110 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" III INTERIOR DOOR JELD-WEN 112 INTERIOR DOOR JELD-WEN 2'-6" 8'-0" a a ; F_113 SLIDER D00R ANDERSEN 8'-O" 8'-O" ?` '\\ \s ; ° a \\ \ ■ 114 GARAGI� THERMATRU 7F q'-O" q'-O" .:.> 115 GARAGE THERMATRU \\ \ : \ \\\.. ....................... ROW .> jC" \.\\ \ \ .\\�..\. 201 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" ralm '°'° ,. :' ift 10010 202 INTERIOR DOOR JELD-WEN 2'-6" 8'-O" \ `"' \ \\.. \\\\\e E 205 INTERIOR DOOR JELD-WEN ko ok 204 SLIDER DOOR ANDERSEN 10'-O" " ngg \\\` \. \ .. \�mmo ` '' X� 205 INTERIOR DOOR JELD-WEN 2-6 8-O '\__j fol mi 0 \\ 206 INTERIOR DOOR WEN "JELD- \�\\ 2-6 951.011 20'7 INTERIOR DOOR JELD-WEN :.: \,\\ 208 INTERIOR DOOR JELD-WEN 2'-4" 8'-O" �\O,'M o... .. 20q POCKET Dc JELD-WEN ( NUN AI I 210 HATCH DOOR 2-O 4-O '' \\' yam;: \• ,�» .7. ..........>.\.. .., ,.\\`.,...;... .. .\cam. y: '\\\°. ... \ o• \ \. \\\. �. . ..,.>�`. ..\.. \..��\\\\moo.. \. w, . .. .. .. Al . .;......> mM 001 INTERIOR DOOR THERMATRUM1 002 INTERIOR DOOR THERMATRU 3'-0" 8'-0" \\ \\ \ F003 EXTERIOR L>OOR THERMATRU 3-Ol 8-Ol ��\��.. ��'\�� :��►\ —IF \.. ALL NEW WINDOWS SHALL BE ANDERSEN; INSTALL AE PER MANU. SPEC.'s. SEE PAGE "0-003" FOR NAILING 8 STRAPPING DETAILS. ** SEE DOOR SCHEDULE FOR ALL GLASS DOORS FROM SAME MANUFACTURER FINAL DIMENSIONS FOR FRAMING OF WINDOWS TO BE PROVIDED BY WINDOW MANUFACTURER N \.. \..» ...1 NO �\. 00 \ WINDOW DIMENSION CLEAR LIGHT VENT v \ C1s \OPENINc \,; ., OPENING PROV. PROV. TAO TYPE MODEL # o. ", \ TEMP. PER PER .\\•. \\. WIDTH REOD: 20 (t . \ I f WIDTH HEIGHT HeICHT REQ'D:24" UNIT UNIT 4\11\ ..\\ OPEN REO'D: 5.1 S.F. A(5) TRANSOM AR31 MAW 2'-II I'-s" 1.4 2.1 J �P'!15 \p \. W B(13) CASEMENT GXWI5 ;•:' \ ". " 2'-11 " 4'-II 11.5 O: G(I 6) CASEMENT :IF CXWI6 ;:J 4L, \ '^ _� 2'-II 5'-II �" 14.0 14."1 14.0 PROJECT: D(b) CASEMENT GXW13 \\\ \\\ ~ \\ \ 3 2-11 2-11 6.5 6.8 6.5 LAUREL AVENUE E 3 O \\GXWI4 " 2-II 4-O" q.0o CASEMENT LOT 1 F(2) CASEMENT GXWI35 '-G \\ " \` " " \� .. �\.��\ �"" � ,y\.\ 2-I I � 3-4 � '7.5 '1.q "i.5 ON CASEMENT CXWI45 '-0 `\ ""'' :. 2'-II 4'-4 " 10.0 10.5 10.0 �I 2375 LAUREL AVENUE H 3 CASEMENT GXWI55 `-0` " \ \` " "O \\\\ ., � ` \ 5-412.613.177��7 ..... " :\ SOUTHOLD, N.Y. 11971 4'-0" 2'-11 �" I(I) PICTURE P4030 C7. " ' „ 'i"I q.4 12.0 FJ 2 �F PICTURE P6030 \\ " \`' ` ` 5'-I I " 2'-I I " --- 14.6 I'1.q DRAWING O \off G TITLE: ml,\ .. K(U CASEMENT GW14 \ \2'4 \\ ' C \ �:.;.. 2'-4 " 4'-0" 6.5 1.2 6.8 �\\ ,,. ':�\\\� \ .'�. � WINDOW F \\��, \\ ,,\\\, \•,; & DOOR CHARTS PAGE: A—iod+, muu DATE: 01/19/24 8 OF 19 V--14)AP ®. All �QF ��` , W W CL (y) N \ rn O -- 1E CV > O O C T- z 4 co _ r' Ile O U N C -c CD O m CV (L3 i /�O O 4/O LLLIL 1 / O O O Q \ `.d I LL±j Ae -- (� ■_1._ ji LL Liu L±J "i t t \ ®\ /®\ 4 LlLL F.F. F.F. F.F. 1 3 3 2 28 7 8 2 A-401 EAST ELEVATION (FRONT) 50ALE: 1/4" = P-O" ELEVATION NOTES OTYPICAL ROOFING: I. SEE NOTE AT BUILDING SECTION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR b MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 51-IINOLE5 - H z TYPICAL SIDING: w 2 I. SEE NOTE AT BUILDING SECTION FOR MINIMUM - CONSTRUCTION 5TANDAR05 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION O U BEFORE INSTALLATION ® WHITE CEDAR SHAKE ----y ui 2B STUCCO; PAINTED BLACK 3 NEW CL05ED BLUF-570NE P. GONG. STAIR PATIO PROJECT: q ONEW DRYER VENT: SEE NOTE ® PLAN LAUREL AVENUE NEW BATHROOM EXHAUST I=AN VENT: I LOT I 5A VENT THROUGH WALL AS SHOWN. - SEE ALSO NOTE ® PLAN. - IA NEW BATHROOM EXHAUST FAN VENT: - - 5B LOCATE VENT WITHIN ROOF SOFFIT. - - SEE ALSO NOTE ® PLAN. 2375 LAUREL AVENUE NEW A/G CONDENSER ON CONC. PAD OR OTHER - -- � - SOUTHOLD, N.Y. 11971 O APPROVED GROUND SURFACE (SEE FLOOR _ PLAN NOTES) NEW MECHANICAL UNIT DIRECT VENT: _ _ - _ _ _ _ _ _ _ ___ DRAWING TITLE: O INSTALL MECHANICAL UNIT DIRECT VENT A5 PER MANU. - 5PEG.'S IN FULL CONFORMANCE: w/VENTING PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG 804. -- - -- SEE AL50 NOTE ® FLOOR PLANS. ONEW MECHANICAL UNIT FRESH AIR INTAKE: O INSTALL AS PER MANU. SPEC. 5B 58 El EEI E1 [071 � o 4 ONEW 4" SEAMLESS GUTTERS 8 DOWNSPOUTS; \ q ALUMINUM, WHITE \ PAGE: ALL EXTERIOR LIGHTING SHALL COMPLY WITH o o � o EF-1 D o a _AW& 0 :10 TOWN CODE REQUIREMENTS PURSUANT TO SOUTHOLD TOWN CODE CHAPTER 1'12 LIGHTING, �� / OUTDOOR, CURRENTLY OR AS MAY BE E71 FED 11 II I D M FI a OILI A2 0 AMENDED L�---i�l , �G/ � LLLL 0 D iu FEI 0 0 DATE: 01/19/24 9 OF 19 a0 � 0 OODa I I 2 s �ED4,ca' LJ NORTH ELEVATION (R I C HT SIDE) � aF NG 5GALE: 1/4" = 1'-0" Q 0 I IA W -- (y) N � C O O O 'C N }; O 0 c Ln Z N ' O Yj N -- O O m 4- .� O '-' N O Lo c m -- <( � a � 0 / / \ j LL \� / Ll -d L-±/ J 1, iiiiiiiii 11J mill 1 11 11 11 c: F.F. / \ / O El jLLL Lli ILI I o 1 I I . 2 2 3 2 — A-402 NEST ELEVATION (REAR) SCALE: 114" = 1'-0" ELEVATION NOTES I IA OTYPICAL ROOFING: 1. SEE NOTE AT BUILDING 5E07i ION FOR MINIMUM CONSTRUCTION STANDARDS 2. H.O. TO VERIFY FINAL COLOR d MATERIAL SELECTION BEFORE INSTALLATION IA ASPHALT COMPOSITION 5HINCLES z TYPICAL 51DINO: Lu O I. SEE NOTE AT BUILDING 5EG'7ION FOR MINIMUM CONSTRUCTION STANDARDS O 2. H.O. TO VERIFY FINAL COLOR AND MATERIAL SELECTION BEFORE INSTALLATION I IA w ® WHITE CEDAR SHAKE u3 t'B 5TUCCO; PAINTED BLACK - — - Q 0 O NEW CLOSED BLUESTONE P. GONG. STAIR 4 PATIO — PROJECT: NEW DRYER VENT: AURELAVENUE O4 SEE NOTE ® PLAN NEW BATHROOM EXHAUST FAN VENT: LOT 1 5A VENT THROUGH WALL AS SHOWN. — SEE AL50 NOTE ® PLAN. O O p -- — NEW BATHROOM EXHAUST FAN VENT: _ — — 5B LOCATE VENT WITHIN ROOF SOFFIT. — SEE ALSO NOTE ® PLAN. 2375 LAUREL AVENUE NEW A/C, CONDENSER ON GONG. PAD OR OTHER SOUTHOLD, N.Y. 11971 O APPROVED GROUND SURFACE (5EE FLOOR PLAN NOTES) Hill 11 11 DRAWING TITLE: NEW MECHANICAL UNIT DIRECT VENT: O INSTALL MECHANICAL UNIT DIRECT VENT AS PER MANU. 5PEG.'5 IN FULL CONFORMANCE H/VENTING PROPOSED EXTERIOR ELEVATIONS CLEARANCES REQUIRED PER NYS MG &04. SEE ALSO NOTE ® FLOOR PLA�I5. O8 NEW MECHANICAL UNIT FRESH AIR INTAKE: INSTALL A5 PER MANU. SPEC.'S ONEW 4" SEAMLESS GUTTERS 8 DOWNSPOUTS; PAGE: ALUMINUM, WHITE — O ALL EXTERIOR LIGHTING SHALL COMPLY WITH O TOWN CODE REGUIREMENT5 PURSUANT TO i0 SOUTHOLD TOWN CODE CHAPTER 172 LIGHTINS, 11 11 LI IHI A- OUTDOOR. CURRENTLY OR A5 MAY BE AMENDED I I � F.F. DATE: 01/19/24 10 OF 19 S I 6 3 2 74, SOUTH ELEVATION (LEFT S 1 DE) 41= N 5GALE: 1/4" = 1'-0" BUILDING SECTION NOTE5 ONEW ROOFING NOTE (TY1 I. INSTALL NEW ASPHALT SHINtSLE5. 2.INSTALL ICE AND WATER SHIELD FROM FA501A UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS OVER W 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.1/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) 5. GAP 5HIN6LE OVER RIDGE # HIPS (AS REOV 6.PROVIDE RIDGE VENT(AS REG'D) Q N 7. FLASH ALL VALLEYS `= Lf) B.INSTALL DRIP EDGE AS REOV PROPOSED RIDGE HEIGHT C O 9. INSTALL ALL AS PER MANU. 5PEC.'s ELEV. +52.I' - v— O O O O2 TYPICAL ROOF 8 CEILING CONSTRUCTION: N O NEW ROOFING AS NOTED O C � Z 4 � : ' 1/2" GDX PLYWD SHEATHING (BLOCKING 0 ALL PLYWD .m r' SEAMS) y, XO U N R.R.,G.J., d G.T. AS NOTED ON PLANS (® SPANS OVER C 5' INSTALL "X" BRIDGING ® CENTER OF 5PAN, U.O.N) p O m PROVIDE W/-25 SPRAY FOAM INSULATION R-21 BATT O O I I f) PROVIDE 2" THK. SPRAY' FOAM INSULATION a EAVES Q NEW EXTERIOR WALL CONSTRUCTION (TYP.): O "TYVEK" HOUSE WRAP VENTED) (OR EQUAL) UPON 1/2" GDX PLYWD. SHEATHING (BLOCKING ® ALL PLYWD SEAMS) UPON 2"xb" STUDS ® 16" O.G. H/ DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=-I/INCH) W/ R-II BATT INSULATION 5/8" THK. GYPSUM BD. WALL FINISH 6" Al NEW SIDING NOTE (TYP)_ O I. INSTALL NEW SIDING PER H.0 SELECTION m 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION U ■ 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL TYPICAL FLOOR GONSTfZUGTION: uj O I. FINISH FLOORING TO SELECT �cv 2. 5/4" T86 GDX PLYWD. 5U5FLOOR GLUED 4 SSREWED o o T O 5. F.J. AS NOTED ON PLANS - AT SPANS OVER 8' INSTALL 'X' BRACE ® MIDBPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 6 FOUNDATION, AND BETWEEN GARAGE $ 2ND FLOOR) r , 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS V PROPOSED RIDGE HEIGHT ELEV. +II.6 W O PROPOSED FIRST FIN. FL. ELEV. +0.5' - ----� BASELINE (AVERAGE GRADE) `�-- ELEV. +0.0' 2 A-401 c� m I II II II II II II I II II II II II ��. II II II II II II I II II II II 2'-0.4 II II II II II II II II II II II Z II II II II II II II II II II II � � � "' 0 U I SCALE: 1/4" = I'-O" d w Vi - - m a 0 n go PROJECT: ° LAUREL AVENUE o LOT I -�ry m � = I 2 T N 2375 LAUREL AVENUE SOUTHOLD, N.Y. 11971 N DRAWING TITLE: - - - BUILDING SECTIONS - - - � I PAGE: A-301m00 5 a` DATE: 01/19/24 11 OF 19 ° 037�;r ,� �VSae SEG710N 2-.m2./A-501 �OF NEB SCALE: 1/4" = 1'-0" BUILDING SEc:TION NOTES NEN ROOFING NOTE (T1'P O I. INSTALL NEW ASPHALT 5HINOLE5. �- 2.INSTALL ICE AND WATER SHIELD FROM FASCIA UP TO Q 24" FROM INSIDE FACE OF STUD WALL AND AT VALLEYS w OVER W 5.INSTALL 15 # BUILDING FELT (U.O.N) OVER 4.I/2" GDX PLYWOOD SHEATHING (BLOCK ALL SEAMS) W 5. GAP SHINGLE OVER RIDGE B HIPS (AS REOV) J (6 6.PROVIDE RIDGE VENT (A5 REO'D) Q Cy N '7. FLASH ALL VALLEYS += Lo 5.INSTALL DRIP EDGE AS REG'D j 0) 9. INSTALL ALL AS PER MANU. SPEG.'s CTr. O O2 TYPICAL ROOF $ CEILING CON5TRUCTION: N O NEW ROOFING A5 NOTED O C Lf') 4 ' 1/2" GDX PLYWD 5HEATHIN6 (BLOCKING ® ALL PLYWD a. 'F � Z � 5EAM5) R.R., G.J., b G.T. AS NOTED ON PLANS (® SPANS OVER C, O V N 8' INSTALL "X" BRID61N6 ® CENTER OF SPAN,U.O.N.) O O m ,�• PROVIDE R-28 SPRAY FOAM INSULATION N R-21 BATT INSULATION C Np PROVIDE 2" THK. 5PFZA,( FOAM INSULATION ® EAVES Q a. O NEN EXTERIOR WALL CONSTRUCTION (TYF.): O "TYVEK" HOUSE WRAP (VENTED) (OR EQUAL) JPON 1/2 GDX PLYWD. 5HEATHIN6 (BLOGKIN6 ® ALL PLYWD SEAMS) UPON 2"xb" STUDS ® 16" O.G. W/DBL. TOP PLATE PROVIDE R-14 SPRAY FOAM INSULATION (R=T/INCH) W/ R-II BATT INSULATION 5/8" THK. 6YP5UM BD. YVALL FINISH L. NEW 51DING NOTE (TYP.)_ O I. INSTALL NEW SIDING PER H.0 SELECTION 2."TYVEK" HOUSE WRAP (OR EQUAL) 5.INSTALL ALL AS PER MANU. 5PEC.'s 4-1 4.PROVIDE ALL NECESSARY TRIM FOR PROPER INSTALLATION 5. SIDING SHALL EXTEND TO TOP OF FOUNDATION WALL ■ TYPICAL FLOOR CONSTRUCTION: .� 5 I. FIN15H FLOORING TO SELECT 2. 3/4" T46 GDX PLYWD. SUBFLOOR GLUED d SCREWED ■ 5. F.J. A5 NOTED ON PLANTS - AT SPANS OVER 8' INSTALL ■.}. 'X' BRACE ® MIDSPAN 4. MIN. R-50 BATT INSULATION (BETWEEN FIRST FLOOR 8 FOUNDATION, AND BETWEEN 6ARA&E d 2ND FLOOR) 5. 2" THK. SPRAY FOAM AT BLD6. PERIMETER RIM JOISTS 2 V♦ I 2 0 LLLJ �9 �D T- i ry � I i dJ 2 N O O o r- i 3 00 oa z - I 4 � O i o o O d) w H Q 9 5 PROJECT: r' 2 A�1 LAUREL AVENUE _ LOT 1 2375 LAUREL AVENUE SOUTHOLD, N.Y. 11971 DRAWING TITLE: BUILDING SECTIONS SECTION I -I/A-302 SCALE: 114" = P—O" PAGE: 2 ■ 0 DATE: 01/19/24 12 OF 19 JV - ��0F �C-tir•9� C PROVIDE STRAPPING b NAILING AS PER CONNECTIONS 'D' Q 'E' IN "TYPICAL NAILING/5TRAPPIN6 REQUIREMENT5 FOR UPLIFT, Q SHEAR, d LATERAL RESISTANCE" PROVIDE 5" (MIN.) GONG. COVER ON PAGE 6-005 ® EA. JOIST/ OF ALL REBAR WITHIN P. GONG. 0 STUD (AS APPLICABLE) FOUND. WALL5 d P. GONG. FT6'5. W PROVIDE INSULATION W NEW 2"x4" (BELOW STUD) d J (� HEADER AS BETWEEN CAVITIES SECURE HANDRAIL TO WALL ON AT LEAST ONE " SPECIFIED ON SIDE OF STAIR IN ACCORDANCE w/ MANU. SPEG.'s; PER ENERGY TABLE 2 xb (BELOW F.J) P.T. SILL (y) CV PLANS AND NOT PROJECTING MORE THAN 4142" INTO (WHEN APPLICABLE) PLATES UPON SILL SEAL UPON Q :�" LO STAIRWAY;SEE HANDRAIL GRIP SIZES ADJACENT COPPER TERMITE SHIELD ci C CA PITCHED METAL FLOOR SYSTEM AS NOTED ON PLAN _ JOIST HANGER BY NEW 5/5"(P HOOKED ANCHOR 0 CO �'SIMPSON OR EQUAL ENDNUT 5PAGING6 AS INDICATED ry CV �; O \ FIRST FINISHED FLOOR ON 6-003 FOR STUD WALL ® F L.2 z ' 45" O.G. FOR F.J. PLATE 0- 0 qr- z l � CD i- GRADE 00 mom'' r' PWALLIN. SPACE AND HANDRAWEEN \ \ , I• - — A.- CVO Q s/4° PINE RISER \ r� 3y4" II• Q" Ilk •it' G II 5/4" PINE TREAD STANDARDS FOR C RI PPABLE HAND RAIL •� '.� SCALE: NT5 lo„ Q - 0 GROSS SECTION : •. II :• o" MIN. < .0 HANDRAIL ;it I ROUNDED NOSING Q CLEARANCE CIRCULAR NON-CIRCULAR 1 • -< a w/Y4" RADIU5 •II tu (NOT INCLUDED IN 2 #6 HOOKED VERT. TREAD DIMENSION) 4„_6y4„ REBAR ® 28" O.G. ♦♦ ,, �' �4 �4° • � ' V •� I 'I METER MIN. MAX. ' .'+ m M t-:z O >;. ASPHALTIC DAMP I O ■ w s PROOFING TO EXTERIOR C'S vW 11'�., r , c II 1J m P. GONG. FOUND. WALL •" 'I'j, d' z ■ (3) 2 xl2 STRINGERS ® w/R-21 (n INSULATION, IF UNDERSIDE 15 FACING tt (MIN. 4,000 P51) �- 5TORA6E/NON-HABITAL SPACE �l O- a, • +. II ' #4 HOR. CONT. REBAR ® J1 ' STOR.ASE UNDER Y2" GYP. BD. TOP, MIDDLE THIRDS, •a. Ii .:e BOTTOM OF WALL (4 TOTAL) t (WHEN APPL I GALBE) P. GONG. CONT. FT6. (MIN. 4,000 PSI) 4 P. GONG. SLAB * ,11 6"x&"-IOxIO W.W.M. BETWEEN a lr'• CENTER d UPPER � OF SLAB SECURED IN PLACE DURING POUR II TREATED 2"xl2" SILL FOR CONTACT w/ GONG. (IF APPLICABLE) •' . BASEMENT 6 MIL POLY a ` .;'!• ' O MOISTURE RETARDER) .+ ' 'r . ` 4" GRAVEL BASE ,14 ..- (3) #5 HOR. GONT. REBAR � I I I I I I I I 2I 0 3' PROV. GLEAN COMPACT FILL INTERIOR MOOD STAIR DETAIL 2 FOUNDATION NALL DATA I L A-401.00 SCALE: 5/4" = I'-O" A-401.00 SCALE: 5/4" = I'-O" 2'-O" LAP 01 (TYP) z it W ------------ II f II I TYF. ROOFING (SEE ------- -- --_— --��-- SEGTION NOTES) / I I II W Qy I I NOTE: TYP. ROOF CONSTRUCTION �/ #5 REBAR(TYFQ 0 I I I j I I. IF FINISH MASONRY USED (SUCH AS Q (SEE SECTION NOTE5) �� Q I I I I BLUESTONE) - MA50N TO ADJUST 1-4 IL / #5 BENT -j I I I I I HOHT OF LANDING AS REG'D TO 'SIMPSON' H2.5A I I ACCOUNT FOR FINISH MASONRY RAFTER TIE // REBAR (TYP.) � `� I I I� I PROJECT: I i 2. ALL HORZ.SURFACES SHALL BE PITCHED / ( ® 1:45 AWAY FROM BUILDING 5. FOR SLABS ABUTTINS FRAMING, INSTALL LAUREL AVENUE COPPER FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB BED ALL FLASHING IN ASPHALTIC, MASTIC L®T 1 w/bxb 10/10 WWM G.J. AS PER PLAN I STAIR DRAINAGE CALCULATIONS: I" UPON COMPACTED STAIR WIDTH = 4'-0" (TYP.) FILL FASCIA BOARD/ PROPOSED NEW AREA= 60 S.F. 6R°`DE 2375 LAUREL AVENUE 60 ScL. Ft. X 0.1"1= 8c REBAR BENT TO .• .I _-. �-�- 8.5/3.1= 2.'1 VERT. FT.OF 2' DIA RING REG. SLAB AS SHOWN -- PRE-FAB. RAILING w/REQUIREMENTS SOUTHOLD, N.Y. 11971 BEAM AS PER PLAN CORNER CONNECTION AS PER PLAN. RAIL SHALL HAVE PROVIDE (I) 2' VIA. X 3'-0" DEEP STORM y a \ \ \ z WATER LEACHING SYSTEM CAPACITY TO RESIST 200 LBS OF '.•.. „ .:� •. \\/\\/\\/\\ _ LATERAL LOAD. MATERIALS SHALL "51MP50N" P064 /\/\/\/ BE ONE OF THE FOLLOWING: HOT. DRAWING TITLE: (FOR 3 PLY BM) NEW SIMPSON LU526 r��.� \ "SIMPSON" B052-2/4 �• i . s'/ �/ / / \� / EPDXY PAINTED WROUGHT IRON. GALVANIZED JOIST a i 6 DIPPED GALV. EPDXY PAINTED 5TL. (FOR 2 PLY BM) HANGER #5 REBAR (TYP) 2-O LAP / -� �� (I) #4 REBAR ® EA. c ,S, //•ti // // // // // � DESIGN DETAILS (TYP) STEP;3 GVR ® ENDS �- �7, ; • \\ \\ \\ \\ \\ \\ \\ ATTACHMENT A5 BEND REBAR P //\//\//\//\//\//\//\// PER RAIL MANU. TO SLAB -------I-- -i ---t--------- 4 ' mil. \//\// /\//\//\//\//\//\// NOTE: 3'-6" lol iiG \\/\\ ALL P. GONG. SHALL 4" P.GONG.SLAB w/ I I I ----- LANDING •�� \\/\ �GOMPAGTED BE 4A00 PSI (MIN) COMPACTED FILL UPON Ir--------- - MIN. ° \ \ - ° . ;;:. ///� /� /��% %�/ /%/%// p (I) #4 REBAR :..il \\ \\ PAGE: tit Q // ✓z: : /\\ \/#4 REBAR ® 10" \\/\\/ /\\/\\/\\/ z O CONT. ® TOP w ti . . ��/�\ I I II 4" P.GONG.SLAB w/ 2"x4' f Y� \ \O.C. (MIN. 5) \/\/\/\/\/\/// \ \ \ j II b"xb'-IO/IO W.W.M. KEYWAY .. %i: \\/\\/\\/ \/ \�\� \�\\/\\/\\/\\/\\/\\ _ IL #5 REBAR ® 36" O.G. ///\//\/ _ I UPON COMPACTED FILL �, i�ii . / / / / / / / / / / /�/ / O \/\/\ P.T. POST AS —=_—— —==h-——IL——I�—————— \ r��i /\/\/\/\/\/\/\/\/\/\/�/\/\/ ! x \ \ \ PER PLAN I I 4" DRAIN CONNECTED -4 0 1 °' ,�ii/. /\\ \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ (t1 GRADE 11.1 . //\//\/ COMPACTED ■ I I I I TO EXIST.MAIN LINE ✓,ii° �, // \ I \\/\ FILL i I 1 \\\\\\\\\\\\\\\ \\ \\ \\ O 8" THK. P. n. . \/\/ ALL P. GONG. \ \ \// CONC. WALL Q-� 10 \ \ \ Q I I li #5 BENT y �I /\// �' PQ/\//\//\//\//\//\// SHALL BE //\//\// #5 BENT REBAR 1�It . W�\//\ DATE: 01/19/24 13 OF 19 REBAR (TYP) #4 REBAR GONT. ® 10" O.G. (MIN. 5) r.. II•° \/\\/ V\�/\\/\\/\\/\\/\\/\\ 4,000 P51 (MIN) /\\/\\/ ® 36" O.G. \//\\/ o II I I \/\/\/\/\/ / 1 - / (I) #4 RE6AR CONT. \ /j\/j\/j\/j\/j\/j\/j\/j\/j\/\/\/\/,\/j\/j\// z \\ \\ 1 yl \ \ \\ \\ \\ \\ \\ \\ \\ \ \ \ \ \ \ \ \ (1) #4REBAR "SIMPSON" II // // // // // // // // //\//\//\//\//\//\//\//\// - CONT. ® BOTTOM I�II POST BASE PER I i I I #5 BENT REBAR ® I2" O.G. 1• \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ 111' • \\ \\ P05T SIZE I I I II' .. \\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/ ! IS" WIDE x 12" DEEP •II u I I 8" THK. P. GONG. WALL 11 \\/\\/\\/\\/\\/\\/\\/\\/\\/\\//\\//\\//\\//\\/�\\//\\//\\// P. GONG. FT6. ; II //\//\//\//./ %\\ (i) #4 REBAR CONT. \ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ \\ JJ 4-D A \/\/\/\/\/\/\/\/\/\/\/\/\/\/\/ (5) #5 HOR. Ia' WIP. ONGDFT6. \ j/jj/j /j/j STONE PATIO AS PER PLAN \�•�� \\ \\ \\ \\ \\ \\ \\ \\ \ \\ \\ \\ \\ \\ \\ \\ !�- c :,:; '�: .•f` 5 'T' CONNECTION II " (2) #5 HOR. REBAR A- oo GOV�_RED PORCH DETAIL 401. \ / C F-XTERIOR MASONRY DECK DETAIL �IA ``0, =�" GJ��c� SCALE: 5/4" = I'-O" REBAR OVERLAP�RL�� DETAIL A-401.00 �XT�R I OR MASONRY STD I R D�T�(L „ _ ,_ v�. ®... .�. A-401.00 SCALE: 5/4 - I O � SCALE: 5/4" = I'-O" A-401,00 50ALE: 5/4" = I'-O" PROVIDE BEAM SPLICE CENTERED ABOVE COL. Q• WHEN NOTED ON PLANS I Q _ 8" (4) 5/95" H.D.G. LAG BOLTS (PREDRILLED) W — FLOOR SYSTEM AS J t6 NOTED ON PLAN Q co � — — — — — — O , I— — — — — — — NEW STL. GAP PL. 'A', 'B', C O FLOOR WOOD BEAM OR G (PER BEAM CONFIG) r- WELDED TO COL.;SEE GAP AS NOTED ON PLAN 0 r- O / IDFL. DETAILS — — — — — — NEW 3-1/2" O.D. SCH 40 N O 3/5" THK. PL. — NEW BASE PLATE 'A' HOT DIP 6ALV. STL. COL. O S � z 4 5/a" THK. H.D. WELDED TO COL.;SEE (ASTM AI23) A5 PER 'm r- 'I yt] BASE PL. DETAILS FOR STEEL(OR Ea UAL)PLAN BY I MS 0 `0 (V GALV. PL. � O U � 0 O m Cfl i i Lo PROVIDE GOLD JOINT GONG.11SLAB P. ON 0 4 CAP PLATE AT GONG. SEAMS (TYP) Q O m 0 FOR CONNECTION OF STL. COL. TO (2) 1-5/4" WIDE d LVL LUMBER OR (2) 2" WIDE DIMENSIONAL LUMBER '• �1 . . : • • .,:.. ;... �J LJ= d 4" GRAVEL BASE _ NEW (2) #5 HOR. 3 REBAR UPON (2) #5 PROVIDE BEAM SPLICE n CENTERED ABOVE COL. 8 (4) 5/a" H.D.G. LAG NEW IS"xl8"xl2„ HOR. REBAR (4 TOTAL) DEEP P. GONG. PAD WHEN NOTED ON PLANS BOLTS (PREDRILLED) FTC. (MIN. 4,000 P51) LK1131P?li5tIED FILL uj O II \ v PERMACAST COLUMN AS PER PLANS; INSTALL AS O \\� O PER MANU. SPECIFICATIONS 5/8" THK. PL. �� I ii „ I% �4 �,�Lv P•H•D• q. STEEL COLUMN FOOT I NO DETAIL .� A-402.0 „ _ GAP PLATE B SCALE: 3/4 I O �g POST BASE PER MANU. (D SPECIFICATIONS FOR CONNECTION OF STL. COL. TO (5) 1-514" WIDE LVL LUMBER OR (5) 2" WIDE OR (4) 2" WIDE FINISHED FINISHED STONE DIMENSIONAL LUMBER OR 5.25" WIDE PSL _ FLOOR 4" GONG. 5LA13 FINISHED o a i t!1 ORADE < PROVIDE BEAM SPLICE 8�� CENTERED ABOVE COL. (4) 515" H.D.G. LAG WHEN NOTED ON PLANS BOLTS (PREDRILLED) FLOOR SYSTEM AS . GRADE /\\� BAGKFILL — — —�_ — — — — — — NOTED ON PLAN a \�\ OMPACTED OR G (PER BEAM GONFIG) NEH STL. CAP FL. W, '15' FLOOR HOOD BEAM a \,��1��\� EVERY b" — — — — — O -f- \\ 1�211 WELDED TO COL. SEE GAP A5 NOTED ON PLAN PL. DETAILS EXTEND FOUND. WALL B FTC. AT 1 I HOT DIP 6ALV. STL. COL. \\ \\� COL. PER FOUND. PLAN;PROVIDE — — — — — �j /� NEW BASE PLATE A \� ADDITIONAL (2) #5 VERT. REBAR O _ O_ _ _ _ _ _ _ WELDED TO COL.;SEE (ASTM AI23) AS PER Z \ \ IN GONG. WALL BENEATH COLUMN BASE PL. DETAILS FOR FOUND. PLAN BY SIMS 44" MAX. SILL O Q (I) #5 HOR. REBAR IN 3/a" THK. PL. BOLTING NTWE4 (OP. EG2UA1-) ENLARGED FTC. ' // I / GALV. PL.H D AT GONROVIGDE COLD JOINT GONG. SLAB SEAMS (TYP) HEIGHT AS m \\\ \\j /4 4 PER CODE d R31o.2.1 GAP PLATE 'G' a EXTERIOR MASONRY DECK ` i i °••I I .' ` ° a •.. i OUND. WALL 8 FTC. AS PER �� LLJ• �y 8 DETAIL X/A-XXX FOR CONNECTION OF STL. COL. TO (5) 1-5/4 WIDE LVL ; . i •.; a ___� LUMBER OR (5) 2" WIDE OR (4) 2"x WIDE DIMENSIONALCr=:_:. T=�„y= BASEMENT m LUMBER OR 5.25" WIDE PSL, AS WELL AS (2) 1-5/4" WIDE 4" GRAVEL BASE FLOOR LVL LUMBER OR (2) 2 WIDE DIMENSIONAL LUMBER NEW (5) #5 HOR. REBAR UPON (5) #5 f NEW 24"x24"xl2' HOR. REBAR (6 TOTAL) DEEP P. GONG. PAD COMPACTED FILL H FTC. (MIN. 4,000 P51) Z w EOREc>S V41 NDON NELL DATA I L 2 PERMACAST COLUMN DETAIL � STEEL COLUMN CAP 4 BASE PLATE DETAILS 0 0 U A-402.0 A-402.0 SCALE: 5" = 1'-0" A-402.0 SCALE: NT5 SCALE: 5/4" = 1'-0" w d 0 STEEL OOLUMN FOOT1 NO DETAIL PROJECT: �� A-402.0 SCALE: 3/4" = I'-O" 8 TH I GK REINFORCED CONORETE TRAFFIC., NO s AB LAUREL AVENUE LOT 1 O RASS SHOULD ER AREA (T`I'P.) 24 DIAMETER CAST IRON OR DEFINED SURFACE CO\/ER INLET ORATE FRAME 2375 LAUREL AVENUE FLOOR SYSTEM A5 SOUTHOLD, N.Y. 11971 NOTED ON PLAN NEW STL. GAP FL. 'A', 'B', OR 'C' (PER BEAM CONFIG) FLOOR WOOD BEAM DRAWING TITLE: --_ WELDED TO COL.;SEE GAP AS NOTED ON PLAN NEW WHITE DUROLAST EPDM ROOF FL. DETAILS DESIGN DETAILS MEMBRANE (OR EQUAL); INSTALLATION, NEW 3-1/2" O.D. SGH 40 -- LAPPING OF 5EAM5, AND SEALING OF NEW BASE PLATE 'A' HOT DIP GALV. 5TL. COL. ❑ ❑ El El El El El El El El El El MEMBRANE AS PER MANU. ALL EDGES OF ROOF NOT PROTECTED BY WELDED TO COL.;SEE (ASTM AI23) AS PER _I ( I--I ( ( 4 SPEC.'S. PITCH TO CUTTER. COPING REQUIRE 6ALV. DRIP STOP EDGE. BASE PL. DETAILS FOR FOUND. PLAN BY 51M5 ZX ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ PERIMETER OF ROOF INSULATION BOLTING STEEL (OR EQUAL) `� I I I I I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I ( I— WRAPPED IN VAPOR BARRIER NEW 4" P. -- ( I ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ I I I NEW " THK. PLYWOOD AT GONG. SEAMS (TYP)PROVIDE COLD JOINT GONG. 5LAB PAGE: LL]IL f ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ ❑ _ NEW I" THK, RIG D�NSDULATION pk (- ADHERED TO DECKING CALV. I... .•,I'i . . 0 In DRIP-STOP •;. �. .dig: . °. .', , ff U-4 0 "' a 40 EDGE ° ,d O Z r. • , I I I 4 GRAVEL BASE °... :°. ��Z •:: DATE: 01 19 24 COMPACTED FILL / / 14 OF 19 N PRECAST GONG. NEW 30"x30"xla" DEEP P. GONG. PAD " -— NEW (4) #5 HOR. G FTC. (MIN. 4,000 P51) LEACH I NO RI NO. ✓�� REBAR UPON (4) #5 A I A TE NEW " THK. GYP. BD. HOR. REBAR (a TOTAL) Y`4ri G,4LGUL�T I ONS ON PROVIDE INSULATION BETWEEN CAVITIES SIT PLAN FOR REO'D PER ENERGY TABLE (WHEN APPLICABLE) DIAMETER AS 2'-O" \\EFF�EG DEPTH ROOF RAFTERS AS NOTED ON PLAN �� AR,, '�-lIN. PER SITE PLAN MIN. "�`�� , GLEAN SAND O RA\/EL FILL -� DR""rNELL DETA I L 8 FLAT ROOF DETAIL OF N A-402.o A-402.0 STEEL COLUMN OTI NO DETAIL FO SCALE: I/2" = I'-O" SCALE: I" = I'-O° A-402.0 SCALE: 5/4" = i'—O" OE I ` ERAL 5 I �50L E)000' : _ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.6. STL. C EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.C5. NEW FOUNDATION WALL 0 STL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL Q m W N OOD FRAME (L.6. 5TL. P05T FOR 4" WALLSLo WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL -� POST FOR (o" WALLS), U.O.N. O NEW 2-HR FIRE RATED O _O WOOD FRAME (L.6. STL. C, O WHEN APPLICABLE) p C Lo Z4 r- C O 0 1 POST 4 COLUMN DE51ONATIONS: O Lo r 5TRUGTURAL PLAN NOTES POSTS 6 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED CVO 0 O AS FOLLOWS. NOTE THAT THESE DEVONATION5 DO NOT IMPLY O M O 51NOLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE,AS SPECIFIED Q 1 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES 4 STANDARD ACROSS MULTIPLE SPANS. PROVIDE 5PLICE5 DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED PO5T5/BEAM5. OSTACKED POST/COLUMN: ® AI (I) 2"x4" POST BI (I) 2"x(o" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T 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 L UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (5) 2"x4" POST B3 (5) 2"xb" P05T INTERIOR LOAD BEARING WALL: 3B AS INDICATED BY HATCHING. A4 (4) 2"x4" POST B4 (4) 2"xb" POST ALIGNSTUD5OFBEARIN6 WALLS TO LAND DIRECTLY 1- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. r , • HOLDOWN (IST TO 2ND FLOOR): A5 (5) 2"x4" POST B5 (5) 2--lb" POST - - - j - - - - - - - - - - HOEDOWN 'A' AS PER PAGE 6-003 I •� a M 7B 7B 'IB 7B I W HOLDOWN (FOUNDATION TO IST FLOOR): 3-1/2" O.D. SGH 40 5-1/2" O.D. SGH 40 4B HOLDOWN 'B' AS PER PAGE 6-003 p�-� STL. COL. (ASTM 0-� 5TL. COL (ASTM '�� NEW REINFORCED P. GONG. SLABAI23) BY 51M5 AI23) BY 51M5 5B I. NEW 4" THK. P. GONG. SLAB W/6"xb"-10/10 W.W.M. UPON STEEL (OR EQJ STEEL (OR EQJ 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE I I U PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER ' DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ( I ■�/ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND d�♦ • � I PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. 6D 36"x3b"xib" DEEP P. GONG. PAD FOCITIN6 AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR - - - - - - - - - - - - - - - - STRUCTURAL PERMAGAST GOLU1rIN (5,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER I 7P STRUCTURAL SQUARE PERMAGAST COLUMN W/MIN. ENCOUNTERED. :.. PLACEMENT LBS LOAD BEARING GAPAGITY. BEAM EMENT SHALL ENSURE GONGENT121G LOADING OF -3. POURED CONCRETE SHALL BE KEPT M015T FOR A MIN. OF 14 DAYS. 4 - - - - - - - - - - - - - - - - - - PLAC - - - COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4, ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT PERMAGAST COLUMN FOOTING (f'AD FTC.) 26 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. 7B PERMAGAST COLUMN UPON 12"(P P. GONG. 50NOTUBE UPON 24"x24"x12" DEEP P. GONG. FOOTING A5 PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED DETAIL 6/A-401. CARBON STEEL ASTMA615 GRADE 60. WWM FOR SLABS DO NOT NEED TO BE EPDXY COATED. ; . I I I SG 10 6C AS PER DETAILS 8 A 401INUOUS 3Tq/A-401F(TYP)G 6. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS �. NEW II 7/6" 560 WI F.J. I ( a• . . ,r •,, ;; +- ••� SHALL BE STAGGERED. I ® 12" O.G. I bG IO OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.'D TO ACCOMMODATE 6ARAOF DOOR CLOSURE 8 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL d HARDWARE IN DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 4 MAINTAIN REQUIRED CLEARANCES, 12 COVERAGES, AND PLUMBNE55. , 0' TYPICAL P. GONG. FOOTING 4 HALL CONSTRUCTION: 10 8. CEMENT SHALL CONFORM TO ASTM C-33 FOR STANDARD WEIGHT I -J 1 • 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD � - - NEW II 7/6" 560 WI F.J. SILL SEAL;2"x4" P.T. SILL PLATE 0 LOWER SHELF. CONCRETE. 12 ® Ib" O.G. ANCHOR BOLTS AS PER PAGE 6-003 P. GONG. FOUND. WALL AS PER DETAILS g/A-401 BASEMENT, DETAIL 6/A-401 ® CRAWL5PACE, $ DETAIL G_ONGETE - GOLD WEATHER POURING CONCRETE MIXTUR= �i 5"x5"x " STEEL 7/A-401 ® SLAB-ON-GRADE _ I I 50. COLUMN 6D 1 P. GONG. FT6. AS PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF G 10 :° 6B F - 7tx-� ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45" F IF THAT TEMPERATURE -B.O. FOOTING 3'-0" BELOW GRADE: MIN. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 12 1/2" EXPANSION JOINT® PERIMETER OF SLAB (WHEN �' m APPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. :•r AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / - - - - - - J 1- J I �- STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL L -� ,- MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 30(o. *:' 11'--1' `1 2 Iq b FOR HEIGHT OF WALL d SLAB (WHI'_N APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW II 7/6" 560 WI F.J. II NE ATTIC # GAPAGITY PULL DOH 4 57AIR: SURFACES. FROZEN OROUND MAY OBE REMOVED OR HEATED TO � ® Ib" O.G. 1. MIN. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") I <V NEW II 7/8 560 WI F.J. m 3.DBL. FRAMING WHEN NEW OPENING, U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I 0 ® 16" O.G. 4.WEATHERSTRIP ACCESS OPENING 4 PROVIDE R-4q REMOVE A5 REO'D. INSULATION ABOVE W/ WD. FR. (OR EQ) BAFFLE OR J RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I ( I m DWELLIN6 WHEN OPENED, AS PER NYS EGG R402.2.4 PERMITTED WHEN NECESSARY. - - I o (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE " r- THERMAL ENVELOPE OF BUILDING). 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR 1416HER I I I t4EW II ®/2 56o G I'll F.J. L B OF CONCRETE TEMPERATURE. I = 6B 5. INSTALL AS PER MANU. SPEG.'s AND SHALE WITHIN 10° F 6.CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. I m I w 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. L t J 3 X Z NEW 11 7/6" 560 WI F.J. 12 BEAM POCKET (TYP) q. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE ® I6" O.G. TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 14-I I =ry I I W _ 13 ® PORGHE5 / PATIOS: (A5TM C4g4/C4g4M,TYPES G AND E). I - r DBL. F.J. 1 I I Q 0 I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL I +•+ >•"' •+• 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:46 AWAY AREAS EXCEED ONE SQUARE INCH. I -�' L J 12 6G FROM Bu1LD1N6 - - PROJECT: 5. FOR SLA55 ABUTTING FRAMING, INSTALL COPPER 11. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED - - - - - - -10 - - - - - - - I FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS 1 -1 NEW 11 7/8' 560 WI F.J. BED ALL FLASHING IN ASPHALTIC MASTIC, REACHED A COMPRESSIVE STRENGTH OF 500 P5I. I ® I6" O.G. 4. PORCH /PATIO WALLS OF 5EPAfRAT'E POURS SHALL BE DOWELED W/#5 ® 6" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. I _ 0. I I I I I I - - - - - - - - - - - - e LAU R E L AVE N U E NEW 11 7/6" 560 WI F.J. I - - - - - - TO MAIN FOUND. ® 16" >' NEW it 7/6" 560 WI F.J. r- -- a 4 4B LOT I 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING I <_ tp7-1 > SOIL BEARING CAPACITY NOTE: I p NEW UP d� (16) RI ® - 2375 LAUREL AVENUE STRUCTURAL DE516N OF FOOTINGS ASSUMES A SOIL I = 1 t 7.5� 1 BEARING CAPACITY OF 1.0 TON/S.F. I - I ( I I SOUTHOLD, N.Y. 11971 6B 1 m NEW 11 7/5" 560 WI F.J. 1 I DRAWING TITLE: K I ® I6" O.G. z 12 r- - - - -- - - - - � �- - - - 4B I I PROPOSED STRUCTURAL PLAN - - - - - 12 r - 12 _NEW II 7/6" 560 WI F.J. I s r NE ( 75 _ F- - - - - - - - - - - - I �! - � LVLDRP. HDR. I ® I6" O.G. I I I I I �- - - - - 8C - � I I I I I PAGE: , NEW II 7/6" 560 WI F.J. 345 - - - - - - - - - - � ® 16" Q.G. I I I I 0 I •' I I I I 5-:101000 ~ - - - - - - - - - - - - - - - - - - - - - � �- - - - - - - - - - - � I I I I DATE: 01/19/24 15 OF19 L- - - - - - - - - - - - - - - - - - - - - - - - - - - - 8 - - - - - - - - - - 45 L- - - - - - - - - - - - - - - - - - - - - - - -i I D A 0 L- - - - - - - - - - - - - fir_ �tOi 45 t`. i�fi�0�'OSEI� FOU�l17AT101� STRUCTURAL fi=L.A1� .fit. SCALE: 1/4" = 1'-0" -v �3 F OF 1141 1 - 5E I ` ERAL 5 I t,,-150L E"%r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. STL. EXISTING TO REMAIN WHEN APPLICABLE) Q NEW WOOD FRAME (L.15. I NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL a ) WOOD FRAME (L.6. 5TL. POST FOR 4 WALL5 U WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL CA P05T FOR b" WALL5), U.O.N. NEW 2-HR FIRE RATED _ _ WOOD FRAME (L.6. 51'L. WHEN APPLICABLE) p r Z 4 C O 0 N POST 4 COLUMN DESIGNATIONS: 0 O m A.- (o STRUCTURAL PLAN i`IOTES POSTS d COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED 4--' CV Q ''-' LO AS FOLLOWS. NOTE THAT THESE DESIGNATIONS DO NOT IMPLY c: O m O51NOLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, A5 SPECIFIED Q a STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES d STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED POSTS/BEAM5. O5TAGKED POST/COLUMN: ® AI (1) 2"x4" P05T BI (1) 2"xb" POST LOCATE INDICATED POST OR COLUMN ABOVE/BENEATH P05T 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 WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" P05T B3 (5) 2"xb" P05T INTERIOR LOAD BEARING WALL: - -1 3B AS INDICATED BY HATCHING. ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A4 (4) 2"x4" POST B4 (4) 2"xb POST I _ � - El I UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. NE✓J (2) 11.875 WRAPPED W/ Ixx AZEKZEK FLUSH 2.OE AM HEADER I � •w HOLDOWN (IST TO 2ND FLOOR): ®----� (5) 2"x4" P05T B5 (5) 2"xb" POST HOLDOWN 'A' AS PER PAGE 0-005 M HOLDOWN (FOUNDATION TO IST FLOOR): 3-1/2" O.D. 5CH 40 5-I/2" O.D. 5GH 40 I v v ! uj 4B HOLDOWN 'B' AS PER PAGE 5-003 p�-� 5TL. COL. (A5TM 5TL. COL (A5TM I O O NEW REINFORCED P. GONG. 5LAE3 AI23) BY SIMS '-' AI23) BY SIMS �y N 5B I. NEW 4" THK. P. GONG. SLAB w/6°xb"-10/10 W.W.M. UPON STEEL (OR EQ.J STEEL (OR EQ) I ® 3: 2. 6 MIL POLY VAPOR BARRIER UPON z z 3. 4" (MIN.) &RAVEL BASE C PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: I ! 6B 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER I •�■ DETAIL 2/A-401. 1. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ( ♦Aft FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTIN65. ^♦ 6D 36"x3b"xl5" DEEP P. GONG. PAD FOOTING AS PER 2• IF WATER ENCOUNTERED DURING POURING OF GONG.,EXCAVATION V,I► DETAIL 4/A-401. NM?q (5) 11.575 FLUSH 2.OE MIGROLAM HEADER SHALL BE DE-WATERED. THE POUR SITE SHALL REMAIN DRY FOR � k; STRUCTURAL PERMAGAST COLUPlN (5.000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 7 q ENCOUNTERED. II��WW STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. 'I 5,000 L55 LOAD BEARING CAPACITY. SEAM 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. #; PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF COLUMN, AS PER MANUFACTURER SPECIFICATIONS. J LIVING ROOM 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT PERMAGAST COLUMN FOOTING (PAD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 315 CODE. 356.4 S.F. _j A" < A, PERMAGAST COLUMN UPON 12"(P P. GONG. SONOTUBE UPON 24"x24"x12" DEEP P. GONG. FOOTING AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED O iq O _ DETAIL b/A-401. CARBON STEEL A5TMA615 GRADE 60. WWM FOR SLABS DO NOT X cV X cV _, NEW(2) q.5 FLUSH 2.OE w NEED TO BE EPDXY COATED. _ 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING X ® � 0 MICROLAM HEADER AS PER DETAILS 5/A-401 d 9/A-401 (TYP) b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. z o OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS DI"I REQ.V TO ACCOMMODATE 6ARAOE DOOR OL05URE 8 7. PROVIDE MECHANICAL DEVICES TO HOLD STEEL $ HARDWARE IN I I ® V DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING d MAINTAIN REQUIRED CLEARANCES, COVERA6E5, AND PLUMBNES5. O TYPICAL P. GONG. FOOTING 8 WALL CONSTRUCTION: 10 5. CEMENT SHALL CONFORM TO A5TM G-55 FOR STANDARD WE16HT QI cV `P 2"xb" P.T. SILL PLATE 1-4/ COPPER TERMITE SHIELD d SILL SEAL;2"x4" P.T. SILL PLATE v LOWER SHELF. CONCRET1 4�� u z E. „ W ANCHOR BOLTS AS PER PACE 0-003 z ® KIT HEN - y Z P. GONG. FOUND. WALL AS PER DE:TAIL5 II/A-401 ® p -_ NEW W12x106 STEEL W FLANGE Aag2-50 FLUSH 27 5.F. BEDROOM 2 € BASEMENT, DETAIL 5/A-401 ® CRkKLSPACE, 4 DETAIL a`s HEADER;PACK OUT TO HANG FJ AND HDR. _ Y '!/A-401 ® SLAB-ON-GRADE GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE z in - - - - - - - - - - - - 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 qi „ B ROOM 2 e;; ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR 5 x5 x ' STEEL 5 x5'x 'IT p - ATHROOM 2 CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE HANGER TO1.5 S.F. B.O. FOOTING 3'-0" BELOW GRADE MIN. 50. COLUMN HOLD 4 TONS 50. COLUMN 60 S.F.HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE.1/2" EXPANSION JOINT 0 PERIMETER OF SLAB (WHENAPPLICABLE) 2. SPECIFICITY OF CONCRETE DESIGN MIX SHALL BE BY OTHERS. �{��, NEW II '1/5" 560 WI F.J. AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / w ® 12" O.G. STOOPS (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL BEDROOM I p05.5 S.F. QQMA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 506. _FOR HEIGHT OF WALL E SLAB (WHEN APPLICABLE) 0 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / NEW II '1/5" 560 WI F.J. - - NFI /5" 560 WI F.J. II NEW ATTIC ACCESS - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO 0 12" O.G. I6" O.G. 1. MIN. 550 # GAPAGITY TEMPERATURES WITHIN 10° F OF CONCRETE. NEW II 7/5" 560 WI F.J. IL 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") ® I6" O.G. 5.DBL. FRAMING WHEN NEW OPENING,U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. e - ---- 4.WEATHERSTRIP ACCESS OPENING $ PROVIDE R-49 REMOVE AS REOV. �R I I O Z INSULATION ABOVE w/ IN UL IO E R BAFFLE IN 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE z rntt O I �pg qgp W RETAINER TO PREVENT INSULATION FROM ENTERING PERMITTED WHEN NECESSARY. r U . BELOW P T ABOVE DWELLIN6 WHEN OPENED,AS PER NY5 EGG R402.2.4A.L:-IAI (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE BATHROOMICL05ET 0 THERMAL ENVELOPE OF BUILDING). 7. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° FOR HIGHER 28.4 S.F. 60 5.F. 5. INSTALL AS PER MANU. SPEG.'s AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. 6,CONSULT H.O. FOR PRECISE LOCATION OF ACCESS. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. DINING ROOM u NEW II 7/5" 560 WI F.J. I 316.3 S.F. ® ib O.G. 12 BEAM POCKET (T`(P.) 9. NON-CHLORIDE, NON-GORRO51VE ACCELERANT ADMIXTURES ARE NEW (2) 11.6-15 FLUSH 2.OE MICROLAM HEADER - - - TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 506 (A5TM C414/C4g4M, TYPES G AND E). 13 a PORGHE5 / PATIOS: � o 1. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT CROSS SECTIONAL WALK-IN NE I DN a; 0 2. ALL HORZ. SURFACES SHALL BE F'ITGHED ® 1:48 AWAY AREAS EXCEED ONE SQUARE INCH. CLOSET i' ; ;• PANTRY : s:; ,;.;..::, ,!�.. , s FROM BUILDING 39 5.F. *I6)5RI ® Ell, I-15 5.F. PROJECT: 3. FOR SLABS ABUTTING FRAMING, 1145TALL COPPER 11. ONCE CONCRETE 15 PLACED. CONCRETE SHALL NOT BE EXPOSED FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS BED ALL FLASHING IN ASPHALTIC MASTIC REACHED A COMPRESSIVE STRENGTH OF 500 PSI. EW (2) 11.575 FLUSH .OE MICROLAM HEADER 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL NEW UP LAU EIV U E .. w BE DOWELED w/#5 ® 5" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. Lc (I6) RI ® MUDROOM - - - - - - - - 8 TO MAIN FOUND. I GL. FOYER f 7 5 NEW II -7W4WvQ WI F.J. F NEW II 7/5" 560 WI F.J. W LOT 1 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING O I�fBt)S atF ® I6" O.G. I ® 12" O.G. _ O i SOIL BEARING CAPACITY NOTE: r ® I 2375 LAUREL AVENUE STRUCTURAL DESIGN OF FOOTIN&S ASSUMES A SOIL tu DBL. F.J. BELOW P05T ABOVE SOUTHOLD N.Y. 11971 BEARING CAPACITY OF 1.0 TON/5.F. ::.. .. • 3, .'.;: 1-- - - - - I- NE 5 7 8 F.J. 6 I I r DRAWING TITLE: L - - - - - - - - - - - - - - - - � (� _ _ 2 GAR GARAGE PROPOSED STRUCTURAL PLAN FRAI+�IE W/5.5"- - 560 S.F. �z PSL TUD5 I6" O.G. FRAME W/5.5" DEN a N WI F.J. ® - P5L STUDS 16" O.G. 18.i S.F. FRAME W/5.5" q2 m P5L STUDS Ib O.G. NEW II 7/5 560 WI F.J. 'II lu W[1 A' NEW (2) 11.575 FLUSH 2.OE MIGR�)LAM HEADER _ - - - - - - - - - - - - - - - Q PAGE: Zzo I I as N v to W I ® e NEW (5) Ilb-15 FLUSH 2.OE MICROLAM HEADER in FRAME W/5.5" FRAME ► 5 P5L STUDS 16" O.G. = I DATE: 01/19/24 16 OF 19 PSL5TUD5I6" O.G. L - - - - - - - - - - - - - - - -77 FL J N � I F-D AP,C PROPOSED F I RST FLOOR 57RUCTURAL PLAN SCALE: 1/4" = P-0" <° �A9�• 0-7 0�• OF N� O N /AL 5�'1�50L <E"' EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.G. 5TL. Q I EXISTING TO REMAIN WHEN APPLICABLE) NEW WOOD FRAME (L.6. NEW FOUNDATION WALL 0 5TL. WHEN APPLICABLE) W J NEW I-HR FIRE RATED MIN. (2) 2"x4" STRUCTURAL WOOD FRAME (L.G. STL. ® POST FOR 4" WALLS Q Lo WHEN APPLICABLE) (MIN. (2) 2"x(o" STRUCTURAL POST FOR b" WALLS), U.O.N. WOOD FRAME(AD LG. 5TL. C N O WHEN APPLICABLE) O C Lo z ' 4 O 0 STRUCTURAL PLAN NOTESP05T 4 COLUMN DESIGNATIONS: .� O Lo Lo POSTS k COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED N 0 m AS FOLLOWS. NOTE THAT THESE DE516NATION5 DO NOT IMPLY Q � 0 OSINGLE SPAN 5TRUGTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES B STANDARD ACROSS MULTIPLE SPANS. PROVIDE SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED P05T5/BEAM5. OSTACKED POST/COLUMN: ® AI (I) 2"x4" POST B BI (I) 2"xb" POST LOCATE INDICATED P05T OR COLUMN ABOVE/BENEATH P05T OR COLUMN ON FLOOR BELOWABOVE. INTERIOR LOAD BEARING WALL (ABOVE): ®--E� (2) 2"x4" POST B2 (2) 2"xb" POST 3 AS INDICATED BY DASHED OUTLINE. t ALIGN STUDS OF BEARING WALL5 TO LAND DIRECTLY L UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" POST B3 (3) 2"xb" P05T INTERIOR LOAD BEARING WALL_ 3B A5 INDICATED BY HATCHING. B4 (4) 2xb POST ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY A4 (4) 2"x4" POST UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. HOLDOWN (IST TO 2ND FLOOR): AS (5) 2"x4" POST B5 (5) 2"xb" P05T HOLDOWN 'A' AS PER PACE 6-005 M O4B HOLDOWN (FOUNDATION TO 1ST FLOOR): 3-1/2" O.D. 50H 40 5-1/2" O.D. 50H 40 4- J W HOLDOWN 15 AS PER PAGE 6-003 0--E 5TL. COL. (A5TM �.-�p 5TL. COL (A5TM ■o NEW REINFORCED P. GONG. SLAB A123) BY 51M5 A123) BY 51M5 5B I. NEW 4" THK. P. GONG. SLAB w/6"xb"-10/10 W.W.M. UPON STEEL (OR EG) STEEL (OR EG) 2. 6 MIL POLY VAPOR BARRIER UPON 3. 4" (MIN) GRAVEL BASE PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTES: bB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER • DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT rvn/ FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND PAD FOOTING DOWNWARD FROM THE BOTTOM OF EXISTING ADJACENT FOOTINGS. W 6D 36"x36"xIW DEEP P. GONG. PAD FOOTING AS PER 2• IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION V/ DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR NEW (5) 11.615" 2.OE 5TRUGTURAL PERMACA5T COLUMN (8,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER _ _ MIGROLAM HEADER WRAP W/ I"x AZEK 7A ENCOUNTERED. - - - - - - - - - - - - - - - - - STRUCTURAL SG2UARE PERMAGAST COLUMN w/MIN. 5,000 LBS LOAD BEARING CAPACITY. BEAM 1U PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. COLUMN, A5 PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 PSI POURED CONCRETE AT x x PERMAGA5T COLUMN FOOTING (PAD FTC.) 25 DAYS AND SHALL CONFORM TO THE CURRENT AGI 515 CODE. w NEW 2"X5" G.T. w �B PERMAGA5T COLUMN UPON 12"0 P. CONC. 50NOTUBE O ® 16" O.G. OIL 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED N UPON 24"x24"xl2" DEEP P. GONG. FOOTING AS PER , a DETAIL 6/A-401. CARBON STEEL A5TMA615 GRADE 60. MM FOR 5LAB5 DO NOT - I ' NEED TO BE EPDXY COATED. SG 24"xl2" DEEP P. GONG. CONTINUOUS FOOTING = ` AS PER DETAILS 5/A-401 d a/A-401 (TYP) b. U.O.N., REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS -w SHALL BE STA66ERED. OTOP OF FOUND. WALL MAY BE STEPPED DOWN A5 IIIzt REGZ.'D TO ACCOMMODATE GARAGE DOOR CLOSURE d 1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL b HARDWARE IN Z DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING 6 MAINTAIN REQUIRED CLEARANCES, COVERAGES, AND PLUMBNES5. 4 J TYPICAL P. GONG. FOOTING 4 WALL CONSTRUCTION: IO 2"x6" P.T. SILL PLATE 1-4/COPPER TERMITE SHIELD B. CEMENT SHALL CONFORM TO ASTM 0-55 FOR STANDARD WEIGHT I0 SILL SEAL;2"x4" P.T. SILL PLATE ® LOWER SHELF. CONCRETE. [ ANCHOR BOLTS AS PER PAGE 6•-003 P. GONG. FOUND. WALL A5 PER DETAILS q/A-401 ® .41 r 7777,77 _„ BASEMENT, DETAIL 8/A-401 ® 05 AWL5PACE, b DETAIL _ GONGETE - GOLD WEATHER POURING 4 CONCRETE MIXTURE VA-401 ® 5LAB-ON-6RADE P. GONG. FTC NEW (2) 15 FLUSH 2.OE. AS PER DETAIL(5) NOTED SEPARATELY I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF MIGROLAM HEADER NE G.J. ASPHALTIC MASTIC DAMP PROOFING TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE C. p .O. FOOTING 5'-0" BELOW ORADE MIN. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. 1/2" EXPANSION JOINT ® PERIMETER OF SLAB (WHEN - NE ®26O.G.J B ,x tL 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. 53 S.F. I. 5TOOP5 (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL ® 48" O.G. I E! BEDROOM 4 I r MA50N TO ACCOUNT FOR FIN15H STONE ON THIN SET CONFORM TO AGI 306. - 233.3 S.F. FOR HEIGHT OF WALL 6 SLAB (W'4EN APPLICABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / 'Y BEDROOM 3 =' 0NEW ATTIC AGGESS - PULL DOWN STAIR: SURFACES. FROZEN GROUND MAY BE REMOVED OR HEATED TO M.3 S.F. II f I. MIN. 550 # CAPACITY TEMPERATURES WITHIN 10° F OF CONCRETE. 2.SIZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x30") 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. 35o S.F. 4.WEATHERSTRIP ACCESS OPENING d PROVIDE R-401 REMOVE AS REOV. ® I6" O.G. FN- INSULATION ABOVE w/HD. FR. (OR EW BAFFLE OR "'' _ z RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE 4E7 L- 4.DWELLING WHEN OPENED, AS PER NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. o(OMIT WHEN ATTIC AGGESS DOES NOT PENETRATE ... _THERMAL ENVELOPE OF BUILDING). 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33 F OR H16HER ALK_I5. INSTALL AS PER MANU. SPEG.'s AND SHALL BE WITHIN 10* F OF CONCRETE TEMPERATURE. (3) "i.5" LVL FLUSH HDR. POST FROM CLOSETRIDGE ABOVE6.CONSULT H.O. FOR PRECISE LOGP:TION OF AGGESS. 8. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. .,.,�,." L. G.J. BELOW RIDGE VE 32 5:� BEAM POCKET (TYP) 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE . NEW 2"XS" G.J. NEW 2""" G•J• PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 " ® 12" O.G.TYPICAL CLOSED FOUNDATION (ASTM G494/G494M, TYPES G AND E).® PORCHES / PATIOS: tLAUNDRY ..-'I. SEE NOTED DETAILS 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT OR055 SECTIONAL NEW DN ROOM '2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. BATHROOM 3 (I6) RI ®FROM BUILDING 63R S.F. 3. FOR 5LAB5 ABUTTING FRAMING, INSTALL COPPER II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED NEW 2" 8" G.J. '; ,;, p I ROJECT. PJ FLASHING FROM 12" ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HASBED ALL FLA5HIN6 IN ASPHALTIC: MASTIC, REACHED A COMPRESSIVE STRENGTH OF 800 P5I. � I LAU�ELAVEIVUE PORCH /PATIO WALLS OF SEPARATE POURS SHALL BE DOWELED w/#5 ® 8" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 306. WALK-IN d TO MAIN FOUND. GL 5ET u- I LOT 1. 14 PROVIDE 4" SHELF FOR GONG. SLA13 AND/OR F.J.=BEARINC-] s A 501E BEARING CAPACITY NOTE: 2375 LAUREL AVENUE NEW 2"XS" G.J. ' _ _ _ _ SOUTHOLD N.Y. STRUCTURAL DE516N OF FOOTINGS ASSUMES A 501L BEARING GAPACITY OF 1.0 TON/5.F. ® I6" 1�.971 NEW 2"XS" G.J. I a ® 12" O.C. DRAWING TITLE: UNF I N 15HEDNNCOND I T I�NED UNF I N I SHED/UNGOND I TI ONED SPACE 5PAGE I I 'M0.4 S.F. I I PROPOSED STRUCTURAL PLAN I61 S.F. NEW 21IX8" G.J. ME' a>_; ® 161, O.G. ffs. I PAGE: 14'-O" i� DATE: 01/19/24 17 OF 19 _, I FROPOSED SECOND FLOOR 57RUG7URAL FLAN �vpFt3 oit? SCALE: I/4" = I'-O" "f s;7ttC3�? r �t (5ENE /�L 5)0000l� 50L Y : -{ EX15TINO TO BE DEMOLISHED NEW PARTIAL HEIGHT WOOD FRAME (L.O. 5TL.EXISTING TO REMAIN a WHEN APPLICABLE) 0 NEW WOOD FRAME (L..G. NEW FOUNDATION WALL W 5TL. WHEN APPLICABLE) W J m NEW I-HR FIRE RATED ® MIN. (2) 2"x4" STRUCTURAL y N WOOD FRAME (L.G. STL. POST FOR 4 WALLS WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL Q � � � O P05T FOR b" WALL5), U.O.N. O WOOD FRAME (L.6 SD STL. (V p WHEN APPLICABLE) O Lo z ' c O 0 co m STRUCTURAL PLAN NOTES P05T 8 COLUMN DESIGNATIONS: ,0 O Lo Lo POSTS 4 COLUMNS OF PARTICULAR IMPORTANCE ARE INDICATED N 0 4 AS FOLLOW5. NOTE THAT THESE DE516NATIONS DO NOT IMPLY O O51NOLE SPAN STRUCTURAL MEMBER: SUCH MEMBERS ARE NOT NECESSARY ELSEWHERE, AS SPECIFIED Q 0- 0 STRUCTURAL MEMBER SHALL NOT BE CONTINUOUS BY OTHER CONSTRUCTION DOCUMENT NOTES E STANDARD ACROSS MULTIPLE SPANS. PROVIDE: SPLICES DIRECTLY FRAMING REQUIREMENTS. ABOVE INDICATED PO5TS/5EAM5. OSTACKED POST/COLUMN: ® AI (1) 2"x4" PO5T 0 BI (1) 2"xb" POST 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, t ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. A3 (3) 2"x4" P05T B3 (5) 2"xb" P05T 3B INTERIOR LOAD BEARING WALL._ AS INDICATED BY HATCHING. ffiff-H (4) 2"x4" POST ®---7 (4) 2"xb" POST ALIGN STUDS OF BEARING WALLS TO LAND DIRECTLY UPON F.J. OR BEAM (WHEN APPLICABLE) BELOW. FLAT ROOF ••'� HOLD OWN (15T TO 2ND FLOOR):_ M--R (5) 2"x4" POST B5 (5) 211xb" POST 4 HOLDOWN 'A' AS PER PACE 6-003 W co4B HOLDOWN (FOUNDATION TO 15T FLOOR): 3-I/2" O.D. SGH 40 5-I/2" O.D. SGH 40 4-1 HOLDOWN 'B' AS PER PAGE 5-005 p-El 5TL. COL. (ASTM O- STL. COL (ASTM ■o■ NEW REINFORCED P. GONG. SLAB AI23) BY SIM5 AI23) BY 51M5 SB I. NEW 4" THK. P. GONG. SLAB w/6"xb"-I0/I0 W.W.M. UPON I STEEL (OR EQ) STEEL (OR EQ) 2. 6 MIL POLY VAPOR BARRIER UPON - - - - - - - - - - - - - - - - - - - - - - - - - - -3. 4" (MIN) 6RAVELBASE - - - - - - - - - - - - - - PAD FOOTING POURED CONCRETE AND STEEL REINFORCEMENT NOTE5: bB 24"x24"x12" DEEP P. GONG. PAD FOOTING AS PER DETAIL 2/A-401. I. ALL EXCAVATIONS SHALL NOT UNDERMINE EXIST. ADJACENT ♦V/,1 FOUNDATIONS BY AN ANGLE OF 45° PROJECTED OUTWARD AND DOWNWARD FROM THE BOTTOM OF EX15TINS ADJACENT FOOTIN65. PAD FOOTING 6D 3b"x3b"x15" DEEP P. GONG. PAD FOOTING AS PER 2. IF WATER ENCOUNTERED DURING POURING OF GONG., EXCAVATION CL DETAIL 4/A-401. SHALL BE DE-WATERED. THE POUR 51TE SHALL REMAIN DRY FOR STRUCTURAL PERMAGAST COLUMN (8,000 LBS): ENTIRETY OF POUR. CONTACT ARCHITECT WHEN WATER 7A STRUCTURAL SQUARE PERMAGAST COLUMN w/MIN. ENCOUNTERED. } - - - - - - - - - - - - - - - - - - - - - - - - 8p00 L55 LOAD BEARING CAPACITY. BEAM NEW 2"XIO" R.R. NEW 2"XIO" R.R. I i PLACEMENT SHALL ENSURE CONCENTRIC LOADING OF 3. POURED CONCRETE SHALL BE KEPT MOIST FOR A MIN. OF 14 DAYS. I I ® I6" O.G. ® 16" O.G. r COLUMN, AS PER MANUFACTURER SPECIFICATIONS. 4. ALL FOUNDATION WORK SHALL BE 4,000 P51 POURED CONCRETE AT - - �-- - - � I (PERMAGAST COLUMN FOOTING (PAD FTC.) 28 DAYS AND SHALL CONFORM TO THE CURRENT AGI 318 GORE. s 7B NEW 2"XIO" R.R. NEW 2"XIO" R.R. PERMAGAST COLUMN UPON 12"0 P. CONC. SONOTUBE UPON 24"x24"x12" DEEP P. GONG. FOOTIN AS PER 5. ALL REINFORCEMENT BARS SHALL BE DEFORMED EPDXY COATED I ® Ib" D.G. ® 16" O.G. G DETAIL 6/A-401. CARBON STEEL A5TMAblS GRADE 60. MM FOR SLABS DO NOT NEED TO BE EPDXY COATED.24"xlZ' DEEP P. CONO. I X 8G AS PER DETAILS 95//A-401T INUOUS C Bci/A-401 (TYP) 6. U.O.N.,REBAR LAPS SHALL BE A MIN. OF 40 DIAMETERS. ALL LAPS SHALL BE STAGGERED. OTOP OF FOUND. WALL MAY BE STEPPED DOWN AS REQ.'D TO ACCOMMODATE 6ARA&E DOOR CLOSURE 4 -1. PROVIDE MECHANICAL DEVICES TO HOLD STEEL 4 HARDWARE IN I X DWELLING ENTRY (VERIFY DIM. IN FIELD) PLACE AT TIME OF POURING E MAINTAIN REQUIRED CLEARANCES, z COVERACES, AND PLUMBNE55. - - - - - - - - - - - - - - - - - - - - - - - - _j DBL. R.R. I - - - - - - - - - - - - - - - - - - - - - - - - - TYPIGALP. GONG. FOOTING 4 b^IALLGONSTRUCTION: - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -� 10 2"xb" P.T. SILL PLATE w/COPPER TERMITE SHIELD d 5. CEMENT SHALL CONFORM TO ASTM G-33 FOR STANDARD WEIGHT I � T� TI SILL SEAL;2"x4" P.T. SILL PLATE: ® LOWER SHELF. CONCRETE. ANCHOR BOLTS AS PER PAGE 0-003 P. GONG. FOUND. WALL AS PER DETAILS a/A-401 ® BASEMENT, DETAIL 8/A-401 ® CRAWLSPAGE, d DETAIL GONGETE - GOLD WEATHER POURING +s: CONCRETE MIXTURE '1/A-401 ® SLAB-ON-GRADE - -N NEW 2"XIO" R. ( I X P. GONG. FTC. AS PER DETAIL(S) NOTED SEPARATELY �J X N 2"XIO" R.R. I. THESE SPECIFICATIONS SHALL APPLY FOR THE POURING OF I I �' O I6" O.G. ® I6' C. I I O p ASPHALTIC MASTIC DAMP PROO'PIN6 TO EXTERIOR CONCRETE IN TEMPERATURES UNDER 45° F IF THAT TEMPERATURE +� O B.O. FOOTING 3'-0" BELOW GRADE MIN. HAS BEEN SUSTAINED FOR A 24 HOUR PERIOD OR MORE. I I n xi I I I I A 1/2 EXPANSION JOINT ® PERIMETER OF SLAB (WHEN iA j0 LJ XI APPLICABLE) 2. SPECIFICITY OF CONCRETE DF-51ON MIX SHALL BE BY OTHERS. I I �- I I �O Q AIR ENTRAIN P. GONG. FOR PORCHES /PATIOS / 0 [X „ 5TOOP5 (WHEN APPLICABLE) 3. ALL GOLD WEATHER PREPARATIONS AND CONCRETE POURING SHALL I I ��. I IP 4'O NEW 2 xa R.R. MA50N TO ACCOUNT FOR FINISH STONE ON THIN SET CONFORM TO AGI 306. I p0 � O PITGH�4" 8. FOR HEIGHT OF WALL 3 SLAB 6h1HEN APPLIGABLE) 4. IN NO CASE SHALL CONCRETE BE PLACED ON FROZEN GROUND / o'\ ,JO II 1. MIN. 5D # CAPACITY PULL D01^4N STAIR: TEMPERATURES W THIN IORFACES. FROZEN U FD MAY CONCRETE. COVED OR HEATED TO i I I I vP p 2.51ZE TO FIT MECH. EQUIP. THRU OPENING (MIN. 22"x309 3 3.DBL. FRAMING WHEN NEW OPENIN15, U.O.N. 5. IN NO CASE SHALL CONCRETE BE PLACED ON ICE OR SNOW. I Wks! 2"XIO" R.R. I INSULATION ABOVE w/WD. FR. (O k PROVIDE R-49 REMOVE AS REOV. ® Ib" O.C. z 4.WEATHERSTRIP AGGE55 OPENING- NEW (2) 12 RIDGE NEW 2 XIO R.R. I I Z R EQ) BAFFLE OR �j RETAINER TO PREVENT INSULATION FROM ENTERING 6. THE USE OF HEAT BLANKETS OR ELECTRIC BLANKETS ARE I I I I I NEW (2) 2"xl2„ RIDGE ® I6" O.G. I 2 DWELLING WHEN OPENED, AS PER, NY5 EGG R402.2.4 PERMITTED WHEN NECESSARY. (OMIT WHEN ATTIC ACCESS DOES NOT PENETRATE pp I O THERMAL ENVELOPE OF BUILDING). 1. FORMWORK SHALL BE AT A MIN. TEMPERATURE OF 33° F OR HIGHER I ( I Q I I V AND SHALL BE WITHIN 10° F OF CONCRETE TEMPERATURE. /NEk4Z�'X100"' NEW 2 XIO R.R. 5. INSTALL AS PER MANU. SPEG.'s I I ® Ib" O.G. � 6.CONSULT H.O. FOR PRECISE LOCATION OF AGGE55. 5. CONCRETE SHALL BE AIR ENTRAINED FOR GOLD WEATHER POURING. I m 12 I I � I I NEW 10" R.R. I I N O BEAM POCKET (TYP.) 9. NON-CHLORIDE, NON-CORROSIVE ACCELERANT ADMIXTURES ARE , ® Ib O.G. TYPICAL CLOSED FOUNDATION PERMITTED TO BE ADDED TO CONCRETE MIXTURE AS PER AGI 306 I IQ rn ( I I I I I Lii O (ASTM G4a4/G494M, TYPES G AND E). 1.1. SEE NOTED DETAIL S: 10. CONSULT ARCHITECT WHEN STEEL EMBEDDMENT GROSS SECTIONAL iy a` X Cy I I ® � ® W' O.G. 2. ALL HORZ. SURFACES SHALL BE PITCHED ® 1:45 AWAY AREAS EXCEED ONE SQUARE INCH. I I ® O O I I ® Ib" O.G. �` N PITCH 1/4 FROM BUILDING - o X 3. FOR SLABS ABUTTING FRAMING, INSTALL COPPER II. ONCE CONCRETE IS PLACED. CONCRETE SHALL NOT BE EXPOSED I I O Q I PROJECT: FLA5HING FROM 12 ABOVE AND ADJACENT TO SLAB, TO REPEATED FREEZING AND THAWING UNTIL CONCRETE HAS I O I I n A BED ALL FLA5HIN5 IN ASPHALTIC MASTIC REACHED A COMPRESSIVE STRENGTH OF 500 P51. I I w o 4. PORCH /PATIO WALLS OF SEPARATE POURS SHALL I - - I I I I i LA U R E L AV E N U E BE DOWELED w/ #5 ® 8" O.G. VERTICAL TO EA. OTHER 12. PLACEMENT TEMPERATURES SHALL CONFORM TO AGI 506. - - - - - - - - - - - 6 TO MAIN FOUND. - - - LOTI 14 PROVIDE 4" SHELF FOR GONG. SLAB AND/OR F.J. BEARING d? ( _ _ _ _ _ - - -1 DBL. R.R. I ( 2375 LAUREL AVENUE SOIL BEARING CAPACITY NOTE: - - - - - - - - - - I STRUCTURAL DESIGN OF FOOTINGS ASSUMES A SOIL BEARING CAPACITY OF 1.0 TON/5.F. I I I r _ _ _ _ _ _ _ _ - - I I I I I I I SOUTHOLD' N.Y. 11971 _ NE 2 1 R.R. ® 16 O.G. T- I ( ( I I I DRAWING TITLE: EXTEND WALL TO R.R. I I NEW 2"XIO" R.R. I I I I I ® Ib" o.C. I I I PROPOSED STRUCTURAL PLAN L - - - - -- - - - - - - - - -- - - - - - - - -- - rn rn � X I II � I II NEW 2"XIO" R.R. NEW 2"XIO" R.R. - - - - - - J I ( ® 16" O.C. ® 16" O.C. I PAGE: L- - - - - - - - - - - - - - - - II I II - • I IL - - - - - - - - - - - - - - - - - - - - - JI L- - - - - - - - - - - - - - - - - - - - - - - - _I DATE: 01/19/24 18 OF19 SCALE: 1/4 I O Ly t,'isi`' FOF N�� 4" FRE5H AIR VENT THROUGH ROOF I I Q 3 1 Q I Q I ui I W I I J Co N v � O Q j Q O O CD I O O !✓ Lo z d (6 � 1 O U CV LAUNDRY ROOM BATHROOM BATHROOM _--- -- I ---- --- r-----i- ---- - I I 1 - - ----__-- -------------- I p I.f� T- ----- --- m I_------- QO I I I 1 O I I I I I I I I O 2 it 1 I 2"I I 11 1 2"I I 1 IL I 21 1 1 21 1 1 1 p I 1 1 1 1 I I 1 PROVIDE "ABE5C0 FP200 FR p I I 1 12 1 1 1 2 1 EXPANDING FOAM" (OR EQUAL) U I I 1 I I AT ALL PENETRATIONS IN FIRE N I I I I RATED WALLS AND I FLOOR5/GEILIN65. PRODUCT t 1-�" 2" 1 I- " !SHOWER ! 1- !SHOWER CONFORMS TO A5TM E 514, 1s WASHER I ! ! ASTM E 84,AND UL 1419 rJ .2 3" 2 I � e 2" � ■ BATHROOM BATHROOM MUDROOM211 -- ----_--- LAUNDRY __-- --1-----rt ----T--l--------- 1 1 1 NOTE: r---- ----I--'-7-------T 1 I I I I KITCHEN I NET BAR 1 I ALL PLUMBIN6 WORK PWDR. ROOM 1 I I SHALL CONFORM TO UJ Qr i I I I LOCAL PLUMBIN6 CODE 0 2111 1 I II1 2 II1 1 1211 1211 ■.� 1 2 I .211,1 1 1 2„I 2 1 1 1 1 1 2„I .211,1 1 GLEAN OUT I I ! 1 I 1 1 1 31 1 I I 1 1 12 12 1 1 I 12 I r14. 1AS REOV 14 1 1 I 1 PROVIDE F.A.I. 2" )I' 14, 1_ , 1 I 1- I-j" I ! 14, (SHOWER 115HOWER I- 1 WASHER TSB DW tL + G.O. O (W7 O G.O. 4" U 4" HOUSE Q MAIN DRAIN G.O. H ::l--:::rl::> TO 5EPT ' SYSTEM IC, 4 N ' Q lu NOTE: n, ALL PLUMBING d FUEL 6AS WORK O SHALL CONFORM IL TO LOCAL PLUMBIN6 CODE d FUEL 6A5 O FL.UME31 NO RISER - BRAIN / NA57E / VENT PIPING PENETRATIONS: 1. PROVIDE "ABESCO FP200 FR SCALE: NT5 EXPANDING FOAM" (OR EQUAL) AT ALL PENETRATIONS AT WALLS AND FLOOR5/GEILIN65. 2.PRODUCT CONFORMS To ASTM E 814, ASTM E 84,AND UL 1419 KITCHEN LIVING ROOM 0 OAS FIREPLACE IL F- lL VERIFY SIZE f?AN6E w/MANU. I m m "' L O g o lr U V k W Q w I- a _ o NOTE: N m BATHROOM BATHROOM LAUNDRY ROOM ALL PLUMBING WORK < PROJECT: SHALL CONFORM TO P6 LOCAL PLUMBING GORE ? ROPOSED BURIED I,000 3� FURN. PROPANE TANK AIR HAND. LAU R E L AVE IV U E / = O qa EOEND LET I I I HOT WATER 0 I I Q4 I I Q4 Q W u2) � i � 3ji III :X � 2375 LAUREL AVENUE U U Iio I U GOLD WATER x1 :v = x1 F-.._.._..� SUPPLY iv1 i n1 !- sHowER m nl ry �1 i= sHowER NI i� �I ! 0, 5 RISER - SUi�L.Y SOUTHOLD, N.Y. 11971 �I I �1 �� I I �I ��_ WASHER �I .� �I 1- L ---- ---------------------'--J----- _ '--------------- --- -1_---J PROVIDE ABESGO FP200 FR L.._..L.._.._.._ _..L.._.._.._.._.._.._.._.._.._.._.._.._.1_.._..1.._.._._..J._.._.._.._.._.._.._.._.._ EXPANDING FOAM" (OR EQUAL) SCALE: NTS AT ALL PENETRATIONS IN FIRE LAUNDRY GL. BATHROOM BATHROOM KITCHEN NET BAR PWDR. ROOM RATED WALL5 AND DRAWING TITLE: FLOOR5/GEILIN65. PRODUCT CONFORMS TO ASTM E 814, ASTM E 84, AND UL 1419 PLUMBING RISER DIAGRAMS a GAS RISER DIAGRAM Q4 Q4 Q4 QQ qQ INTERIOR SHUT-OFF QQ I II I II�Q4 94 Q4 1 II� I ,� X Q I 1� 1 14 1 II 4 x FOR HOSE BIB 1 :X U I I I p� 1 I p� 1 ix I iX v I :3 1 �K I i3 ! i3 v - �1 .V x 1 .v 3 I X I X I I .v X I V �I I U �1 V 1 V I v NEW FREEZE PROOF HOSE BIB x i l V x 1 x 1 xl •O xl •O x1 :V x i x l � x l x l �I w/VACUUM BREAK FASrNED PAGE: cV 1 1 N m fill I iv1 I l I SHOWER 1I SHOWER w/ PIPE FASTENERS (PRECISE FHA5HER LOCATION T.B.D. IN FIELD - ------------1 --- 1 ' ---- =-------L-=-----------1=---------- — L ---= ---------L_--L ' ---- -J -- J CONSULT W/OWNER) -:ioi .._.._.._.._.. .._..I.._.._..J.._.._.. .._.._.._.._.._I.._.._.._.._.._.._.._.._I._.._.._.._.._.._..1-_.=-._T_.._..L-_.._.._.._.._.._..�.._.._�_.._.._�_.-L., .._. =..J.._.._.._. e u%j I I I _.._.._.._.._.._.. TO STREET 24 DATE: 01/14/ 19 OF 19 i rWATER MAIN tu z + to O N FL.UME31 NO RI 5ER - 5UPFL.Y FOF t4 SCALE: NTS