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HomeMy WebLinkAbout51393-Z TOWN OF SOUTHOLD BUILDING DEPARTMENT TOWN CLERK'S OFFICE SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 51393 Date: 11/18/2024 Permission is hereby granted to: Carol J Donargo 370 First Ave New York, NY 10010 To: Construct alterations to an existing single-family dwelling as applied for to convert the existing garage into habitable space with a bathroom. Premises Located at: 450 Haywaters Rd, Cutchogue, NY 11935 SCTM# 111.-2-2 Pursuant to application dated 09/30/2024 and approved by the Building Inspector. To expire on 11/18/2026. Contractors: Required Inspections: Fees: Single Family Dwelling- Alteration $389.00 CO Single Family Dwelling-Addition /Alteration $100.00 Total $489.00 Building Inspector 0tWof 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 https://www,,southoldtowniiy.gov Date Received APPLICATION FOR BUILDING PERMIT y �j} For Office Use Only , PERMIT NO. 1 Building Inspector: Applications and farms must be filled out in their entirety.Incomplete applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be,completed Date: OWNER(S)OF PROPERTY: Name: (j�%Qci— ` SCTM#1000- Project Address: 14s o ` A I'1 S 4APO C +"ems: t4v I C13� Phone#: Email; � t e- CCfi Mailing Address: ySC> 1 kiw vA'i S ID ,,TC-.fit"=-U-c 1 hq CONTACT PERSON: Name: Mailing Address: 41SO 'pw CJW-1L% Qcwo CSC-i-IUCOL- �1y3S Phone#: i / 7 . _J (p Email: 1�rjtyktr-- FA e—pt-,L.C_C I DESIGN PROFESSIONAL INFORMATION: Name: Mailing Address: lAWV- %1 40 d � Phone#: �o3i_' O Email -T ' DNTRACTPR INFORMATION: Name: I Mailing Address: �>-2> �i �SZi�6� fIa I1 'L'` l 131 Phone#: Ca31 -?1.�2-C3`iIc( Email: °Tr1(-- C-P%N&T1ZAC-'ontC=_��C.C�r'( DESCRIPTION OF PROPOSED CONSTRUCTION ❑New Structure ❑Addition PfAlteration ❑Repair ❑Demolition Estimated Cost of Project: ❑Other $ oe Will the lot be re-graded? ❑Yes o Will excess fill be removed from premises? ❑Yes 16<0 1 PROPERTY INFORMATION Existing use of property: SjNC3t� FArktj Intended use of property: Zone or use district in which premises is situated:.. Are there any covenants d restrictions with respect to this property? Dyes LJNo IF YES, PROVIDE A COPY. Nf Check BOX After Reading:" eading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town code APPUCATION Is HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk,County,New",York and other applicable Laws,Ordinances or Regulations,for the construction of buildings, additions,alterations,or for removal or demolition as hereln described.The applicant agrees to comply with all applicable laws,ordinances,butlding code, housing unisha code irid Bass I misdemeanor dmk authorized ursuant to Sect nsp !_ors on premises and in building(s)for necessary Inspections.False statements made herein are regup P " 1Q 45 of the New York State Penal Laity Application Submitted By(print name).a ,, "OL j J A)Aie4;p ❑Authorized Agent QUwner Signature of Applicant: r Date: f STATE OF NEW YORK) SS: COUNTY OF <I ) L�QUL �CCa being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the V\OriEct (Contractor,Agent,Corporate Officer, etc.) of said owner or owners, and is duly authorized to perform or have performed the said work and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief; and that the work will be performed in the manner set forth in the application file therewith. Sworn before me this J day of .S krP6�� 2O " r . • M" PROPERTY OWNER AUTHORIZATION , � (Where the applicant is not the owner) Expmes I, residing at do hereby authorize to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owner's Signature Date Print Owner's Name 2 i i Suffolk County Executive's Office of Consumer Affairs VETERANS MEMORIAL HIGHWAY * HAUPPAUGE,NEW YORK 11788 DATE ISSUED: 7/25/2002 No. 31849-H SUFFOLK COUNTY .dome Improvement Contractor License This is to certify that TIMOTHY D FOLEY � doing business as FOLEY CONTRACTING INC having furnished the requirements set forth in accordance with and subject to the provisions of applicable laws,rules and regulations of the County of Suffolk,State of New York is hereby licensed to conduct business as a HOME IMPROVEMENT CONTRACTOR,in the County of Suffolk. License Category NOT VALID WI THOUT Additional Businesses Suffolk County Dept of DEPART MENTA'�r'SEAL Labor,Licensing afi Consumer Affairs AND A CURRENT i CONSUMER AFFAIRS HOME IMPROVEMENT LICENSE ID CAI I Name TIMOTHY D FOLEY Business Name This cedlies that the beam is duly licensed FOLEY CONTRACTING INC by the County of suffolk License Number:H-311349 Roselle Drago Issued: 07/2512002 Commissioner �'- - Expires: 7/1/2024 TarWorkers' CERTIFICATE OF INSURANCE COVERAGE t Compensation Board NYS DISABILITY AND PAID FAMILY LEAVE BENEFITS LAW PART 1.To be completed by NYS 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 FOLEY CONTRACTING INC. 33 PINE DRIVE 6312620919 EAST NORTHPORT, NY 11731 Work Location of Insured(Only required if coverage is specifically limited to 1 c.Federal Employer Identification Number of Insured certain locations in New York State,i.e.,Wrap-Up Policy) or Social Security Number 450 Haywaters Road 26-0671693 Cutchogue NY 2. Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) Standard Security Life Insurance Company of New York Town of Southhold Building Dept. Town Hall Annex 54375 Main Road 3b.Policy Number of Entity Listed in Box 1a Southhold , NY 11971 R62325-000 3c.Policy Effective Period 12/13/2017 to 9/18/2025 4. Policy provides the following benefits: 0 A. Both disability and Paid Family Leave benefits. B.Disability benefits only. C. Paid Family Leave benefits only. 5. Policy covers: Q 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 disabilityinsured has y g above. Date Signed 9I1 /2024r Paid Family Leave benefits insurance coverage as desor a X g (Signature of insurance carrier's authprn d rLpresenttktive or NYS licensed insurance agent ofthat insurance carrier) Telephone Number (212) 355-4141 Name and Title SUPERVISOR-DBL/POLICY SERVICES i IMPORTANT:lf Boxes 4A and 5A are checked, and this form is signed by the insurance carrier's authorized representative or NYS Licensed Insurance Agent of that carrier,this certificate is COMPLETE. Mail it directly to the certificate holder. If Box 4B,4C or 5B is checked,this certificate is NOT COMPLETE for purposes of Section 220, Subd. 8 of the NYS Disability and Paid Family Leave Benefits Law. It must be emailed to PAU@wcb.ny.gov or it can be mailed for completion to the Workers'Compensation Board, Plans Acceptance Unit, PO Box 5200, Binghamton, NY 13902-5200. iPART 2.To be completed by the NYS Workers' Compensation Board(only if sox 4B,aC 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(Article 9 of the Workers' Compensation Law)with respect to all of their employees. Date Signed By (Signature of Authorized NYS Workers'Compensation Board Employee) Telephone Number Name and Title Please Note: Only insurance carriers licensed to write NYS disability and Paid Family Leave benefits insurance policies and NYS licensed insurance agents of those insurance carriers are authorized to issue Form DB-120.1. Insurance brokers are NOT authorized to issue this form. D13-120.1 (12-21) 1111111111°°1°°°°°1°1°111°11°°°1°°IIIIII DATE(MM/DDIYYYY) CERTIFICATE OF LIABILITY INSURANCE 09/19/2024 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 endorsements . PRODUCER CONTACT Gerald Cawley Nagw9�._ SAi' "i State Farm Insurance PHONE 631-462-1717 c1 FAX N 6311162-1739 Gerald Cawley Agency It ' gerald y- @ _. f .m .com 4,fte 3034 Jericho Turnpike INSURER(S)AFFOADING COVERAGE East Northport,NY 11731 NNSURERA: State Farm Fire and Casualty Company 25143 INSURED INSURER B' Foley Contracting Inc INSURER 33 Pine Drive INSURER D East Northport,NY 11731 INSURER E,. _ ...._._ vv_v INSURER F COVERAGES CERTIFICATE NUMBER: 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. �- rA w TYPE iIF INSURANCE ADDL SUBR, pC)LOY NUMBER, POLICY EFFY NCDY EXP' LIMBS OCCURRENCE $ 1,000,000 COMMERCIAL GENERAL LIABILITY �H �EWfE 100,000 CLAIMS-MADE OCCUR PRE I E gem ourrw L—.$ MED EXP Avly one r$ea1. $ 5,000 92-EG-C270-4 07/17/2024 10/08/2024 PERSONAL&ADV INJURY $ GENLAGGGREGAT'ELIMITAPPLIESPER: GENERAL AGGREGATE � ;$' 2,000,000 a POLICY JE LOC PRODUCTS-COMP/OP AGG $ $ AUTOMOBILE'OTHEIR° COBINEU OMOBILE LIABILITY 0_r=_Kew_SINGLE L1MgIT $ ANY AUTO BODILY INJURY(Per person) '$ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED N PRTYDAMAL"- $ AUTOS ONLY AUTOS ONLY P men �- $ UMBRELLA LIABE!C�LAIMS-IVIADE UR EACH OCCURRENCE S EXCESS LIABAGGREGATE $ DED RET"ENTION$ WORKERS COMPENSATION STATUTE RH AND EMPLOYERS'LIABILITY E-L EACH ACCIDENT $ 100,000 A ANY FROPRIE'll'ORIPARTNEWEXEOI.IIIVE y 1 N/A 92-C8-Y839-7 12/13/2023 12/13/2024 OFFICER) F.MBI-R EXCLUDED? 100,000 (Mar ira in NH) E.L DISEASE-E�4 EMPLOY) $ E e Y,describe under � 500,000 D SCRIPTION OF OPERATIONS below EL DISEASE-POL.ICY LIMIT S DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached I more space is required) 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 Southhold-Building Department REP Town Hall Annex 54375 Main Road AUTHORIZED ESENTAV Southhold, NY 1 1 971-0959 �7 " ©1988-2016 AC RD'CORPORATION. All rights reserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD 1001486 132849.13 0422-2020 VFW Workers' CERTIFICATE OF " Compensation NYS WORKERS' CO. 'PENSATION INSURANCE COVERAGE Board 1a.Legal Name&Address of Insured(use street address only) 1b.Business Telephone Number of Insured 631-445-5519 FOLEY CONTRACTING INC 33 PINE DR 1 c.NYS Unemployment Insurance Employer Registration Number of E NORTHPORT,NY 11731-1216 Insured Work Location of Insured(Only required if coverage is specfically limited to 1 d.Federal Employer Identification Number of Insured or Social Security certain locations in New York State,i.e.,a Wrap-Up Policy) Number 2.Name and Address of Entity Requesting Proof of Coverage 3a.Name of Insurance Carrier (Entity Being Listed as the Certificate Holder) State Farm Insurance Town of Southhold-Building Department 3b.Policy Number of Entity Listed in Box"1 a" Town Hall Annex 54375 Main Road 92-C8-Y839-7 Southhold,New York 11971-0959 3c.Policy effective period 12/13/2023 to 12/13/2024 3d.The Proprietor,Partners or Executive Officers are included.(Only check box if all partners/officers included) QX all excluded or certain partners/officers excluded. This certifies that the insurance carrier indicated above in box"3"insures the business referenced above in box"1 a"for workers' compensation under the New York State Workers'Compensation Law.(To use this form,New York(NY)must be listed under :J_A. on the INFORMATION PAGE of the workers'compensation insurance policy). The Insurance Carrier or its licensed agent will send this Certificate of Insurance to the entity listed above as the certificate holder in box"2". The insurance carrier must notify the above certificate holder and the Workers'Compensation Board within 10 days IF a policy its canceled 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 the 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 Workers'Compensation contract of insurance only while the underlying policy is in effect. Please Note., Upon cancellation of the workers"compensation 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 Workers'Compensation Coverage or other authorized proof that the business is complying with the mandatory coverage requirements of the New York State Workers'Compensation Law. 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 the coverage as depicted on this form. Approved by: GERALD CAWLEY (Prig name of authorized r sental' r licensed agent or lnsur�unce carrier) Approved by: (Signature) (Date) Title:AGENT Telephone Number of authorized representative or licensed agent of insurance carrier. 631-462-1717 Please Note: Only insurance carriers and their licensed agents are authorized to issue Form C-105.2.Insurance brokers are NOT authorized to issue it. C-705.2(9-17) www.wcb.ny.gov 631 Town Hall Annex Telephone�„ �, Fax(631 765-9502)765-1802 54375 Main Road P. O. Box 1179 , Southold, NY 11971-0959 m UI�IIIIN BUILDING DEPARTMENT NOTICE OF UTILIZATION OF TRUSS TYPE CONSTRUCTION PRE-ENGINEERED WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION Date: q Owner: C-f�QrL- Location of Property: a0 Please take notice that the (check applicable line): New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) Pre-engineered wood construction (PW) Timber construction (TC) in the following location(s) (check applicable line): Floor framing, including girders and beams (F) Roof framing (R) Floor and roof framing (FR) Signature: Name (person submitting this form): CAV-cjC. A Capacity(check applicable line): V Owner Owner representative TnissRegMdocx Effective 1/1/2015 Generated by REScheck-Web Software Aft Lompliance Certificate Project Donargo Residence Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: Alteration Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: All Electric false Is Renewable false Has Charger false Has Battery: false Has Heat Pump: true Construction Site: Owner/Agent: Designer/Contractor: 450 Haywaters Road Carol Donargo Thomas Reilly Cutchogue, New York 11935 450 Haywaters Road Thomas D Reilly P.E. Cutchogue, New York 11935 4 Bezel Lane Donargofam@aol.com Smithtown, NY 11787 631-724-5740 Tdrpe@Tdrpe.com 1 are armor Vor.i,5cu a-m:uncpa�«'i ed un the UA of peiilr`awmunm� ncc caaucnl11,A�,ance II'aIrh uin IIttII:rSchmm 3irade �mtlm-cuum-u u.aaa�c ttu�attm:�ratt� cVr. ummcrlln�ullaaia a�aum- a a ucumubly�6Nryu tillmc per"Ifled cllaomr tte zone must urmact ylhie a fli0omuu.uin energy co e joJS�.allaaUon H�v alluJe aind dE¢Pth ummaya&cuinentts Envelope Assembriga Ceiling: Cathedral Ceiling 298 49.0 0.0 0.022 0.026 7 8 Wall:Wood Frame, 16" o.c. 330 19.0 0.0 0.060 0.060 20 20 Floor:All-Wood joist/Truss 258 19.0 0.0 0.047 0.047 12 12 Window: Wood Frame 43 0.260 0.320 11 14 SHGC: 0.27 Door: Solid Door(under 50%glazing) 18 0.270 0.320 5 6 Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 1 of10 Compliance statement. The proposed building design described'Mere is consistent with the building plans,specifications, and other calculations subrnitted with the permit application.The,proposed building has been designed to meet the 2018 IECC requirements in REScheck Version :REScheck-Web and to comply with the mandatory irernents listed in the RE P e k Inspection Checkiist, Name-Title Si natu rfi� Cute 5 a I Wii" 1p AF fi Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 2 of10 Version n 0� REScheck Software '� Inspection Checklist loe Energy Code: 2018 IECC Requirements: 89.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is iteemized in a separate table, a reference to that table is provided. Secti# Pre-Inspection/Plan Review Y Ians"Verified Y on .... Field Verified p Comments/Assumptions & Re ID Value Value Com iies� 103.14m��...aConstruction drawings a...mm. I ,e® ® _ ...... .� e� m..,. ,.,...._ ....... �h _._.... __. nd ❑Complies Requirement will be met„ 103.2 'documentation demonstrate ❑Does Not [PR1]1 energy code compliance for the [-]Not Observable Location on plans/spec: building envelope.Thermal Cross Section:Sheet A-1 envelope represented on ❑Not Applicable construction documents. 1 Construction drawings � El mp - Requirement wrement will be met. 103. , document demonstrate DoNot 403.7 energy code compliance for Location on plans/spec: [PR3]1 'lighting and mechanical systems, ❑Not Observable Sheet EC-1 ,(0 Systems serving multiple ❑Not Applicable dwelling units must demonstrate .compliance with the IECC Commercial Provisions. 302.1, Heating per cooling gnual S equipment is Btu/hrg' Btu/hrg ....., Complies L.................._.....�.._� 'Location Not on plans/spec: 403.7 s' p of Applicable [PR2]2 on loads calculated per ACCA Cooling: Cooling: ❑Not Observable Manual J or other methods Btu/hr Btu/hr approved by the code official. ❑Not Applicable ff ............... ....._...... _ Additional Comments/Assumptions: R_.._ ........._. _.. .. __ w.. Hi h Im act(Tier 1) �2 Medium Impact(Tier 2) i 3 �Low Impact((Tie r r 3) � Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 3 of10 Sect i P Pion�� Foundation Inspection � Complies? � Comments/Assumptions & Req ID .m,. _ ring is installed to lies s not 3 O11]2 protect exposed eexterior insulationlow i❑DoespNot Location on Requirement I Not Applicable applicable. m„„„„w [F and extends a minimum o p P i ti ❑Not Observable grade. ❑Not Applicable _ 403.9 Snow-and ice-melting system controls;❑Complies Exception: Requirement is not applicable. � [FO12]2 installed. ❑Does Not ;Location on plans/spec: Not Applicable ❑Not Observable '❑Not Applicable Additional Comments/Assumptions: 1 Low Impact r�High Impact(T Medium Impact(Tier 2) 3�� act� p 3) Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 4 of10 Section !Framing / Rough-In InspectionPIanV luefied FielVm luefied Complies? Comments/Assumptions mm Rer .ID; - 402.1.1.'_u. Door U-factor.... .._ ................_ _..._ _ ..milli 1 U- U- ❑Complies '..See the Envelope Assemblies 402.3.4 ❑Does Not table for values. [FR1]1 ❑Not Observable ❑Not Applicable �.402.1.1, Glazing average)." factor(area-weighted U ��U- ❑Do ElComplies See the Envelope Assemblies li ssemblies able for values. 402.3.3, ❑Not Observable 402.5 402.5 ❑Not Applicable [ 3.1.3 are determined fenestration ne accordance ❑Do stnucts 'mplies Location Requirement will bet. _. es Not with the NFRC test procedure or ❑Not Observable plans/spec: taken from the default table. Title Page ❑Not Applicable _ 402.4.1.1 Air barrier and thermal barrier �❑ lies Requirement will be I be'Com Re p q met. [FR23]1 installed per manufacturer's ❑Does Not i instructions. Location on plans/spec: ❑Not Observable Cross Section: Sheet A-1 ❑Not Applicable 402.4.3� ,Fenestration that is not site built ElCom lies Requirement will p q I be met. [FR20]1 is listed and labeled as meeting ❑Does Not AAMA/WDMA/CSA 101/I.S.2/A440 ❑Not Observable or has infiltration rates per NFRC 400 that do not exceed code ❑Not Applicable limits. _ 402.4.5 IC-rated recessed sealed at housing/interior lighting finish " ❑Domplies -:Requ on wl be met. of .. ...., fixtures ❑Com lie et. z and labeled to indicate <_2.0 cfm Locationplans/spec: leakage at 75 Pa. ❑Not Observable ❑ ,Sheet EC-1 Not Applicable [03.3.1 insulated d return where duct is ❑Does Not - ns..-. m_..,. ....�n.... Supply Location on plans/spec: Not Applicable 4 >= 3 inches in diameter and >_ ❑Not Observable R-6 where < 3 inches. Supply and return ducts in other portions of ❑Not Applicable the building insulated >= R-6 for diameter>= 3 inches and R-4.2 for< 3 inches in diameter. _ [ 3.3.2 boxes are sealed with []DoespiesNot ..ti .._.uire..en Ducts, air handlers and filter ❑C�sn-� lies Exception. Requirement is not applicable. joints/seams compliant with ❑ International Mechanical Code or Not Observable Location on plans/spec: International Residential Code, as ❑Not Applicable Not Applicable applicable. 403.3.5 .._.,�duil or cavities are not used as ❑❑Do mpNot equirement will be me � Building II be met. Locationplenum on plans/spec: tk ❑Not Observable Sheet EC-1 ❑Not Applicable 40 l ]�® above 105 g conveying fluids R R- - ❑Do mpNot Exception: --..�..ir nt is� piping y• g � ��� ""���� pion: Requirement is [FR not applicable. below 55 9F are insulated to>_R- 3 ❑Not Observable :Location on plans/spec: ❑Not Applicable Not Applicable 403.4.1 Protection of insulation on HVAC ❑❑Do plies not epti o : Req on: Requirement is [FR24]1 piping. applicable. ❑Not Observable Location on plans/spec: ❑Not Applicable Not Applicable g act 1 1 High Imp (Tier )�2Medium Impact(Tier 2)�3- Low Impact(Tier 3) Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 5 of10 -.....,.# Framing/Rough-in Inspection Plans V lueVerified FielV luefied ..�_._mmcomplies?ITIT Comments/Assumptionsmm &Red ID m,. � .._-. .��r�� � ._. . . _ �..._ 1403.5.3 Hot water i es are insulat ed ted to R- R- OComplies ;Requirement will be met. �[FR18]2 >_R-3. ❑Does Not ❑Not Observable 'Location on plans/spec: i(j Sheet EC-1 ❑Not Applicable [FR1912 installed Automatic all outdoor air dampers are � ❑D�spNot .._ Location on plans/spec: ^ „_ .. _ ....._....... 403.6 gravity p Requirement will be met. intakes and exhausts. p pec: ❑Not Observable Sheet EC-1 ❑Not Applicable e ., • ................... ._� �... . .... .._ _�. w _ ..._...._ — ....... Additional Comments/Assumptions: High Im act _ Impact(Tier 2) pact(Tier 3) Tier 1) 2 Medium I 3 Low Im (Tier Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 6 of10 - # Insulation ... _._._µValue Value Section Plans Verified Field Verified Com lies? L-71-111, ments/Assumptions lue n Inspect", 303.1 All installed insulation is labeled �' •••• � ,,,,,, �,..ea�e-_ ., ......_-�. ❑Complies Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable ❑Not Applicable 1. ❑ Wood ❑ Wood ❑Does Not 1, Floor insulation R-value. p See the Envelope Assemblie s 402. table for values. [IN1]1 ❑ Steel ❑ Steel ❑Not Observable ❑Not Applicable 303.2, Floor manufacturer's installed per and _ ❑lComplies Requirement... .. will be met. es Not [IN2]1 in substantial contact with the Location on plans/spec: wf underside of the subfloor, or floor ❑Not Observable Cross Section: Sheet A-1 'framing cavity insulation is in ❑Not Applicable contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. 402.1.1,^^^^^^n malls insulation with at least.lIf this is a R Wood R Wood ❑Doesp ies S h See the µµµµ Assemblies all of e Envelope Assemblies El ❑ table for values. 402.2.6 wall insulation on the wall ❑ Mass ❑ Mass I❑Not Observable [IN3]1 exterior,the'exterior insulation �fw requirement applies (FR10). ❑ Steel ❑ Steel ❑Not Applicable installed per ❑Complies Requirement will be met. ����� 303.2 Wall insulation is ' p et. [IN4]1 manufacturer's instructions. ❑Does Not Location on plans/spec: ❑Not Observable 'Cross Section: Sheet A-1 ❑Not Applicable Additional Comments/Assumptions: f' ed i u m Impact....... 13 .. j pact(Tier 3) Highimpact(Tier 1) .2 M .. (Tier , Low Im mm Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 7 of10 Plan Verified Field Verified luefied. .�.... �........e. ,�..,_., .�_._ ........._ a.�, ......_._..._. Section �__ Inspection ���rw_�m_._..�...,. w..�Complies? . .... � p..ons OReg11D,Ceilin linsul insulation R valoeisions ._R_.® R- ❑ gmpllelses 5 eommen the elopeAssermbtes 9 402.2.1, ❑ Wood ❑ Wood ❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel '❑Not Observable 402.2.E ❑ [FI1]1 Not Applicable 0 g insulation led per � � � � ❑Complies �Requirement will be met. 303.1.1.1, 'Ceiling insulation instal 303.2 manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every Location on plans/spec: 300 ftz. ❑Not Observable Cross Section: Sheet A-1 ❑Not Applicable 4012.2 3 entedon include baffle adjacent LlComplies ... ._^m,Requirement will be me �attics with air t. es z to soffit and eave vents that on plans/spec: extends over insulation. ❑Not Observable❑Not Applicable Cross Section: Sheet A-1 _ 402.2.4 Attic access hatch R ❑Complies Requirement will be me.... � - and door R- R t• [FI3]1 insulation >_R-value of the ❑Does Not adjacent assembly. Location on plans/spec: ❑Not Observable Floor Plan: Sheet A-1 ❑Not Applicable [F011] 1 2 _ach inrCl mate ZonesOl 2, and ACH 50 = ACH 50 — ❑❑Doe PNot Not Applicable ab plans/spec: e door test @ m lies Location p p c: 1 licable <=3 ach in Climate Zones 3-8. IDNot Observable ❑Not Applicable _ 4 03 �•3 determine air leakage tested edth o _ft cfm/ ft ❑DoespNot j Exception: Requirement ....�-....... Ducts are 100 cfm/100 ❑ cam Cies Exception: is 1 z z cable. either: Rough-in test:Total leakage measured with a ❑Not Observable Location on plans/spec: pressure differential of 0.1 inch ❑Not Applicable Not Applicable w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3 4 Duct13 0 ft2 across the system of< 4 ftz cfm/100 ftz cfm/100 ✓✓ ODompNot Exception: Requirement Duct tightness t ent is y applicable. <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in [:]Not Observable Location on plans/spec: tests,verification may need to ❑Not Applicable Not Applicable occur during Framing Inspection. _ �02 ]12.1 Ai manufacturer leakage at designated/o t .d ❑DoespNot .. not applicable. ion: me Exception: Requirement is g 9 design airflow. ❑Not Observable :Location on plans/spec: ❑Not Applicable Not Applicable Programmable thermostats „�ww�� ._ �.:. ., O 1 ❑Complies Requirement on will . .... [ g]z.n .e . installed for ilil� �,...�. d......� l be met. control of primary ❑Does Not heating and cooling systems and plans/spec: initially set by manufacturer to ❑Not Observable Sheet EC-1 code specifications. ❑Not Applicable 403.1.2 Heat um thermostat installed ❑Complies Requi ement on on will be s met. [FI10] p on heat pumps. ❑Does Not ❑Not Observable P pec: .Sheet EC-1 ❑Not Applicable Hi h Impact(T g p Medium Impact(Tier 2) 3 Low Impact(Tier 3) (Tier 1) M.. ,,-.. �..._ m_. w...... Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 8 of10 —...-- Plans Verified Field..�,,,,,��......... �..... . _ � _.. . .. ...... pe ID Final Inspection Provisions Value Value fied� Complies? Comm s/Assumptions section _ VVV p Exception: �403.51 Circulating service hot water ❑Com lies Exce tion: Requirement is [Fl11]2 systems have automatic or ❑Does Not not applicable. accessible manual controls. ❑Not Observable Location on plans/spec: ❑Not Applicable Not App icable 03.6.1 All mechanical te sted land listed „w.. ❑Do Not EComplies Exception: ei Requirement is [ fans not HVAC equipment meet efficacy and air flow limits per Table ❑Not Observable Location on plans/spec: R403.6.1. ❑Not Applicable Not Applicable [03.2 _ hot water b l r two-pipe hehea �. . .,,ww.. w❑DompNot - ...�Exception: R .... _t oilers supplying heatg ❑Com lies Pp Exception: Requirement is � znot applicable. systems have outdoor setback control to lower boiler water ❑Not Observable Location on plans/spec: temperature based on outdoor ❑Not Applicable Not Applicable temperature. 403.5� Heated circulation pump.The stems � ❑DoespNot not epti n: Requirement i _ p .... have 403.5.1.1 Heated water circulations stems ❑ cam lies Exception: s cable. system return pipe is a dedicated return pipe or a cold water supply [-]Not Observable Location on plans/spec: pipe. Gravity and thermos- ❑Not Applicable Not Applicable syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 4 03.5.1.2 comply with IEEE 51 systems or UL � � ��� ElComplies Exception: Requirement is nt is p y Does Not not applicable. 515. Controls automatically ❑ adjust the energy input to the Not Observable Location on plans/spec: heat tracing to maintain the ❑Not Applicable Not Applicable desired water temperature in the piping. --------- .- . ......_ 403.5.2 .Demand recirculation ulation water ❑Complies 'Exception: Requirement is [F130]2 systems have controls that ❑Does Not not applicable. manage operation of the pump and limit the temperature of the []Not Observable Location on plans/spec: water entering the cold water ❑Not Applicable Not Applicable piping to <= 1049F.. 403.5. Drainteste titerin heat recovery very units ❑DoespNot p wmwa-.....m .. 403.5.4 Drain water heat recovery s Exception: Requirement is nce with not applicable. B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable Location on plans/spec: recovery units < 3 psi for ❑Not Applicable Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units <2 psi for individual units connected to three or more showers.__ [04.1 -._,-•90%or morehave high rma entlam s9 � �� � � �ODompNot Location nt will b � o � � be met. F1611 fixtu es 9 Y P ❑Not Observable P s/spec: 'Sheet EC-1 ❑Not Applicable 9lighting ghave �. ❑Complies Exception: : Require ...e _ 4023]•1 .noeco tinuous clotlih.. ... ..�. ...,�..„ systemsRequirement is 3 t. ❑Does Notapplicable. t , ❑Not Observable Location on plans/spec: ❑Not Applicable 'Not Applicable 1 High Impact(Tier 1)W 2 Medium Impact(Tier 2) �ryry 3 Low Impact(Tier 3) Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 9 of10 �oninal Inspection ProvisionspNamn Verified� n...,�...�..Field f W_ p .. ons Roc Value v 'ue � T, 4013 Compliance certificate posted, [kmplies __ Requirement ri it be met. JF17)^' ElDoes Not Nct Observable ®fiat � Applicable_ ... Manufacturer manuals for ® omplie [FI1814 mechanical and water heating ElDoes Not systems have been provided. []Not Observable E]Not Applicable Additional Comments/assumptions: .. ......_� _ ........ i1 High Impact(Tier 1) pp Mediums,Impact(Tier 2) .Low impact,(Tier ) Project Title: Donargo Residence Report date: 09/23/24 Data filename: Page 10 of10 E 2018 CC Energy Efficlency Certificate Above-Grade Wail 19.00 Below-Grade Wall 0.00 Floor 19.00 Ceiling/Roof 49.00 Ductwork (unconditioned spaces): IMIIMiMIMMMMMMOMM= Window 0.26 0.27 Door 0.27 Heating System: Cooling System: Water Heater*. Name: Comments ARCH ITECTU RAL REIN FORCED CONCRETE (CONT.) THE DUTIES OF THE ENGINEER AND HIS EMPLOYEE5 OR AGENTS SHALL TERMINATE WITH THE COMPLETION AND CONCRETE IN FOUNDATIONS AND 5LA55 EXPOSED TO WEAT HER AFTER COMPLETION OF THE 51 T E * ZONING DATA DONARGO RESIDENCE DELIVERY OF WORKING DRAWINGS.THE ENGINEER 15 NOT RESPONSIBLE FOR SUPERVISION OF CONSTRUCTION,NOR e DOES THE ENGINEER HAVE AUTHORITY TO ACT ON BEHALF OF THE OWNER OR THE CONTRACTOR UNLESS NOTED PROJECT SHALL CONTAIN FIVE PERCENT(+/-I%)BY VOLUME OF ENTRAINED AIR AS PER A5TM C231. 450 HAYWATERS ROAD OTHERWISE IN WRITING. CUTCHOGUE,NY 1 1935 SLUMP SHALL BE FOUR INCHES AND ALL CONCRETE SHALL BE CONSOLIDATED BY ADEQUATE VIBRATCPS. JURISDICTION TOWN Of SO UTH O LD d � THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE ACTS OF OMISSIONS OF TIE CONTRACTOR OR ANY SUB SECTION: I I I BLOCK:2 LOT:2 CONTRACTOR OR,ANY OF THE CONTRACTOR'5 OR SUB CONTRACTOR'S EMPLOYEES OR AGENTS,OR ANY OTHER KEEP CONCRETE SURFACES NOT COVERED BY FORMS PROTECTED FROM LOSS OF SURFACE SEC• I I I BLK : 2 LOT: 2 N C DONARG,PERSONS PERFORMING ANY OF THE WORK, MOISTURE FOR THIS PROJECT SUFFOLK COUNTY NOT LE55 THAN SEVEN DAYS. TOWN OF SOUNTY UTHOLD THE ENGINEER 15 NOT RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION,NOR FOR THE SAFETY ON THE SLABS ON GRADE SHALL BE PLACED IN SECTIONS NOT EXCEEDING NINE HUNDRED SQUARE FEET ZONE : 'K-40' KE51 D E N C E D 15TRI CT CO M PLI E5 WITH THE 4 5 0 HAYWATER S RD CUTCHOGUE NY 11935 JOB SITE,AND THAT THESE RESPONSIBILITIES ARE INTENDED TO BE AND TO REMAIN THE SOLE RE57ON55ILITIE5 0` WITH THIRTY FOOT MAXINAUM SIDE LENGTH. ALL CONCRETE SAGS SHALL HAVE STEEL TROWELLED 2 O 20 N.Y.5. UNIFORM THE CONTRACTOR(5). FINISH UNLESS OTHERWISE NOTED,AND SHALL BE REINFORCED WITH GXG-I O/I0 MP LOCATED PERMITTED USE: 51 NGLE FAMILY RE51 DEN CE THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS BY ACCEPTANCE OF THESE DRAWINGS,THE OWNER AGREES TO ASSUME FULL RE5PCN5IBILITY FOR ANY DAMAGE OR ONE INCH FROM THE TOP SURFACE. RE51 D E N T I AL CODE PREPARED BY THE ENGINEER FOR THIS PROJECT ARE 5ETTLEMENT,OR CRACKING,ETC.OF NEW CONSTRUCTION AND WILL NOT HOLD THE ENGINEER KE57ON515LE FOR TH15 NEW FORMS SHALL BE USED FOR ALL FOUNDATION WALLS. S ITE AREA : 12,G32 sq.ft./.2 9 ACRES INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE. POSSIBILITY. .A. 70 5TANDARD PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, THESE SERVICE ARAND SHALREMAIN`HE DOCUMENTS ARE THE INSTRUMENTS OF TIMBER FRAMING THE PROPERTY OF THE ENGINEER WHETHER THE PROJECT FOR WHICH THEY WERE STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE "'" - - `'""�^'"' ' • ' COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN _ (,)— COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND PREPARED 15 EXECUTED OR NOT.THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCEPT BY WRITTEN TIMBER FRAMING SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL ZONING RULE CODE REQ U i RE D EXISTING PROPOSED T y OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN AUTHORITY OF THE ENGINEER. d--- i CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE CODE,CHAPTER 5(FLOORS),CHAPTER G(WALL CONSTRUCTION),CHAPTER 8(ROOF#CEILING CONSTRUCTION), ( PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND ALL SURVEYS,TEST BORINGS,ENGINEERING REPORTS,OR OTHER SIMILAR STUDIES REQUIRED FOR THE PREPARATION UNLESS OTHERWISE NOTED. }' b` OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR OF THESE CONSTRUCTION DOCUMENTS A"JD/OR ARE REQUIRED DURING THE SUBSEQUENT CONSTRUCTION PHASE OF THE A. HEIGHT Of BUILDING (max.) 35 N/A OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT FRAMING LUMBER SMALL BE SQUARE EDGE,STRAIGHT,SQUID,WELL- ( � N O CHANGE �` � OR FOR COMPLETION OF TI IIS PROJECT FOR OTHERS WITHOUT PROJECT SHALL BE PROVIDED BY THE OWNER. �' e SEASONED,MAXIMUM MOISTURE CONTENT OF NINETEEN(19)PERCENT AT TIME OF INSTALLATION;LUMBER SHALL BEAR THE 2 5tQ)y I story `n r� WRITTEN CONSENT FROM ENGINEER. GENERAL GRNDEAANDRD TWEMARK OF THE AS50CIATION BY WHOSE RULES IT IS PRODUCED, SIZES INDICATED ARE NOMINAL l THE ENGINEER SHALL A5515T THE OWNER IN FILING AND OBTAINING ALL LOCAL BUILDING DEPARTMENT APPROVALS FOR THE 5. LOT COVERAGE (max.) 2 0% (max.) H O U 5 E: 1 ,455.8 2,5 2 G.4> 1 ,5 19.5 FRAMING LUMBER SHALL BE STRESS RATED HEM FIR No.2 WITH A STRESS RATING OF 875 AND � ( CONSTRUCTION DOCUMENTS OF THI5 PROJECT,ALL FEES RELATED TO TM15 APPPOVAL PROCESS SHALL BE PAID FOR BY THE 850 P51 RESPECTIVELY FOR BENDING FOR SINGLE MEMBER USE AND']50 FOR SHEAR. 1 2,G 3 2/ 1 ,5 1 9.5 OWNER.UPON BUILDING DEPARTMENT APPROVAL OF SAID DOCUMENTS,THE GENERAL CONTRACTOR 15 NOW RESPONSIBLE FOR 1 2 G3 2/20% 5 H ED: G3.7 ® THOMAS D. REILLY P.E. TAKING OUT AND PAYING RELATED FEES FOR THE'BUILDING PERMIT"AND ALL FOLLOWING PERMITS UNTIL THE"CERTIFICATE PROVIDE DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS OVER G'-C"IN LENGTH. 2,52G.4 s ft. TOTAL: 1 ,5 1 9.5 12 0 ( 12.007o) f OF OCCUPANCY'15 SECURED, q O K '4 lJ�` . , . i 4 BEZEL LANE PROVIDE SOLID BRIDGING BETWEEN JOISTS AT G'0"O.C.MAXIMUM. _. -�' , 1 SMITHTOWN,NY 11787 ORDINCONTANCES,RULES AND REGULATIONS INCLUDING,BUT NOT LIMITED TOTE FOLLOWIING.CTOP(5)SMALL PERFORM ALL WORK IN COMPLIANCE WITH ALL APPLICA51E CODES,CODE AMENDMENTS,STANDARDS, UNLESS OTHERWISE NOTED,ALL WINDOW AND DOOR OPENINGS SHALL HAVE 2-2"X 12"WITH 112"PLYWOOD BETWEEN C. LOT AREA (min.) 40,000 sq.ft. 12,G32 sq.ft. NO CHANGE A- +{�!, �+ PHONE(631)724.5740 LOCAL ZONING ORDINANCES HEADERS ABOVE. A. -. EMAIL:TDRPE n�TDRPE.COM LOCAL UILDING DEPAR 2020 NEW W YORK STA ETMENT RE5IG NTQIAL CODE ALL SILL PLATES IN CONTACT WITH FOUNDATION WALLS TO BE PRESSURE TREATED AND HAVE CONTINUOUS COPPER TERMITE D. LOT WI DT H (min.) 1 5 0'-0" 90.0' NO CHANGE 2020 NEW YORK ENERGY COPJ5ERVATION CODE SHIELDS. SILL PLATES SHALL BE BOLTED TO FOUNDATIONS WALLS-SEE ANCHOR BOLT DETAIL �� M ETY 0 PUBLIC AND PRIVATE PROPERTY BOLTS MUST BE EMBEDDED A MINIMUM OF 7"INTO FOUNDATION WALLS. E E. FRONT YARD 5 ETBAC K (min.) 5 0'-0" CONTRACTOR SHALL CONFORM WITH THE INTERNATIONAL RESIDENTIAL CODE 5A 3 50' N O CHANGE. � �` ' , G FORCE MORTAR INTO THE JOINT BETWEEN SILL BOTTOM AND TOP OF FOUNDATION. 1 „DURING CONSTRUCTION OPERATIONS. NOTES: CONTRACTOR SHALL WORK/ESTIMATE OFF OF APPROVED TOWNSHIP PANS FRO"I THE TOWN OF SMITHTOWN ALL SUYLOORING,WALL AND ROOF SHEATHING SHALL BE EXTERIOR GRADE PLYWOOD, 5UBFLOOKING-3l4",WALL F. REAR YARD S ET5AC K (min.) 5 0'-0" N/A NO CHANGE THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY ALL EXISTING CONDITIONS AND FAMILIARIZE THEMSELVES WITH THE 511EATHING-1/2",ROOF 5HEATHING-5/8"INTENT ' TO THEOF THE ENGINEER ORINGS.ANY DISCREPANCIES OWNER PRIOR O THE START TOfEEN THE CONSTRUCCT CONGS AD THE EX15TING STRUCTION.THEE JCONTRACTOR SHAONDITIS LL IINCLU ENIN THEIR WORKUST 13E ALL ALL BUILT-UP WOOD GIRDERS AND HEADERS SHALL NOT HAVE ANY SPLIT ON THE WIDE FACE OF ANY MEMBER GREATER G. 51 D E YARD SETBACK (min.) 1 5'-011 ^^ S.Y.# I N/A S.Y.# I NO CHANGE z I � a • THE EFFECT OF ALL EXISTING CONDITIONS, THAN 112 TIMES THE WIDE FACE. AGGREGATE 35 1-011 ALL EXPOSED WOOD FOR SOFFITS,OVERHANGS,ETC.SHALL BE APPROVED EXTERIOR GRADE,(PAINTED ALL SIDES AND ENDS) h. OF 51TE WORK ALL TIMBER CONNECTIONS SHALL BE MADE WITH JOIST HANGERS,FRAMING ANCHORS,OR P.AFTER ANCHORS OF MINIMUM 18 ""'"LL-'• "'"""" `-� '-' " '--' - "" --" °- - ` THE CONTRACTOR SHALL STAKE AND LAY OUT ALL WORK AS SHOWN ON DRAWINGS AND VERIFY GAUGE PRIME GALVANIZED STEEL AS MANUFACTURED BY TECO OR SIMPSON, " ,.-, .a...•', d • r,,,:O`' x.`. ® ... . A 4 TRUSS SIGN NOTES: ALL GIVEN DATA PRIOR TO CONSTRUCTION. DIAMETER �- w, '4a . 6" ALL TIMBER CONNECTIONS INCONTACT WITH ACQ PRESSURE TREATED LUMBER FOR EXTERIOR FRAMING.SHALL BE FASTENED -' °r* _ <•° - t ,•. r. . ,s' �'� 1.SIGNS SHALL BE PROVIDED IN NEWLY S T EPLAN AS PER MANUFACTURERS RECOMENDED PLASTERER USING TYPE 304 OR 31 G STAINLESS STEEL CONECTORS AND PLASTERERS ' z`; "• r ': f '- ." '.'`'° • ' ._ _; CONSTRUCTED BUILDINGS THAT UTILIZE THE CONTRACTOR SHALL(UNLESS OTHERWISE DIG;ECTED BY -^ _`° �?:y ";'"; e. 'i+ °'.rf �' k r„Y•C x"`" OWNER)INCLUDE IN H15/HER WORK THE REMOVAL OF ALL SHRUBS AND TREES WITHIN THE AREA 4 ,' V s"r, � ' ". ' ,j °"' • . ',r % TRUSS TYPE CONSTRUCTION AND IN OF WORK,AND TRANSPLANTING OF SAME TO LOCATIONS)AS DIRECTED BY THE OWNER, ALL STRUCTURAL COMPOSITE LUMBER IS TO BE MANUFACTURED B TRU-0!ST ,•a f 3, I _ •" '.. * " EXISTING BUILDINGS WHERE AN SCALE: NOT TO SCALE J ? w., CORP.P.O.BOX GO 5015E IDAHO 83707 OR APPROVED EQUAL.ASSEMBLE AND, r� '`;;.. .tr,� A r,s f -`, +`, E .• .;+ ` '•, ADDITION THAT EXTENDS OR INCREASES INSTAL AS PER MANUFACTURERS INSTRUCTIONS.MICROLAM(M.L.)TO z y`.'t" ''`"; ,':m '°* '"# '' THE CONTRACTOR SHALL EXERCISE GOOD JUDGMENT IN MINIMIZING DAMAGE TO EXISTING AREAS . .t,,�.. .;' .4 r F REFLECTIVE WHITE THE FLOOR AREA OF THE BUILDING BE E=1.9 AND PARAAMS(P.L.)TO BE E=2,0 r ��s. , , =• , ,,�' s REFLECTIVE RED r ,., ( '". ,, +. .. +-' t• PAN NE x�e� �, UTILIZES TRUSS TYPE CONSTRUCTION. (INCLUDING AWNS AND SHRUB(5) ^ ' • SIGNS SHALL BE AFFIXED PRIOR TO THE NAILING TO CONFORM TO SCHEDULE INDICATED IN THE 2020 NEW YORK STATE RESIDENTIAL CODE VARIOUS y� a" '"-•�t :A,_` . 'rd "rr = ` ALL EARTH/GRASS SURFACES DAMAGED OR DISTURBED DURING THE COURSE OF CONSTRUCTION I,, ,` a,"', ,f: c.. tr ' t ' '', �. t-r • ' `, c`' '' ISSUANCE OF A CERTIFICATE OF SHALL BE RESTORED TOORIGINAL CONDITION.WORK MAY INCLUDE NEW BACK PLL,TOPSOIL AND CHAPTERS,AND AS RECOMMENDED BY THE METAL CONNECTOR MANUFACTURER,-SEE SHEET RC-2 FOR SCHEDULE fi` ors;',/' � � t � • + "� t � .* OCCUPANCY OR A CERTIFICATE OF f ,, L.. . . c _:. . • COMPLIANCE. RE SEEDING WITH FERTILIZER TO MATCH EXISTING ADJACENT AREAS. _ ' ': /I . ' ; ` A LEAVE I/I G"SPACE AT ALL PLYWOOD PANEL END JOINTS AND I/8"SPACE AT ALL PANEL EDGE JOINTS. � ��. ;, ,; `:'a� ,., ,r ;`� •'�.y:' ,�-- :., .•3,. � _ • � �.� �(.. ;, �,• PROVIDE SOLID BLOCKING FROM TOP OF GIRDER OR FOUNDATION WALL TO THE UNDERSIDE OF FLOOR AT WOOD POSTS.ALL `' "'s ''r'" a,.; t ;.T?rr'. „i ;? yS`+' .�� ", ' .k'-:•' :,t'; r TRUSS SIGN NOTES: 9 2. SIGNS IDENTIFYING THE EXISTENCE OF WOOD POSTS SHALL BE 4'X4"MINIMUM(UNLESS OTHERWISE NOTED.) a� r ''` rp�•-`'w. «.r.. "s �a# ` ° fi $ t a I DEMOLITION TRUSS CONSTRUCTION SHALL CONSIST OF A CIRCLE 6 INCHES IN DIAMETER,WITH A MECHANICAL " REFER TO CONSTRUCTION DOCUMENTS FOR SPECIFIC DEMOLITION LOCATIONS AND POTES. �+ h '.T '' "" •.�,. "` .. .".-.-.. ,�+ g '; '''„",4 ? x r STROKE WIDTH OF)!INCH.THE SIGN `'A, s:+etk e„av' 3.•f ;`` ,?f;' ".a't�+f ^.`i ..�'. . �.fl'. y, F ALL NEW MECHANICAL PIPING/DUCTWORK DESIGN,EQUIPMENT AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM ',' `•rr z �:,' f' .i e ,•,r • ;, , :,a •,1{,*, BACKGROUND SHALL BE REFLECTIVE WHERE EXISTING WALLS ARE SHOWN TO BE REMOVED AND/OR NEW OPEN r.GS ARE CALLED FOR IN EXISTING WALLS, p ri $x,,}, ^. ? I� yJ,: r WHITE IN COLOR.THE CIRCLE AND THE CONTRACTOR SHALL 5RACEI5UPPOR7 ROOF,CEILINGS AND/OR WALLS PRIOR TO REMOVAL OF EXISTING WALLS, REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL CODE(CHAPTER 12 THROUGH 2G) CEILING JOISTS AND/OR ROOF RAFTERS AND TO MAINTAIN SUCH CONDITIONS)UNTIL NEW HEADERS,BEAMS OP.WALLS FUEL GAS,UNLESS OTHERWISE NOTED AND ALL LOCAL CODES,AND ALL APPLICABLE A5HRAE AND 5MACNA STANDARDS 'r' $ j* " " Li °' {" ° CONTENTS SHALL BE REFLECTIVE RED IN : '+' 'r.;: ,4'x ' '" = ' z:�" COLOR,CONFORMING TO PANTONE ARE INSTALLED A5 SPECIFIED. THE HVAC CONTRACTOR SHALL vEPIFY THE SIZ/PERFORMANCE OF THE EXISTING SYSTEMS)AND CALCULATE THE NEW } r��'*' MATCHING SYSTEM PMS #187.WHERE A REQUIREMENTS TO DETERMINE IF THE EXISTING SYSTEM(5)WILL BE ADEQUATE TO ACCOMMODATE THE NEW ADDITION.IF THE µ ` . SIGN IS DIRECTLY APPLIED TO A DOOR OR THE GENERAL CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE STRUCTURAL INTEGRITY of THE PROJECT AT ALL F F II SITE LOCATION 112" SIDELIGHT,IT MAY BE A PERMANENT TI4�ES, EXISTING SYSTEM(5)ARE NOT ADEQUATE,THE CONTRACToP SHALL INCLUD_IN HISIHER BID THE COST OF EXPANDING THE `�, 5Y5TEM(5)AS REQUIRED FOR PROPER PERFORMANCE. w NON-FADING STICKER OR DECAL.SIGNS•, STROKE CLIENT APPROVALS : ANY DISCREPANCIES RELATED TO THE DRAWINGS WITH THE ACTUAL STRUCTURAL CONDITIONS THAT EXIST SHALL BE 5 CALE: N.T.5. The construction type NOT DIRECTLY APPLIED TO DOORS OR APPROVED BY: DATE: THE CONTRACTOR SHALL COORDINATE WITH THE OWNER FOR MODIFICATIONS AND EXTENSIONS OF THE EXISTING HEATING designation shall be SIDELIGHTS SHALL BE OF STURDY 1 ISSUED FOR REVIEW 9/17/2024 REPORTED TO THE ENGINEER PRIOR TO COVMENCEMENT WITH SAID WORK. "1" "II" "III","IV"or"V" SYSTEM INCLUDING RELOCATION/REROUTING OF EXISTING PIPING� ,UCTWORK,ETC, ' NON-FADING,WEATHER RESISTANT DRAWING LIST to indicate the construction MATERIAL. 2 ISSUED FOR REVIEW 9/19/2024 THE CONTRACTOR STALL COORDINATE WITH THE OWNER FOR INSTALLATION OF NEW AIR CONDITIONING SYSTEM EQUIPMENT, classification of the DUCTWORK,DIFFUSERS,THERMOSTATS,ETC. structure under DESIGNATION FOR STRUCTURAL 3 FOU N DATI ON5 AND FOOTI NG5 SP- I SITE PLAN * GENERAL NOTES section 602 of the BCNYS COMPONENTS THAT ARE OF F CONTRACTOR SHALL REMOVE EXISTING AND PROVIDE NEW PERIMETER BASEBOARD CONVECTORS(CONVECTOR TO BE EX- I EXISTING FLOOR PLANS TRUSS TYPE CONSTRUCTION 4 PRIOR TO EXCAVATING THE GENERAL CONTRACTOR IS TO LOCATE ALL UNDERGROUND UTILITIES(GAS,WATER, _ — ` ELECTRIC,SEPTIC,SEWER,ETC.)AND NOTIFY ENGINEER OF ANY CONFLICTS WITH PROPOSED WORK. SELECTED BY OWNER).CONTRACTOR TO PROVIDE NW PERIMETER BASEBOARD ON NEW ADDITIONS. _ 5 CONTRACTOR TO PROVIDE UNDER COUNTER CONVECTORS IN KITCHEN AS REQUIRED. A- I PROPOSED FLOOR PLAN "F" FLOOR FRAMING,INCLUDING 1 �• ■ ■ GIRDERS AND BEAMS _ FOUP DATION5 AND FOOTINGS SHALL COMPLY WI1 H THE MINIMUM REQUIREMENTS SET FORTH BY THE NEW YORK STATE EC- I ENERGY CODE DETAILS '' ■ ■ 6 RESIDENTIAL CODE(2020),CHAPTER 4(INCLUDING,BUT NOT LIMITED TO REINFORCING,ETC.)UNLESS OTHERWISE NOTED. i°R ROOF FRAMING ELECTRICAL RC- I NEW YORK STATE CODE DETAILS CJI .D ��1r 7 FOOTINGS SHALL BEAR ON ACCEPTABLE UNDISTURBED SOIL WITH A MINIMUM BEARING CAPACITY OF TWO THOUSAND RC-2 NEW YORK STATE CODE DETAILS G°FR" FLOOR AND ROOF FRAMING 8 POUNDS PER SQUARE FOOT(VERIFY IN fIELD)AND SHALL EXTEND 3'-0"MIN,BELOW FINISHED GRADE, ALL ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE STANDARDS AND CODES 2020 NEW YORK STATE RESIDENTIAL CODE,PART VIII,CHAPTER5 35 THROUGH 43,L'NLE55 OTHERWISE NOTED, 1 9 EXCAVATE AND BACK FILL IN A MANNER AND SEQUENCE THAT WILL PROVIDE PROPER DRAINAGE AT ALL TIMES. AND ALL LOCAL CODES AND/OR ALL L OF TH UN OF THE LOCAL UTILITY COMPANY. ALL MATERIALS AND EQUIPMENT p F IRU155 51GN 5AMPLE SHALL BEAR THE LABEL OR APPROVAL OF THE UNDERWRITERS LABORATORIES,INC. UNDERWRITERS'CERTIFICATION SHALL C O 1 L O WORK*-HAND TRIM FOUNDATION EXCAVATIONS TO FINAL GRADE JUST BEFORE CONCRETE IS PLACED AND COMPACTED WITH BE DELIVERED TO THE OWNER BY THE GENERAL CONTRACTOR PRIOR TO FINAL ACCEPTANCE OF THE WORK. A HAND OPERATED PATE TYPE COMPACTOR. I 1 THE CONTRACTOR SHALL VERIFY THE SIZE AND DETERMINE IF THE EXISTING ELECTRICAL SERVICE WILL BE ADEQUATE FOR PRE-ENGINEERED WOOD (P W) FILL MATERIAL TO BE ACCEPTABLE SAND,GRAVEL OR COMBINATION OF BOTH WHICH MAY CONTAIN SMALL AMOUNTS NEW AND EXISTING LOADS COMBINED, IF SERVICE 15 NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE ® GARAGE CO N VE R51 O N TO OF STONES OR PEBBLES OVER ONE INCH IN LARGEST DIMEN510N,BUT NONE OVER TWO INCHES,BUT DOES NOT CONTAIN C05T OF INCREASING THE ELECTRICAL SERVICE ACCORDINGLY. LOCATION: FLOOR F RAM I N G INCLUDING 3 CLAY,LOAM,ORGANIC MATERIAL,DEBP,IS,AND FROZEN MATERIAL, HABITABLE SPACE; M0I5TURE/CONDITION FILL MATERIAL BY AERATING OR WATERING AND THOROUGILY MIXING MATERIAL TO OBTAIN ALL EXISTING WIRING AND OUTLETS WHICH ARE REMOVED DUE TO DEMOLITION ARE TO BE HANDLED IN STRICT CONFORMITY 297.5 5Q U ARE FEET OPTIMUM I RD E RS B EAM S '�F" t OPTIMUM MOISTURE CONTENT PERMITTING PROPER COMPACTION WITH THE NATIONAL ELECTRIC CODE(N.E.C.). SPREAD ACCEPTABLE IF'ILL MATERIAL UNIFORMLY IN LAYERS NOT GREATER THAN EGHT INCHES of L005E THICKNESS U.L.APPROVED 5MOKEJHEAT DETECTORS INDICATED ON THE DRAWINGS ARE TO BE WIRED INTO THE ELECTRICAL SYSTEM, OVER ENTIRE FILL AREA. BATTERY OPERATED DETECTORS ARE NOT ACCEPTABLE. USE HAND TAMPERS OR VIBRATING COMPACTOR-5 AT FOUNDATION WALLS,RETAINING WALLS OR SIMILAR LOCATIONS. ALL WIRING SHALL BE MINIMUM#12 AND#14(AS REQUIRED)COPPER. NO ALUMINUM WIPE WILL BE PERMITTED. REVISIONS & DRAWING ISSUE : DO NOT USE LARGE ROLLING EQUIPMENT ADJACENT TO FOUNDATION AND RETAINING WALLS. CONVENIENCE DUPLEX RECEPTACLES SHALL BE 15 AMP, 125 VOLT,2 POLE,3 WIRE,GROUNDING TYPE, PROVIDE GROUND ISSUED TO G.C. 9/27/2024 DO NOT BACK FILL AND COMPACT AGAINST FOUN')ATION AND RETAINING WALLS UNTIL CONCRETE HAS REACHED FAULT RECEPTACLES WHERE REQUIRED BY THE N.E.C.AT ALL"WET"AREAS, 1 DESIGN STRENGTH AND WALLS ARE PROPERLY BRACED BY ADJACENT CONSTRUCTION OR TEMPORARY MEANS 2 ISSUED TO BLDG.DEPT. 10/3/2024 ACCEPTABLE AND APPROVED BY THE ENGINEER. ALL NEW INTERIOR/EXTERIOR LIGHTING FIXTURES WILL BE PROVIDED BY THE OWNER. CONTRACTOR 15 RESPONSIBLE FOR INSTALLATION. 3 COMPACT 5U8 GRADES WITH A VIBRATORY ROLLER, PROVIDE POWER,RECEPTACLES AS REQUIRED FOR APPLIANCES AS SHOWN.COORDINATE EXACT LOCATIONS WITH OWNER RESIDENTIAL CODE OF NEW YORK STATE - TABLE R 301.2 (1) 4 SOIL COMPACTIONS AND DENSITIES SHALL COMPLY WITH THE REQUIREMENTS OF 2020 NYSRC.COMPACT PRIOR TO INSTALLATION. 5 UNDER 5A55,FOUNDATIONS,AND FOOTINGS AT o!JE HUNDRED PERCENT Of MAXIMUM DENSITY. COMPACT BACK FILL GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE SHIELD AIR MEAN AT WALLS,EMBANKMENTS,AND UNDER PAVED AREAS AT NINETY PERCENT OF MAXIMUM DENSITY, SNOW DESIGN FLOOD 6 PLUMBING TOPOGRAPHIC SPECIAL WIND WINDBORNE DESIGN UNDERLAYMENT HAZARDS FREEZING ANNUAL LOAD SPEED(MPH) EFFECTS REGION DEBRIS ZONE CATEGORY WEATHERING FROST LINE DEPTH TERMITE TEMP. REQUIRED INDEX TEMP 7 ALL PLUMBING MATERIALS AND INSTALLATIONS SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 5T RU CTU RAL 5TEE L 2020 NEW YORK STATE RESIDENTIAL CODE,PART VII,PLUMBNG-CHAPTERS 27 THROUGH 32,UNLESS MIN Y-0" BELOW MODERATE DATE TI CURRENT 8 OTHERWISE NOTED,ALL NEW PLUMBING FIXTURES COMPLETE WITH RELATED FAUCETS AND ACCESSORIES 5HAL BE PROVIDED 30 130 MPH NO NO NO C SEVERE 11 O F YES EFFECTIVE FLOOD 1500 or LESS 52.70 STRUCTURAL STEEL SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE INTERNATIONAL BUILDING CODE BY THE OWNER WITH THE CONTRACTOR RESPONSIBLE FOP,COMPLETE INSTALLATION AND CONNECTIONS. FINISHED GRADE TO HEAVY INSURANCE RATE 9 ,. CHAPTER 22,AND/OR THE 2020 NEW YORK STATE:RESIDENTIAL CODE MAP 9/25i2009 ALL STRUCTURAL STEEL SHALL BE A5TM A3G AND CONFORM TO THE RECOM',,1ENDATION5 OF THE AMERICAN INSTITUTE OF NEW WATER PIPING SHALL BE TYPE"L"COPPER,HARD TEMPERED WITH DIELECTRIC UNIONS, TABLE R402.1.2 INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT (2020 NYS RESIDENTIAL CODE+RESCHECK) I STEEL CONSTRUCTION(AI5C).STEEL TUBES SHALL BE A5TM A500 GRADE B, REFER TO DRAWINGS FOR LOCATION OF NEW ROOF VENT STACK, COLOR OF PENETRATING STACK,ROOF JACK AND FLASHING SHALL BACK OR BROWN To MATCH ROOFING COLOR. FENESTRATION SKYLIGHT BASEMENT SLAB ALL CONNECTIONS SHALL BE MADE WITH 3/4"DIAMETER COMMON BOLTS OR WELDS BY A QUALIFIED WELDER U51NG E-70XX D GLAZED CEILING WOOD FRAME MA FLOOR CRAWL SPACE A. ELECTRODES. ALL PIPING EXPOSED TO THE ELEMENTS SHALL BE INSULATED INCLUDING PIPING LOCATED IN EXTERIOR WALLS. CLIMATE ZONE U-FACTOR FENESTRATION WALL WALL, R-VALUE Al U-FACTOR R-VALUE WALL R-VALUE R-VALUE WALL R-VALUE ANCHOR PIPE COLUMNS TO FOUNDATIONS WITH TWO 3/4"DIAMETER BOLTS EMBEDDED P-4"MINMUM INTO CONCRETE. USE CONTRACTOR TO VERIFY THE SIZE OF EXISTING DOMESTIC HOT WATER SYSTEM AND DETERMINE If THE EXISTING SYSTEM WILL SHGC R-VALUE R-VALUE & DEPTH t STEEL SHIMS AND NON SHRINK GROUT To ADJUY HEIGHT. BE ADEQUATE FOR NEW AND EXISTING LOADS COMBINED. IF SYSTEM 15 NOT ADEQUATE,THE CONTRACTOR SHALL INCLUDE IN HIS/HER BID THE COST OF EXPANDING SAID SYSTEM ACCORDINGLY,AS REQUIRED FOR PROPER PERFORMANCE. REQUIRED 4A 0.32 0.55 0.40 R-49 20 or 13+5 8/13 19 10/13 10/ 2FT. 10/13 PROJECT TITLE: DONARGO RESIDENCE REINFORCED CONCRETE ENGINEER SEA,.: DATE: 9JI7J2024 SPRAY F OOAM CONCRETE SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BYTHE RESIDENTIAL NEW YORK STATE FINISH WORK PROPOSED 4A 0.28 — 0.28 R-49 R-1 — R-19 — — — SCALE: AS NOTED RESIDENTIAL CODE(2020),CHAPTER 4,UNLESS OTHERWISE NOTED, ALL FINISH WORK SHALL COMPLY WITH THE MINIMUM REQUIREMENTS SET FORTH BY THE 2020 NEW YORK STATE RESIDENTIAL DRAWN BY: D.G. ALL CONCRETE WORK SHALL CONFORM TO APPLICABLE RECOMMENDATIONS OF THE AMERICAN CODE,PART VIII,CHAPTER 7 WALL COVERII!GS,UNLESS OTHERWISE NOTED. WINDOW: 'ANDERSEN' 400 SERIES DOUBLE HUNG ENERGY PATH: ^PRESCRIPTIVE r CI IECKED BY: T.D.R. COPICRETE INSTITUTES(AD). ALL TRIM WORK AND FINISHES ON EXISTING REMAINING WALLS,SHALL BE REMOVED BY CONTRACTOR,INCLUDING,BUT NOT W/LOW-E4-SIMULATED DIVIDED LIGHT GRILLES 2020 NYS RESIDENTIAL CODE DRAWING NO: LIMITED TO PANELING,WALL PAPER AND BASE,WINDOW,DOOR t CROWN MOLDINGS AND TRIM.ALL EXISTING WALLS TO ALL CONCRETE SHALL BE STONE CONCRETE(3/4"COARSE AGGREGATE)HAVING A MINIMUM REMAIN SHALL BE RESTORED TO"AS NEW PLASTER"FINISH.WORK MAY INCLUDE BUT NOT BE LIMITED To TAPE AND n STRENGTH of 3000 P51 AT TWENTY-EIGHT DAYS EXCEPT 5LA55 ON GRADE WHICt SHALL HAVE SPACKLE REPAIRS,EXISTING GYPSUM WALLBOARD REMOVAL AND REPLACEMENT,AND NEW GYPSUM WALLBOARD CLADDING }t A MINIMUM STRENGTH OF 4000 P51 AT TWENTY-EIGHT DAYS, OVER EX15TING WALLS.ALL NEW AND EXISTING WALLS SHALL BE TAPED,5PACKLED,PREPPED AND READY FOR NEW PAINT /e e AND/OR CERAMIC TILE FINISHES. J REINFORCING BARS SHALL CONFORM TO THE REOUREMENT5 OS A5TM G 15 FOR GRAD°GO,BE r' 4I r z/�/ ,, ,�� ,;,�;j r CONTINUOUS AND HAVE MINIMUM LAPS OF FORTY DIAMETER5. FLOOR FIN15HE5 THROUGHOUT ENTIRE EXISTING HOUSE.INCLUDING BUT NOT LIMITED TO CARPET AND CERAMIC TILE TO BEi' } 1 , N ,� _ •'j, REMOVED.NEW FLOOR FINISHES TO BE SELECTED BY OWNER.COORDINATE RESPONSIBILITIES OF FURNISHMENT AND a,° t{� ,',. WELDED WIRE FABRIC(WWF)S ALL CONFORM TO THE REQUIREMENTS OF A5TM A185,FAT INSTALLMENT WITH OWNER, t SHEETS ONLY. 4 .� . 1, DRAWING TITLE: ALL FINISHES IPl BATHROOMS AND POWDER ROOM SHALL BE SELECTED BY OWNER,COORDINATE RESPONSIBILITIES Of FURNISHMENT AND INSTALLMENT WITH OWNER. SITE PLAN, ZONING & ELEVATIONS ARE ARTISTIC CONCEPTIONS ONLY.HOMEOWNER SHALL REFER TO THE SIGNED CONTRACT FOR SPECIFIC FINISH \�f' d'.: GENERAL NOTES MATERIALS PROVIDED BY THE CONTRACTOR. "� `} DONARGO RES I D E NC E ®DONARGO RESIDENCE e 450 HAYWATERS ROAD CUTCHOGUE,NY 11935 SECTION: ]]] BLOCK:2 LOT:2 TOWN OF SOUTHOLD SUFFOLK COUNTY THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS A PREPARED BY THE ENGINEER FOR THIS PROJECT ARE r— — — — — — — — — -I INSTRUMENTS OF THE ENGINEERS SERVICE.FOR USE SOLELY q-I I WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE r-� — - - - - - - t t PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF _ — — — — — — — — — — — — — — — — EX. WINDOW— — — — L_� I_ — — — — — — — — — — — WINDOW— _ _ _ _ _ _ _ _ _ _ THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, I STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE — — — — — — — — — COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND F_ I I E.P. — — — — — — — — — I — — — — — — — — —I I OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN O �� ] I CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE I I I O WATER HWH EXISTING I PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND P WASH DRY 92WASTE LINE I I I I � FILTER BOI ER OTHER DOCUMENTS SI-]ALL NOT BE USED BY THE OWNER OR OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT I I VENTED TO I I OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT U EXTERIOR U I I i WRITTEN CONSENT FROM ENGINEER. I u UN-FINISHED BASEMENT _X STORAGE USE ONLY ILL o o THOMAS D. REILLY P.E. N NOT TO BE USED FOR NOTE: N TYPICAL CEILING I 4 BEZEL LANE EATING COOKING,EATING, AND SLEEPING HEIGHT 7'-Q/4" I SMITHTOWN,NY 11787 POST ACTIVITIES SLAB TO B.O. I PHONE(631)724.5740 I I I ABOVE JOISTS I EMAIL:TDRPE@TDRPE.COM (3)13/4'x9/4" M.L. a POST - - - - - ABOVE _ _ PIER F - 7 _ 7 F 7 +(3)2x 10 GRDR. _ _ _ (3)2x 10 GRDR.7:4 _ _ _ _ - � I � NOTES: I I EXISTING I — �-2Yz"O STEEL — J ADD 13/4'x9Y4" M. L — 21,`p STEEL COLUMN COLUMN UN-EXCAVATED (TYPICAL) (TYPICAL) I i I EXIST'G CONC SLAB 40 ON GRADE I TYPICAL FOUNDATION WALL CONSTRUCTION: I 8" P.C. FOUNDATION U WALL EXPOSED O p I� UN-FINISHED to i I I STORAGE AREA I I I I N N I POST ABOVE -OIL TANK 8" C.M.U. WALL 1 I r — — — EXPOSED (fYP.) - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � EX. WINDOW — — — — — — EX. WINDOW AL- - - - - - - -� A-I LEGEND EXISTING fOUNDATION FLAN N O RT H C - - IDTING FOOT:OG TO EEURED O AN REMOVED I I I _ I I I SCALE: /4 I -O CLIENT APPROVALS EXISTING POUP.ED COLIC,WALL AND FOOTING TO REMAIN. APPROVED BY: DATE- NEW POURED CONC.WALL ZLISSUED FOR REVIEW 9/17/2024 ':" ° "•� AND FOOTING(5EE DRAWING5 FOR T FE5 E DIMEN51ON5. BRICK 2 ISSUED FOR REVIEW 9I19/2024 CHIMNEY r-� - 3 DN TO GRADE Li DN EX. WINDOW Ex. WINDOW EX. WINDOW 4 LEGEND (2)2x12 EX. SLIDER WC 5 o F- o - - - �� w I I 6 z C EXISTING WALL OR PARTITION TO BE REMOVED I SINK 7 = I CL�5 EXISTING WALL OR PARTITION TO REMAIN I- U U ~ to cn40 I U U $ NEW EXTERIOR WALL CONSISTING OFYz"GYPSUM BOARD, EXISTING I0 O - c I O O 9 2"X4"WOOD STUDS(IG"O.C.),3V"13ATTINSULATION v z N - KITCHEN DINING ROOM I N - (RI 5),Y" EXTERIOP.PLYWOOD SHEATHING,TYVEK HOUSE RAILINN WRAP AND HORIZONTAL SIDING.(COLOR AND STYLE TO BE LAMINATE FLOOR LAMINATE FLOOR BEDROOM #2 SELECTED BY OWNER) N T U FLAT CEILING a_; v 11 NEW INTERIOR PARTITION CON515TING OF 2"X 4"WOOD STUDS ) (I G"O.G.)WITHY"GYPSUM BOARD EACH SIDE FROM FLOOR TO I BATH CL, W X X o UNDERSIDE OF 5TRUCTURE ABOVE N N = N N Z 02 3 CONTR TO REMOVE EXISTING DOOR / WINDOW AND FRAME. CL05E EXISTING OPENING WITH MATERIALS TO MATCH AND X TILE FLOOR x ALIGN WITH EXISTING ADJACENT. qy c\IW ] EXISTING DOOR AND FRAME TO BE REMOVED o �� �� LINEN RADIATOR OPENING LAV �� 2 1 o — — — -- EX. SLDR. EXISTING DOOR AND FRAME TO REMAIN Q = S.D. z N- - - -EX, 2x8RIDGEA50VE EX. ® — HALL - - - - - - - - �{..��IF CL' REVISIONS & DRAWING ISSUE : X - - - — — — — — — — — — — — — — — — — - - - - - - w N C.O. CL— — SHELF ] ISSUED TO G.C. 9/27/2024 NEW DOOR AND FRAME Cps + c',C 2 ISSUED TO BLDG.DEPT. 10/3/2024 1 CAR GARAGE 6 3 N CONC. SLAB 40 4 5 U UU rjLj 05D INDICATES HARD WIRED, INTERCONNECTED SMOKE DETECTORS — — — — — — — — O b O O 6 (Z)CM INDICATES HARD WIRED CAR50N MONOXIDE DETECTOR I N I N uD 21 7 LIVING ROOM BEDROOM # I I BEDROOM #3 z WOOD FLOOR FLAT CEILING FLAT CEILING 8 I I � II � u oII 0 9 � X z CL. � X N I NN �O Oi i NN ] I � 11 it STEP DN ] (2)2x 12 HDR. -STOOP- 3 O.H.GARAGE DOOR 1 EX. BOW WINDOW DN TO GRADE EX. WINDOW EX. WINDOW PROJECT TITLE: DONARGO RESIDENCE ENGINE]?R SEAL: DATE: 9/17/2024 EX15TI NG f I R5T f LOOK FLAN N O R T H SCALE AS D.G. D DRAWN BY: D.G. C CHECKED BY: T.D.R. 15CALE: 411 DRAWING NO: f E_w 7, /J ` \`S• •15 �` F` t ;':`. ' DRAWING TITLE- {) +'l 41 EXISTING FLOOR PLANS DONARGO RESIDENCE e DONARGO RESIDENCE e 450 HAYWATERS ROAD CUTCHOGUE,NY 11935 SECTION: III BLOCK:2 LOT:2 TOWN OF SOUTHOLD SUFFOLK COUNTY THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS N 1102.2.4 (R402.2.4) ACCE55 HATCHES DOORS: PREPARED BY THE ENGINEER FOR THIS PROJECT ART" INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY LEGENDACCESS DOORS FROM CONDITIONED SPACES TO WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE UNCONDITIONED SPACES SUCH AS ATTICS � CRAWL SPACES PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF SHALL BE WEATHER-STRIPPED INSULATED TO A LEVEL THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE EXISTING WALL OR PARTITION TO BE REMOVED EQUIVALENT TO THE INSULATION ON THE SURROUNDING COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN SURFACES. ACCESS THAT PREVENTS DAMAGING OR COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND C COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN 1 EXISTING WALL OR PARTITION TO REMAIN EQUIPMENT. WHERE LOOSE-FILL INSULATION IS INSTALLED, A CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND �'� NEW EXTERIOR WALL (I G"O.C.), O,"1 GYPSUM BOARD, WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER SHALL BE OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR 2"X 4"WOOD 5TUD5(I G"O.GJ,$'!"BAIT INSULATION (RI 5),j!" EXTERIOR PLYWOOD SHEATHING,TYVEK HOUSE INSTALLED TO PREVENT THE LOOSE-FILL INSULATION FROM OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT WRAP AND HORIZONTAL5IDING.(COLOR AND STYLE TO BE SPILLING INTO THE LIVING SPACE WHEN THE ATTIC ACCESS 15 OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT SELECTED BY OWNER) OPENED. THE BAFFLE OR RETAINER SHALL PROVIDE A PERMANENT WRITTEN CONSENT FROM ENGINEER. Cam"7 NEW INTERIOR PARTITION CONSISTING OF 2"X 4"WOOD 5TUD5 (I G"O.C.)WITHy°GYPSUM BOARD EACH SIDE FROM FLOOR TO BRICK MEANS OF MAINTAINING THE INSTALLED R-VALUE OF THE UNDERSDE OF STRUCTURE ABOVE 4" VENT THROUGH A-I CHIMNEY LOOSE-FILL INSULATION. ROOF (V.T.R.) CZ CONTR TO REMOVE EXISTING DOOR / WINDOW AND FRAME. DN TO GRADE Li CL05E fX15TING OPENING WITH MATEP,IALS TO MATCH AND ROOF DN EX. WINDOW EX. WINDOW EX, WINDOW ALIGN WITH EXISTING ADJACENT. R3 1 1 .7.5.1 STAIR RISERS (2)2x 12 THE RI5EK HEIGHT SHALL BE NOT m EX. SLIDER WC ® THOMAS D. REILLY P.E. 40 EXISTING DOOR AND FRAME TO BE REMOVED n C� C 4 MORE THAN e14'. THE RISER SHALL �'� -o Q -) O L - - - 2�� BE MEASURED VERTICALLY BETWEEN +G.�s - U f- I 4 BEZEL LANE LEADING EDGES OF THE ADJACENT Z w I Uj I SMITHTOWN,NY 11787 �-T VENT TO o SINK �� C EXISTING DOOR AND FRAME TO REMAIN - I TREADS. EXTERIOR I _ = I CL. PHONE(631)724.5740 R3 1 1 .7.5.2 STAIR TREADS KITCHEN 0 I EMAIL:TDRPE@TDRPE.COM -`� PROPOSED I I I THE TREAD DEPTH SHALL BE NOT DN 2R OLAV WC BENCH IU LAMINATE FLR. �t o �o BATHROOM 1Y" I1Y 1Y LESS THAN 9". THE TREAD DEPTH z _ _ _ _ N - DINING ROOM (3 FIXTURES) I I I SHALL BE MEASURED HORIZONTALLY Oz 1 oCF LAMINATE FLR. BEDROOM #2 C NEW DOORAND FRAME I I BETWEEN THE VERTICAL PLANES OF m + - SINK THE FOREMOST PROJECTION OF 3'_G" _ - r -KITCHEN I U I FLAT CEILING U NOTES: _ BATH CL. N WC ADJACENT TREADS # AT A RIGHT I ISLAND I �o c9 O SHO ER ANGLE TO THE TREADS LEADING (P BATH A I N N I " N z EDGE. in VELUX' L - - - - J TILE FLOOR N 1 st FLOOR - v TILE FLR. SKYLIGHT NOTE: ABOVE- 05D INDICATES HARD WIRED,INTERCONNECTED SMOKE DETECTORS R�-3BATT SOUND HALL U O �,� DOUBLE R.R. 4XG 2" 3"L!L INSULATION IN ALL NEW N = �+ Z I.L. EF. WOOD LINEN C)CM INDICATES HARD WIRED CARBON MONOXIDE DETECTOR C,O•i BATHROOM WALLS TYP. N O z LU AROUND R.O. POST `gyp NE NOTE: X - I (2)13/4"x I I /�" M.L.+%z'x I I /B' STL_PLATE (UPSET FLUSH) LAV(2)2 8 uxTABLE P3201.7SIZE OF TRAPS FOR PLUMBING FIXTURES ALL INSULATION TO BE - - - - - - - - - - - - - - - - - - - - - - - _ EX. SLDR. INSTALLED AS PER FLU H 1 9'-2" OPENING S.D. HALL CL. N EX. 2x8 RIDGE ABOVE 4x4 - - - - - -� - - - - - - MANUFACTURERS � - - - - EX. 2x8 RIDGE ABOVE TRAP SIZE INSTRUCTIONS �0 --> � - - -- - - - - -WOOD - - - - - - - - - - - - - - - - - - - - - - - - - - - - SHELF 4xGWOOD PLUMBING FIXTURE MINIMUM 4 NOTE: N v POST P05T C O _ - J CL• (inches) NEW SUBFLOOR C) C2 = o - o N N 2x8 F.J.@ I G" O.C. LOOKS TO ATTIC TO ALIGN WITH m = Ro LU 2 ALIGN-�_ ACCESS Bathtub(with or without shower head and/or FAI EXISTING N z aU U DOUBLE FRAME whirlpool attachments) 1 J` C.O., CONNECT TO NOTE: � N J 1 m AROUND R.O. BASEMENT APPROVED PROVIDE Bidet 1114 SEPTIC SYSTEM R-19 BATT. INSULATION o FAMILY ROOM I LIVING ROOM o 0 6 0 Clothes washer standpipe 2 @ FLOOR(TYP.) - _ CATHEDRAL CEILING x WOOD FLOOR - Dishwasher(on separate trap) 1 /2 4 NOTE: f' N WOOD FLOOR -IN C\jO t GARAGE CONVERSION @ Q)@ BEDROOM # I I BEDROOM #3 TO HABITABLE SPACE O 02 N FLAT CEILING FLAT CEILING Floor drain 2 - `n 1 0 297.5 U SQ.FT. = oZ oC U Kitchen sink(one or two traps,with or NOTE: N z I CL p 7=71NDOW5 SHALL MEET THE = N N U N N z N N without dishwasher and food waste disposer) 11/2 FLUM 15ING R15ER DIAGRAM REQUIREMENTS Of FOR THE51DENTIAL � N 1 U'O o I I FOLLOWING: Laundry tub(one or more compartments) 1 I/2 1 . LIGHT, VENTILATION, * EGRESS 4' I I -8' 4" SCALE: N .T.S. (HABITABLE SPACES ONLY) 4 WOOD STEP DN Lavatory 11J 2. ENERGY CODE COMPLIANCE POST ^STOOP ry � P3103.1 ROOF EXTENSION P3103.3 FLASHINGS AND SEALING 3. WIND DESIGN PRESSURE LOADS EX. (2)2.12 HDR. H I AT LEAST ONE OPEN VENT PIPE SHALL EXTEND THE JUNCTURE OF EACH VENT PIPE (D.P. RATING) CLIENT APPROVALS Shower(basec on the total flow rate through THROUGH A ROOF AND SHALL BE TERMINATED WITH THE ROOF LINE SHALL BE MADE NOTE: (2)WDH2G3 O EX. BOW WINDOW DN TO GRADE EX. WINDOW EX. WINDOW showerheads and bodysprays) AT LEAST ]8 INCHES ABOVE THE ROOF EXCEPT WATER TIGHT BY AN APPROVED ALL WINDOW G'-0" PROVIDE R-19 APPROVED BY: PATE: Flow rate: THAT WHERE A ROOF IS TO BE USED FOR ANY FLASHING.VENT EXTENSIONS IN DESIGNATIONS SPRAY FOAM I ISSUED FOR REVIEW 9/17/2024 PURPOSE OTHER THAN WEATHER PROTECTION, WALLS AND SOFFITS SHALL BE MADE REFER TO 'ANDER5EN' INSULATION 5.7 gpm and less 1�/� THE VENT EXTENSIONS SHALL BE RUN AT LEAST WEATHER TIGHT BY CAULKING RESIDENTIAL A @EXTERIOR PROF05ED f I R5T f LOOR N O R T H 2 ISSUED FOR REVIEW 9/19/2024 7 FEET(2134 MM)ABOVE THE ROOF. PRODUCT GUIDE WALLS (Tl'P.) 3 P3103.2 FROST CLOSURE -SEE 'RE5CHECK' More than 5.7 gpm up to 12.3 gpm 2 A-I P3201.7 SIZE OF FIXTURE TRAPS EVERY VENT EXTENSION THROUGH A ROOF 4 More than 12.3 gpm up to 25.8 gpm 3 TRAP SIZES FOR PLUMBING FIXTURES SHALL BE SHALL BE A MINIMUM OF 3 INCHES(76 MM)IN I 11 - 1 11 NOTE: AS INDICATED IN TABLE P3201.7.WHERE THE DIAMETER.ANY INCREASE IN THE SIZE OF THE SCALE: Y4 - I -0 GENERAL CONTRACTOR IS TO FIELD VERIFY ALL SITE 5 More than 25.8 gpm up to 55.6 gpm 4 TAILPIECE OF A PLUMBING FIXTURE IS LARGER VENT SHALL BE MADE INSIDE THE STRUCTURE A CONDITIONS AND EXISTING DIMENSIONS OF STRUCTURE, 6 THAN THAT INDICATED IN TABLE P3201.7,THE MINIMUM OF 1 FOOT(305 MM)BELOW THE ROOF. AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO TRAP SIZE SHALL BE THE SAME NOMINAL SIZE AS TIIE COMMENCEMENT OF WORK. 7 For Si: 1 inch=25.4 mm. THE FIXTURE TAILPIECE.A TRAP SHALL NOT BE LARGER THAN THE DRAINAGE PIPE INTO WHICH 8 THE TRAP DISCHARGES. 9 NOTE: M1502.1 CLOTHES DRYER EXHAUST: NOTE: R317.3.1-FASTENERS FOR R310.2.1 MINIMUM OPENING AREA-EGRESS R915.2.3 CARBON MONOXIDE LOCATION R312.1.1 GUARDS WHERE REQUIRED ICE SHIELD SHALL EXTEND CLOTHES DRYERS SHALL BE EXHAUSTED ALL SPRAY FOAM TO BE HIGH PRESERVATIVE-TREATED WOOD EMERGENCY AND ESCAPE RESCUE CARBON MONX]DE ALARM SHALL BE GUARDS SHALL BE PROVIDED FOR THOSE 11 DENSITY CLOSED CELL FROM ROOF EDGE @ EAVES IN ACCORDANCE WITH THE FASTENERS,INCLUDING NUTS&WASHERS, OPENINGS SHALL HAVE A NET CLEAR PROVIDED ON EACH STORY PORTIONS OF OPEN-SIDED WALKING TO A MIN. OF 24" MANUFACTURER'S INSTRUCTIONS. N 1102.2.3 (R402.2.3) SAVE BAFFLE: FOR PRESERVATIVE TREATED WOOD OPENING OF NOT LESS THAN 5.7 SQUARE CONTAINING A SLEEPING AREA, SURFACES,INCLUDING STAIRS,RAMPS& TOP OF RIDGE EX. RIDGE R905. 1 .2 ICE BARRIER SHALL BE OF HOT-DIPPED ZINC COATED FEET.THE NET CLEAR OPENING WITHIN I Y OF THE SLEEPING AREA. LANDINGS,THAT ARE LOCATED MORE MI502.4.1 MATERIAL&DUCT SIZE: 2x4 STUD FOR AIR-PERMEABLE INSULATION IN �� 3 - - - -- - - - KNEE WALL IN AREAS WHERE THERE HAS BEEN A GALVANIZED STEEL,STAINLESS STEEL, DIMENSIONS REQUIRED BY THIS SECTION MORE THAN 1 CARBON MONOXIDE THAN 30 MEASURED VERTICALLY TO THE EXHAUST DUCTS SHALL HAVE A SMOOTH VENTED ATTICS, A BAFFLE SHALL BE @ I G" O.C. HISTORY OF ICE FORMING ALONG THE EAVES INSTALLED ADJACENT TO SOFFIT AND SILICON BRONZE OR COPPER.STAPLES SHALL BE OBTAINED BY THE NORMAL ALARM SHALL BE PROVIDED WHERE FLOOR OR GRADE BELOW AT ANY POINT INTERIOR FINISH&BE CONSTRUCTED OF I EXISTING CAUSING A BACKUP OF WATER AS SHALL BE OF STAINLESS STEEL.COATING OPERATION OF THE EMERGENCY ESCAPE NECESSARY TO ASSURE NO SLEEPING WITHIN 36"HORIZONTALLY TO THE EDGE METAL HAVING A MINIMUM THICKNESS OF ROOF CONSTRUCTION: 12 ATTIC 12 EAVE VENTS. BAFFLES SHALL MAINTAIN (2)3/4°O THRU DESIGNATED IN TABLE R30 I ,2(I), AN ICE AN OPENING EQUAL OR GREATER THAN TYPES&WEIGHTS FOR CONNECTORS 1N AND RESCUE OPENING FROM THE INSIDE. AREA ON SUCH STORY IS MORE THAN OF THE OPEN SIDE.INSECT SCREENING 0.0157 INCHES(No.28 GAGE).THE DUCT EX. 2xG R.R. @24" O.C. EX•� (UN-FINISHED) EX. BOLTS @ BARRIER SHALL BE INSTALLED FOR ASPHALT THE SIZE OF THE VENT. THE BAFFLE CONTACT WITH PRESERVATIVE-TREATED THE NET CLEAR HEIGHT OPENING SHALL 15'AWAY FROM A CARBON MONOXIDE SHALL NOT BE CONSIDERED AS A GUARD. SHALL BE 4"NOMINAL IN DIAMETER. 1 Y2' PLYWOOD SHEATHING - -- SHINGLES, METAL ROOF SHINGLES, WOOD SHALL BE IN ACCORDANCE WITH BE NOT LESS THAN 24 INCHES AND THE ALARM. EACH END SHALL EXTEND OVER THE TOP OF THE THE CONNECTOR MANUFACTURERS NET CLEAR WIDTH SHALL BE NOT LESS R302.5.2 DUCT PENETRATION R303.7 INTERIOR STAIRWAY ILLUMINATION MINERAL-SURFACED ROLL ROOFING, SLATE ATTIC INSULATION. THE BAFFLE SHALL BE EXISTING ALUMINUM SLATE TYPE SHINGLES, WOOD SHINGLES RECOMMENDATIONS.IN THE ABSENCE OF THAN 20 INCHES. R314.3 SMOKE ALARM LOCATION DUCTS IN THE GARAGE&DUCTS INTERIOR STAIRWAYS SHALL BE GUTTERS NEW 2x8 C.J. PERMITTED TO BE ANY SOLID MATERIAL PENETRATING THE WALLS OR CEILINGS PROVIDED WITH AN ARTIFICIAL LIGHT REVISIONS & DRAWING ISSUE \-R-49 BATT, WOOD SHAKES. THE ICE BARRIER SHALL MANUFACTURERS RECOMMENDATIONS,A EXCEPTION: SMOKE ALARMS SHALL BE INSTALLED IN R-49 SPRAY INSULATION @24"O.C• CONSIST OF NOT FEWER THAN 2 LAYERS OF N I 1 01 . 10. 1 .1 (R303. 1 . 1 . 1) BLOWN-IN OR MINIMUM OF ASTM A 653 TYPE G185 GRADE FLOOR OR BELOW GRADE THE FOLLOWING LOCATIONS: SEPARATING THE DWELLING FROM THE SOURCE TO ILLUMINATE THE LANDINGS _ _ _ _ UNDERLAYMENT CEMENTED TOGETHER, OR A SPRAYED ROOF �CEILING INSULATION: ZINC-COATED GALVANIZED STEEL,OR OPENINGS SHALL HAVE A NET CLEAR 1.IN EACH SLEEPING ROOM. GARAGE SHALL BE CONSTRUCTED OF A AND TREADS.THE LIGHT SOURCE SHALL 1 ISSUED TO G.C. 9/27/2024 T.O. ST FLR PLATE ('+8'-0) ri' FOAM MINIMUM No.26 GAGE SHEET STEEL OR SELF-ADHERING POLYMER-MODIFIED THE THICKNESS OF BLOWN-IN or SPRAY FOAM EQUIVALENT,SHALL BE USED. OPENING OF NOT LESS THAN 5 SQUARE 2.OUTSIDE EACH SEPARATE SLEEPING BE CAPABLE OF ILLUMINATING TREADS& T - WINDOW(+G-8 A.F.F.) PROVIDE SAVE INSULATION CELLULOSE INSULATION SHALL BE WRITTEN IN FEET. AREA IN THE IMMEDIATE VICINITY OF THE OTHER APPROVED MATERIAL&SHALL LANDINGS TO LEVELS OF NOT LESS THAN 1 2 ISSUED TO BLDG.DEPT. 10/3/2024 BAFFLE BITUMEN SHEET SHALL BE USED IN PLACE 3 NOTE: 2x4 WALL OF NORMAL UNDERLAYMENT EXTEND FROM INCHES ON MARKERS THAT ARE INSTALLED AT R319.3-FASTENERS BEDROOMS. NOT HAVE OPENINGS INTO THE GARAGE. FOOT CANDLE(I I LUX)AS MEASURED AT -SEE NOTE PROPOSED - STUD NOT LESS THAN ONE FOR EVERY 300 5Q.FT. FASTENERS FOR PRESSURE-PRESERVATIVE R310.2.2 WINDOW SILL HEIGHT-EGRESS 3.ON EACH ADDITIONAL STORY OF THE THE CENTER OF TREADS&LANDINGS. SEE AIR SEALING REQUIREMENTS THE LOWEST EDGES OF ALL ROOF R308.4.5 GLAZING&WET SURFACES PROVIDE @ 1 G" O.C. THROUGHOUT THE ATTIC SPACE. THE MARKERS AND FIRE-RETARDANT-TREATED WOOD WHERE A WINDOW IS PROVIDED AS THE DWELLING,INCLUDING BASEMENTS& THERE SHALL BE A WALL SWITCH AT 4 ON EC-I SHEET FAMILY ROOM SURFACES TO A POINT NOT LESS THAN 24 EMERGENCY ESCAPE AND RESCUE OPENING, GLAZING IN WALLS,ENCLOSURES OR TYPICAL EXISTING I.XTERIOR R-1 9 SPRAY INSIDE THE EXTERIOR WALL LINE OF THE SHALL BE AFFIXED TO THE TRUSSES OR SHALL BE OF HOT-DIPPED ZINC-COATED HABITABLE ATTICS&NOT INCLUDING EACH FLOOR LEVEL TO CONTROL THE FOAM BATH HALL BUILDING. ON ROOFS WITH SLOPE EQUAL TO JOISTS $ MARKED WITH THE MINIMUM INITIAL GALVANIZED STEEL,STAINLESS STEEL, IT SHALL HAVE A SILL HEIGHT OF NOT MORE CRAWLSPACES&UNINHABITABLE ATTICS. FENCES CONTAINING OR FACING HOT LIGHT SOURCE WHERE THE STAIRWAY HAS 5 WALL CONSTRUCT ON: THAN 44 INCHES ABOVE THE FLOOR;WHERE TUBS,SPAS,WHIRLPOOLS,SAUNAS,STEAM INSULATION OR GREATER THAN 8 UNITS VERTICAL IN 12 INSTALLED THICKNESS WITH NUMBERS NOT SILICON BRONZE OR COPPER.THE IN DWELLINGS OR DWELLING UNITS WITH SIX OR MORE RISERS. 6 2x4 WALL STUDS (� I G"O.C.' @EXTERIOR LESS THAN I IN HEIGHT. THE THICKNESS COATING WEIGHTS FOR ZINC-COATED THE SILL HEIGHT IS BELOW GRADE,TT SHALL SPLIT LEVELS&WITHOUT AN ROOMS,BATHTUBS SHOWERS&INDOOR UNITS HORIZONTAL, THE ICE BARRIER SHALL OUTDOOR SWIMMING POOLS WHERE THE y" CDX PLYWOOD SHEATHING WALLS INSTALLED R-VALUE OF SPRAYED FASTENERS SHALL BE IN ACCORDANCE BE PROVIDED WITH A WINDOW WELL IN INTERVENING DOOR BETWEEN THE 7 VINYL SIDING PROVIDE NOTE: ALSO BE APPLIED NOT LESS THAN 3G" ACCORDANCE WITH SECTION R310.2.3 BOTTOM EXPOSED EDGE OF THE GLAZING ` R-1 9 BATT. ALIGN NEW FLOOR (3)13/4,X%" M.L. MEASURED ALONG THE ROOF SLOPE FROM POLYURETHANE FOAM INSULATION SHALL BE WITH ASTM A 153 ADJACENT LEVELS,A SMOKE ALARM IS LESS THAN 60"MEASURED VERTICALLY 8 TOP of EX. FIR5T SUBFLOOR INSULATION TO EX. 5UBFLOOR x 1 2'-4" LONG THE EAVE EDGE OF THE BUILDING. INDICATED ON THE CERTIFICATION PROVIDED INSTALLED ON THE UPPER LEVEL SHALL R310.2.2 WINDOW SILL HEIGHT-EGRhSS ABOVE ANY STANDING OR WALKING - � ,': BY THE INSULATION INSTALLER. SUFFICE FOR THE ADJACENT LOWER 9 TOP of GARAGE SLAB WHERE A WINDOW IS PROVIDED AS TITS LEVEL PROVIDED THAT THE LOWER LEVEL SURFACE SHALL BE CONSIDERED TO BE A EXISTING GRADE EXISTING GRADE EMERGENCY ESCAPE AND RESCUE IS LESS THAN 1 FULL STORY BELOW THE HAZARDOUS LOCATION.THIS SHALL 1 OPENING,IT SHALL HAVE,A SILL HEIGHT APPLY TO SINGLE GLAZING AND EACH EXISTING P.C. '` 2x8 F.J. EXIST. FOUNDATION OF NOT MORE THAN 44 INCHES ABOVE THE UPPER LEVEL. PANE IN MULTIPLE GLAZING. 1 ACQ. 4.SMOKE ALARMS SHALL BE INSTALLED FOUNDATION WALL @ I G" O.C. SILL PLATE •i•'. WALLS TO REMAIN FLOOR;WHERE THE SILL HEIGHT IS BELOW NOT LESS THAN 3'-0"HORIZONTALLY NOTE: ' (TYPICAL) GRADE,IT SHALL BE PROVIDED WITH A FROM THE DOOR OR OPENING OF A ALL INSULATION TO BE WINDOW WELL IN ACCORDANCE WITH BATHROOM THAT CONTAINS A BATHTUB 3 INSTALLED AS PEE; SECTION R310.2.3 OR SHOWER UNLESS THIS WOULD MANUFACTURERS CR055 5ECTIONA-Al INSTRUCTIONS PREVENT PLACEMENTS OF A SMOKE 1 ALARM REQUIRED BY THIS SECTION. PROJECT TITLE: DONARGO RESIDENCE SCALE: Y4"= I '-O" ENGINEER SEAL: DATE: 9/17/2024 SCALE: AS NOTED DRAWN BY: D.G. CHECKED BY: T.D.R. DRAWING NO: r i^� t , i,.i DRAWING TITLE: PROPOSED FIRST FLOOR PLAN & SECTION DONARG0 RESIDENCE e DONARGO RESIDENCE 450 HAYWATERS ROAD CUTCHOGUE,NY 11935 N #*"4 r-N 1"% -Tr--1 J'N SECTION: 111 BLOCK:2 LOT:2 i E17� W7 { ( j TOWN OF SOUTHOLD e-N ON rN ri r711 ON jJtRV,, i T0RK r JL.J SUFFOLK COUNTY __ Ti4E DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY TI IE ENGINEER FOR THIS PROJECT ARE -j INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY Y�.q -� ._ bath Air sealing checklist WITH RESPECTTO THIS PROJECT AND UNLESS OTHERWISE Air s�e I g key points -} bath vent fans PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF .� to ceiling drywall Before drywall N1 102.2.4(R402.2.4)ACCESS HATCHES&DOORS: THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, N1101.14(R401.3)MANDATORY: ACCESS DOORS FROM CONDITIONED SPACES TO STATUTORY AND OTHER RESERVED RIGHTS iNCLUDING THE 1. Plate and wall penetrations b plumbingand electrical ❑ Seal bottom plate of exterior walls with caulk or sill A PERMANENT CERTIFICATE SHALL BE UNCONDITIONED SPACES SUCII AS ATTICS&CRAWL SPACES COPYRIGHT. THE OWNER SHALL BE PERMITTED TO RETAIN P Y COMPLETED BY THE BUILDER OR APPROVED SHALL BE WEATHER-STRIPPED&INSULATED TO A LEVEL COPIES OF THE ENGINEERS FOR DRAWINGS,SPECIFICATIONS AND OT}TER DOCUMENTS FOR INFORMATION AND REFERENCE IN 2. Tub/shower on outside or attic wall l ' Seal; seal inside edge w"rth caulk after wa'!s are up. PARTY AND POSTED ON A WALL IN THE SPACE EQUIVALENT TO THE INSULATION ON THE SURROUNDING CONNECTION WiTH THE OWNERS USE AND OCCUPANCY OF THE 3. Window,and door rough openings Window rough opening ❑ Seal band joist area with caulk. spray foam, or WHERE TIIE FURNACE IS LOCATED,A UTILITY SURFACES.ACCESS THAT PREVENTS DAMAGING OR PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 4. Airtight, IC-rated recessed lights and electrical fixtures ROOM OR AN APPROVED LOCATION INSIDE THE COMPRESSING THE INSULATION SHALL BE PROVIDED TO ALL OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR gasketing between top plate and band joist, and BUILDING.WHERE LOCATED ON AN OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THiS PROJECT exposed to attic __ * EQUIPMENT.WHERE LOOSE-FILL INSULATION IS INSTALLED, OR FOR COMPLETION OF THiS PROJECT FOR OTHERS WITHOUT 5. Exterior wall exhaust fan terminations Seal airtight IC-rated be.o,een band joist and Subfloor. ELECTRICAL PANEL,Ti IE CERTIFICATE SHALL A WOOD-FRAMED OR EQUIVALENT BAFFLE OR RETAINER WRITTEN CONSENT FROM ENGINEER. recessed light fixtures �\. NOT COVER OR OBSTRUCT THE VISIBILITY OF SHALL BE INSTALLED TO PREVENT THE LOOSE-FILL, 6. Ceiling mounted bath fans, speakers, etc. to drywall �, \ ❑ For bath tubs On outside walls, insulate the exterior THE CIRCUIT DIRECTORY LABEL,SERVICE INSULATION FROM SPILLING INTO THE LIVING SPACE WHEN ( 61� Attic-side air barrier 7. Bottom plate and top plate --, wall and air-seat behind tub Wth sheet goods before DISCONNECT LABEL OR OTHER REQUIRED THE ATTIC ACCESS IS OPENED.THE BAFFLE OR RETAINER ` (recommended)-OSl3, 8. Seams between rigid exterior sheathing �`.' tub is installed. After the drain is installed, Seal the LABELS.THE CERTIFICATE SHALL LIST THE SHALL PROVIDE A PERMANENT MEANS OF MAINTAINING THE Insulate and install i�' foil-tared sheathing, PREDOMINANT R-VALUES OF INSULATION 9. Band area between floors,conditioned space and attic sheet material R-19 X ` housewrap,etc. tub drain penetration with rigid foam insulation and INSTALLED R-VALUE OF THE LOOSE-FILL INSULATION. 10. Garden tub on exterior wall behind bathtub insulation �i � INSTALLED IN OR ON CEILING/ROOF,WALLS, ® THOMAS D. REILLY P.E. spray foam. FOUNDATION&DUCTS OUTSIDE CONDITIONED 11. Mechanic^alequipment and ductwork chases in (required) s ra N1]03.1 (R403.1)cONTROLS-MANDATORY SPACES;U-FACTORS FOR FENESTRATION AND 4 BEZEL LANE attics,crawls aces � ❑ For dropped soffit cabinets and Sh06'defS, use Sheet AT LEAST ONE THERMOSTAT SHALL BE p Insulated exterior wall THE SOLAR HEAT GAIN COEFFICIENT(SHGC)OF PROVIDED FOR EACH SEPARATE SMITHTOWN NY 11787 Seal plumbing \ , 12, Ceilin /crawls ace electrical boxes �� �- r- material and sealant to stop air leakage from attic FENESTRATION,AND THE RESULTS FROM ANY 9 P I][] penetrations HEATING AND COOLING SYSTEM 13. Ceiling/crawlspace HVAC boots I ,r` a`, / into soffirt and then insulate. Alternately, frame and REQUIRED DUCT SYSTEM AND BUILDING N1103.1.1 (R403.1)PROGRAMMABLE THERMOSTAT PHONE(631)724.5740 w yam, ENVELOPE AIR LEAKAGE TESTING DONE ON EMAiL:TDRPE TDRPE.COM 14. Shower and tub drain line install dry,Yall for the scfft area after the taped THE THERMOSTAT CONTROLLING THE PRIMARY THE BUILDING.WHERE THERE IS MORE THAN HEATING OR COOLING SYSTEM OF THE DWELLING 15. Fireplace ceiling drywall is instilled. ONE VALUE FOR EACH COMPONENT,TIIE UNIT SHALL BE CAPABLE OF CONTROLLING THE inserts Window t. 16, Attic kneewall doors le sealed -- �' CERTIFICATE SHALL LIST THE VALUE �_ ❑ Seal windows and exterior doors tivlth backer rod and HEATING AND COOLING SYSTEM ON A DAILY 17. Joist cavities under attic kneewalls into rough p s ' ' COVERING THE LARGEST AREA.THE SCHEDULE TO MAINTAIN DIFFERENT TEMPERATURE opening A' tY / -' Cc1uCk or spray foam. Be Cauti011S USing SpfSy foa'Tt CERTIFICATE SHALL LIST THE TYPF,S AND NOTES: I& Transition between ceiling heights using / -" ~ EFFICIENCIES OF HEATING,COOLING AND SET POINTS AT DIFFERENT TIMES OF THE DAY.THIS as it can expand and pinch jambs and may void THERMOSTAT SHALL INCLUDE THE CAPABILITY TO (e.g., 10'to 8') backer rod some window warranties. SERVICE WATER HEATING ROOM HEATER, ERE SET BACK OR TEMPORARILY OPERATE THE SYSTEM TO 19. Attic scuttle hole � A GAS-FIRED UNVENTED ROOM HEATER, 20. Attic pull stairs ELECTRIC FURNACE,OR BASEBOARD ELECTRIC MAINTAIN ZONE TEMPERATURE DOWN TO 550F OR UP p Ladder �, Blocking-fit in joist ❑ Seal all electrical wire,plumbing,and HVAC TO 85°F.THE THERMOSTAT SHALL INITIALLY BE 21. Wall penetrations of mechanical combustion Twill cavity,caulked or foamed penetrations betiveen any conditioned and HEATERRFI IS INSTALLED IN THE RESIDENCE,THE PROGRAMMED BY THE MANUFACTURER WITH A closets CERTIFICATE SHALL LIST"GAS-FIRED HEATING TEMPERATURE SET POINT NO HIGHER THAN Use backer rod or spray foam(appropriate for unconditioned spaces. UNVENTED ROOM}LATER","ELECTRIC 22. Thresholds at mechanical windows)to fill gaps between window1door and FURNACE"OR"BASEBOARD ELECTRIC HEATER" 70OF AND A COOLING TEMPERATURE SET POINT NO combustion closet doors AS APPROPRIATE.AN EFFICIENCY SHALL NOT LOWER THAN 78'F. 23. Band joust exposed to 5ubfloar a rough opening After drywall BE LiSTED FOR GAS-FIRED UNVENTED ROOM N1103.3.3(R403.3.3)DUCT TESTING(MANDATORY) '..� exterior Seat gap between ❑ Seal electrical switch and outlet boxes to drywall HEATERS,ELECTRIC FURNACES OR ELECTRIC DUCTS SHALL BE PRESSURE TESTED TO 24. Band area exposed to electrical box and ' Caulk BASEBOARD HEATERS. DETERMINE AIR LEAKAGE BY ONE OF THE unconditioned space drywall � Wall cross-section with Caulk. FOLLOWING METHODS: (such as basement or N1101.10.1.1 (R303.L1.1)BT,OWN-IN OR SPRAYED ROOF 1.ROUGH-IN TEST:TOTAL LEAKAGE SHALL BE -_ ❑ Seal light fixture boxes to drywall with caulk or MEASURED WITH A PRESSURE DIFFERENTIAL OF garage) Attic �..� &CEILING INSULATION: 0.1 INCH W.G.(25Pa)ACROSS THE SYSTEM, Adhesive or �, foam. 25. Exterior wall ventilation RaN r THE THICKNESS OF BLOWN-IN or SPRAY FOAM caulk Floor joist CELLULOSE INSULATION SHALL BE WRITTEN IN INCLUDING THE MANUFACTURER'S AIR HANDLER penetrations for �� � baffle ❑ Seal bath and kitchen ventilation fans to d p- ,;T� rywalf with INCHES ON MARKERS THAT ARE INSTALLED AT NOT ENCLOSURE INSTALLED AT THE TIME OF ALL BE TAPED OR THE refrigeration lines. Exterior penetrations ��� Caulk Or foam. LESS THAN ONE FOR EVERY 300 SQ.FT.THROUGHOUT OTHERWISE SEALED DURING THE TEST. condensate line, etc. THE ATTIC SPACE.THE MARKERS SHALL BE AFFIXED 2 OTHERWISE SrAL TI DURING TEST:TOTAL LEAKAGE Caulk exterior wall penetrations for ❑ Seal all duct boots to floor or drywall with caulk, TO THE TRUSSES OR JOISTS&MARKED WITH THE ((I refrigeration lines,condensate line,etc. foam, Or mastic. MINIMUM INITIAL INSTALLED THICKNESS WITH SHALL BE MEASURED WITH A PRESSURE NUMBERS NOT LESS THAN 1"IN I IEIGHT.THE DIFFERENTIAL OF 0.1 INCH W.G.(25Pa)ACROSS TIIE Glue drywa I to \ ; ❑ Seal any plumbing penetration through drywall with THICKNESS&INSTALLED R-VALUE OF SPRAYED ENTIRE SYSTEM,INCLUDING THE top and battcm � MANUFACTURERS AIR HANDLER ENCLOSURE. plates caulk or foam. POLYURETHANE FOAM INSULATION SHALL BE REGISTERS SHALL BE TAPED OR OTHERWISE INDICATED ON THE CERTIFICATION PROVIDED BY EXCEPTION:A DUCT AIR LEAKAGE TEST SHALL THE INSULATION INSTALLER. SEALED DURING THE TEST. ❑ If not done before drywall, seal tub drain penetration ' - Soffit vent (from crawlspace side) with plywood or rigid board NOT BE REQUIRED WHERE THE DUCTS AND AiR Seal wiringand plumbing Caulk bottom late Nl 102.2.1(R402.2.1)CEILINGS WITH ATTIC SPACES: P 9 P HANDLERS ARE LOCATED ENTIRELY WITHIN THE � insulation and caulk or foam. WHERE SECTION N1102.1.2 REQUIRES R-49 penetrations `� to sub,loon ---___ �- INSULATION IN THE CEILING,INSTALLING R-38 BUILDING THERMAL ENVELOPE. j ❑ Seal gaps at whole house fan with spray foam Or INSULATION OVER 100%OF THE CEILING AREA A WRITTEN REPORT OF THE RESULTS OF THE TEST ' Caulk band joist SHALL BE SIGNED BY THE PARTY CONDUCTING AIM y � housewrap tape (ensure louvers .function properly) REQUIRING INSULATION SI-TALL SATISFY THE to subfloor and plates -_- REQUIREMENT FOR R-49 INSULATION THE TEST AND PROVIDED TO THE CODE OFFICIAL. ❑ Fabricate whole house fan cover from rigid foam WHEREVER THE FULL HEIGHT OF CLIENT APPROVALS . UNCOMPRESSED R-38 INSULATION EXTENDS N1103.3.5(R403.3.5)BUILDING insulation and contact paper; attach with Velcro CAVITIES:(MANDATORY) APPROVED BY: DATE: TABLE R4t12.4.1.1 G!ue drywa!I to top OVER THE WALL TOP PLATE AT THE EAVES. Tape or or wood frame bolted to ceiling. Or, if attic BUILDING FRAMING CAVITIES SHALL 1 ISSUED FOR REVIEW 9/17/2024 AIR FLABBIER AND INSULATION IhE STALLATfON3 IN'SU ATION INSTALLATION plate caulk exterior access is easy, build a cover from rigid foam or N1102.2.3(R402.2.3)EAVE BAFFLE: NOT BE USED AS DUCTS OR PLENUMS. - ---- - COMPONENT AiR BARRIER CRITERIA CRITERIA caulk g FOR AIR-PERMEABLE INSULATION IN VENTED 2 ISSUED FOR REVIEW 9/19/2024 INSULATt©NIN STALLAT-10N - shea,-,ing COMPONENT AiR BA RRiERCRITERiA CRITERIA installatFen re3dlly conforms to rile duct board which is placed over the fan from the ATTICS,A BAFFLE SIIALL BE INSTALLED ADJACENT N1103.4.1 (R403.4.1)PROTECTION OF PIPING INSULATION: available cavity Space �, Glue drywall to seams attic side, TO SOFFIT AND SAVE VENTS.BAFFLES SHALL PIPING INSULATION EXPOSED TO WEATHER SHALL BE 3 useds a seq ble insulation shall not be Air sealing sha'I bete provided be! Been the boflorn plate,caulk MAINTAIN AN OPENING EQUAL OR GREATER THAN PROTECTED FROM DAMAGE,INCLUDING THAT CAUSED BY 4 used 2s a sEah^g material lns'sl bon Garage=epara#ion ara^Q and corid!'ioned_5 aces bottom ate to SUNLIGHT,MOISTURE,EQUIPMENT MAINTENANCE AND ;� a, o. ,�,� installed in a cavity mull unlrormly'fill - -_-..: .__.._._ p' ❑ For attic hatches, insulate top of board with at least THE SIZE OF THE VENT.THE BAFFLE SHALL EXTEND Q Jt can':nitaals a.. bard ,_h�.l b 1ns.aL, 4, s. A , Recessed lioht fi:ture� pene`ra,ing the Recessed li^lit fix#ures penetrafing the /�/ subfloor ^'�� OVER THE TOP OF THE ATTIC INSULATION.THE WIND,AND SHALL PROVIDE SHIELDING FROM SOLAR 5 r each cavity side-to-side and top-.o a a P o 1_ C .r y 0 s two inches of rigid foam insulation or fiberglass Batt; RADIATION THAT CAN CAUSE DEGRADATION OF THE in the bul,ding envelope. j � li Recessed lighting building tNnnn. a]envelope shall be sea ed l::lil,.l ,thermalenvelope I all be air ��- BAFFLE SHALL BE PERMITTED TO BE ANY SOLID t+ot:orra,w, 1�out_abater,al saps ar ,. n F seal with weatherstri in MATERIAL.ADHESIVE,TAPE SHALL NOT BE PERMITTED. 6 voids around obstruction:,and sha'!to to t*te a.r tanner tight a„d IC ra_ed_ ^ , :>�� r 1 r 1 y r - pp g. Use these same steps MATERIAL. 1-he exterior therma-1 enve'.ape shag! �A n In extanorwalls, tat"ins0s'ion shallt � for short and full-size attic kneewall access doors 7 General requirements tat t ,, r � split o, fi:ed tightly around~,sing and � Sill gasket or double•bead of cauk �=,-` N1102.4(R402.4)AIR LEAKAGE(MANDATORY)t:on.nfit a CDn,.`nU 115 ai, ba,rier_ ta`:taAr penetrations In the ca+dt�'. tzet ctt neat y to fit around,�.iring and -' N1103.3.2(R403.3.3)SEALING:(MANDATORY) G a, , P t U l .� J Jt ,k:. and include a tight latch. DUCTS,AIR HANDLERS&FILTER BOXES SHALL BE SEALED. 8 I3reaw or jruints in the air baFrisr sh:fl be more than 2 percent of the total Pl:imbing and 1°rring b�`umbMa or insulation,that on -�- �� �- THE BUILDING THERMAL ENVELOPE SHALL BE t^ a ems, �l installation rcadC conforms to CONSTRUCTED TO LIMIT AiR LEAKAGE iN JOINTS&SEAMS SHALL COMPLY WITH SECTION M 1601.4.1. a.-u,.,+all to compressed y ❑ For attic pull down stairs, use rigid foam cover kit; 9 sealed. a'�aIIaG!a stiace or d s?nal`e:=tan3 ACCORDANCE WITH THE REQUIREMENTS OF t?e1o,^,the thickness required to attGln make stairs airtight using latch bolts and SECTIONS N1102.4.1 THROUGH N1102.4.5 N1104.1 (R404.1)LIGHTING EQUIPMENT:(MANDATORY) � „� to � ,� � , ,,. behind piping and,',�irir - 0 1 tI7_ 1. �e {�-lr�lll_ or Z °1:� 1 t`c, b. A pp g NOT LESS THAN 90%OF THE PERMANENTLY INSTALLED c The air barrr?r ins#aped ct ef.aerl0f 4"?art; weatherstripping. acids in the in-ulation Extericr','ralls adjacent to showers and LIGHTING FIXTURES SHALL CONTAIN ONLY 11 ., Sh".�v;er,+tub on exterior wall adjacent to sho':,ters and trlh_shall ,� NI102.4.2(R402.4.2)FIREPLACES: The air barrier to any dropped ce0ing or Subs stall be insulate Airseal exterior NEW WOOD BURNING FIREPLACES SHALL HIGH-EFFICIANCY LAMPS. soffit shett be aliryrsed wr'h the in-ulation sl=l�arare the v<<a!I from the shower or tub and any gaps in the barrier steal!be The air barriarshaF be insta':led beta,nd HAVE TIGHT-FITTING FLUE DAMPERS OR The insulation in sn'' drvyped t o !e =1 nr communication e ❑ Seal all exterior penetrations, such as porch light DOORS&OUTDOOR COMBUSTION AIR. Heated. / Elee noel ptlan„ tee-,or, e,Pctric-. , ,d cDtrmuri,,,.t�n fi�ox.., 3 Ceiling?attic ce4ing`sofit shall be aligned vi'llh trio exterior 11rarls Alternatively,air-sealed bc'Kes shall be fixtures, phone, security, cable and electric service WHERE USING TIGHT-FITTING DOORS ON v st air barrier. installed holes, with caulk or spray foam. FACTORY-BUILT FIREPLACES LISTED& 1 ImeeAccess DYersinas,drDndo..'n .,a rs or LABELED IN ACCORDANCE WITH UL127, Imee>nrall dears to uncanditionFd ttiG HVAC s Jpp!y and retllrrt register boots ❑ Repair or replace an missing sheathing. THE DOORS SHALL BE TESTED&LISTED spaces sha!i be sealsd � that penetrate bu'Id"ng thermal envelope P P Y g g - HVAC register boots shall be sealed to the s'a'Iloor,v,alf FOR THE,FIREPLACE. 1 Cavities,:�sinirt corners and headers of If installing housewrap: covering or celM er,e'ra'ed by the tool.frame~';ells shall be insu°a#ed byN1102.4.5(R402.4.5)RECESSED LIGHTING Fhe junction c`:the foundallon Gad sl(1 complelety filling the cavity with a :'here requ;red to be sealed,concea!ed ❑ Seal to and bottom edges past the plates with ISSUE :- plate shall be sealed' ma`a: a1 ta0r,;a lhermal resistance. fire spe rilders shall only be sealed it = p . P RECESSED LUMINARIES INSTALLED IN THE housewrap tape or caulk. BUILDING THERMAL ENVELOPE S}iALL BE SEALED REVISIONS & DRAWING ISSUE R-value, of no`less than per R-3 p inch_ mariner t`na':is recommended by the TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED l",tall: -Fhe junction of the top plate and the ton of ._ Concepled spdnHers manufacturer- Caull1ng or other ac'hj,awe ❑ Seal housewrap at windows and doors. AND UNCONDITIONED SPACES.ALL RECESSED 1 ISSUED TO G.C. 9/27/2024 extvriorl„ails shall be sealed. Exterior thermal envelope insulation for seafarlt�shall not be Used to fill voids LUMINARIES SHALL BE IC-RATED AND LABELED AS 2 ISSUED TO BLDG.DEPT. 10/3/2024 P� bets�,een fides r�n'�.'ler to;rer Fetes nrd ❑ Minimize cuts in housewrap and caulk or tape to framed,':a!'.s shalt to irs'.a`l d in pr P HAVING AN AIR LEAKAGE RATE NOT MORE THAN I{nee s';rails Ste&`I be sealed walls or Cpilln g _ _ _ seal all penetrations. 3 subsfantia€contact and t:o^"ruou; _..___ 2.0 CFM WHEN TESTED IN ACCORDANCE WITH a!i 3. h5D=t::n of log FYa;s sh=:._m a'_G="d_zrce IV_tie T:^ ­-Sc Cc d:: ❑ d I with caulk _ ��!gnmerlt a�rlaz the air banner. _ - - - - - - Overlap seams an sea wi a cau or TM E283 AT A 1.57 PSF(75Pa)PRESSURE 4 The bek�e ,.¢G fromg and s,:.ii '�ts. DIFFERENTIAL.ALL RECESSED LUMINARIES SHALL %-1Andcv,s,skyllghts and docr_ and the jprnts l�v indov.s and doors, sha!l housewrap tape. BE SEALED WIT]I A GASKET OR CAULK BETWEEN 5 be sealed ❑ If not using housewrap, seal all sheathing seams THE HOUSING AND TIIE INTERIOR WALL OR ------- --- --'-- - - - 6 Rim joists shall be insulated by with housewrap tape or caulk. CEILING COVERING. Rim joist: Rim joists shall include°re air barrier. comple`ely filling t'a cavay,rilt l a 7 ma tidal having a thermal res"stancs. _E'-value. of not less than R-3 per i`•ich._ 8 Floor frarning cavity insulation shall be 9 installed to mairF=`n permanent contact Faith the underside of subfloor decking Atternatively. floor frarring cavity FIDQrS including cantilevered The air barrier shLnIl bs insta`Ied at vy insu!attar Shall bra in cer1a"`M,'h the floors and floors above , � �-, � F t top side of sheathing. or cer,'.rtuous 1 1 �.xpo_ed e.�4,�of in-u,a Ion. garages insulation Installed or±the underside of flo•^r framing.and stlall extend from the 3 bot`om to the top of all penm=:'nr floor framing members. i &Po.ed earth to unvented cr3,'ri spaces Cra,:->f sfaare irsutation. Where pro,^ded Cravd space walls .;hall be covered girth a Class I vapor instead of floor insulation,sha'I be r'1?tarder try':ih Dverlc�f?j71n�j0_nt^-t pied erTT arF'1�attached to the iFWIS PROJECT TITLE: DONARGO RESIDENCE (just sha=ts ut;iry penetrations,and fue ENGINEER SEAL: DATE: 9/17/2024 Shafts, penelr=tons sha opening to e:=tenor or uncorditioned =;p ce shall be sealed- _ . __. SCALE: AS NOTED -62tts to be Instal€ed in narrow cavities DRAWN BY: D.G. Narro,,v Gav!.a3 shall be cut to fi:or n3rfo%v cavi'..'eS CHECKED BY: T.D.R. $hall be fifled with lnsula',ion that or. DRAWING NO: n _ 7, rEC- 1 je. � re^"*'ti DRAWING TITLE: ENERGY CODE NOTES & AIR SEALING DETAIL [ DONARGO RESIDENCE I\T W YORK RESt 3CODE Ni DENTICOMPLIA:: E SHT ®DONARGO RESIDENCE " AL450 HAYWATERS ROAD NOTE: THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS ARE RESPONSIBLE TO .08 HEIGHT ABOVE FINISHED GRADE (R404.1.6) .16 MASONRY FIREPLACE CLEARANCES (R1001.11) CUTCHOGUE,NY 11935 CONCRETE AND MASONRY FOUNDATION WALLS SHALL EXTEND ABOVE THE TABLE R602.3 (1) FASTENING SCHEDULE SECTION: 11 I BLOCK:2 LOT:2 CONTRUCT THIS PROJECT IN STRICT ACCORDANCE WITH THESE CRITERIA UNLESS MORE ALL WOOD BEAMS, JOISTS, STUDS AND OTHER COMBUSTIBLE MATERIAL TOWN OF SOUTHOLD RESTRICTIVE CRITERIA ARE PROVIDED BY A COMPLETION SPECIFICATIONS MANUAL. FINISHED GRADE ADJACENT TO THE FOUNDATION AT ALL POINTS A MINIMUM SHALL HAVE A CLEARANCE OF NOT LESS THAT 2 INCHES FROM THE FRONT OF 4 INCHES WHERE MASONRY VENEER IS USED AND A MINIMUM OF 6 INCHES FACES AND SIDES OF MASONRY FIREPLACES AND NOT LESS THAN 4 INCHES SUFFOLK COUNTY ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION NOTE: THE GENERAL CONTRACTOR& INDEPENDENT CONTRACTORS ARE RESPONSIBLE FOR THEIR OWN MEANS OF SAFETY PROCEDURES AS WELL AS SITE SAFETY. G.C. TO PROVIDE RISK ELSEWHERE. FROM THE BACK FACES OF MASONRY FIREPLACES THE AIR SPACE SHALL NOT ROOF 09 BACKFILL PLACEMENT (R404.1.7) BE FILLED EXCEPT TO PROVIDE FIRE BLOCKING IN ACCORDANCE WITH 1 THE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS MANAGEMENT STRATEGY& IMPLEMENTATION FOR ALL TRADES TO MAINTAIN THE SAFETY 4-8d BOX (2/ x0.113 ) or PREPARED BY THE ENGINEER FOR THIS PROJECT ARE BACKFILL SHALL NOT BE PLACED AGAINST THE FOUNDATION WALL FOR A MIN. SECTION R1001.12. BLOCKING BETWEEN CEILING JOISTS t INSTRUMENTS OF THE ENGINEERS SERVICE FOR USE SOLELY FOR ALL SUBCONTRACTORS WORK. 1 3-8d COMMON (2/2 x0.131 ) or TOE NAIL WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE OF 7 DAYS IT HAS BEEN ANCHORED TO THE FLOOR ABOVE, OR HAS BEEN EXCEPTIONS: OR RAFTERS TO TOP PLATE 3-1 Od BOX (3"xO.128") or PROVIDED THE ENGINEER SHALL BE DEEMED THE AUTHOR OF .02 FRAMING AND CONSTRUCTION DESIGN CRITERIA SUFFICIENTLY BRACED TO PREVENT DAMAGE BY THE BACKFILL. 1. MASONRY FIREPLACES LISTED AND LABELED FOR USE IN CONTACT WITH THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, 3-3"X0.131" NAILS STATUTORY AND OTHER RESERVED RIGHTS INCLUDING THE THIS PROJECT IS IN A REGION WHERE BASIC WIND SPEEDS EQUAL OR EXCEED A 0 CRAWL SPACE VENTILATION (R408.2) COMBUSTIBLES IN ACCORDANCE WITH UL 127 AND INSTALLED IN COPYRIGHT, THE OWNER SHALL BE PERMITTED TO RETAIN 1 t� n COPIES OF THE ENGINEERS DRAWINGS,SPECIFICATIONS AND 130 MILES PER HOUR AND IT HAS BEEN DESIGNED IN ACCORDANCE WITH THE NEW PORK ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION 4-8d BOX (2/ x0.113 ) or OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN UNLESS OTHERWISE INDICATED ON THE CONSTRUCTION DRAWINGS, THE MINIMUM STATE 2020 RESIDENTIAL. CODE INSTRUCTIONS ARE PERMITTED TO HAVE COMBUSTIBLE MATERIAL IN 3-8d COMMON 2%2"x0.131" or CONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAT 1 SQUARE FOOT FOR 2 CEILING JOISTS TO TOP PLATE ( p ) PER JOIST, TOENAIL PROJECT. THE ENGINEERS DRAWINGS,SPECIFICATIONS AND CONTACT WITH THEIR EXTERIOR SURFACES. 3-1 Od BOX 3"x0.120" or OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR .03MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS IN POUNDS PER SQUARE FOOT EACH 150 SQUARE FEET OF UNDER FLOOR SPACE AREA. ONE SUCH VENTILATING ( ) OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT TABLE R301.5 OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. VENTILATION 2. WHEN MASONRY FIREPLACES ARE PART OF MASONRY OR CONCRETE 3-3"x0.131" NAILS OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT USE LIVE LOAD OPENINGS SHALL BE COVERED FOR THEIR HEIGHT AND WIDTH WITH ANY OF THE WALLS, COMBUSTIBLE MATERIALS SHALL NOT BE IN CONTACT WITH THE CEILING JOISTS NOT ATTACHED 4-10d BOX (3"xO.128") or WRITTEN CONSENT FROM ENGINEER. g FOLLOWING MATERIALS PROVIDED THAT THE LEAST DIMENSION OF THE COVERING MASONRY OR CONCRETE WALLS LESS THAN 12 INCHES FROM THE INSIDE 3 TO PARALLEL RAFTER, 3-16d COMMON (3/ x0.162 ) or FACE NAIL Uninhabitable Attics without stora i- ]0 1 " n Uninhabitable Attics with limited storageb,g 20 SHALL NOT EXCEED '/4 INCH. WHERE A SPECIFIC VENT HAS NOT BEEN SPECIFIED THE SURFACE OF THE NEAREST FIREBOX LINING. Habitable attics&attics served w/fixed stairs 30 ( LAPS OVER PARTITIONS 4-3"x0.131" NAILS Balconies(exterior)and deckse 40 USE OF ANY OF THE FOLLOWING IS PERMITTED) . 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING Fire escapes d 40 h .1 PERFORATED SHEET METAL PLATES NOT LESS THAT 0.070-INCH THICK. MATERIALS SUCH AS WOOD SIDING, FLOORING AND DRYWALL SHALL BE 4 CEILING JOISTS ATTACHED TO TABLE R802.5.2 FACE NAIL 4' THOMAS D. REILLY P.E. Guards and handrails 200 PERMITTED TO ABUT THE MASONRY FIREPLACE SIDE WALLS AND PARALLEL RAFTER HEEL JOINT Guard in-fill components f 50h .2 EXPANDED SHEET METAL PLATES NOT LESS THAT 0.047-INCH THICK. RAFTER(HEEL 4 BEZEL LANE Passenger vehicle garages 50a HEARTH EXTENSION IN ACCORDANCE WITH FIGURE R1001.11 PROVIDED " i� .3 CAST IRON GRILLS OR GRATING. - 4-1 Od BOX (3 x0.128 ) or sMtTHTOWN,NY 11787 Rooms other then sleeping rooms 40 SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS THAN 12 INCHES COLLAR TIE TO RAFTER, FACE NAIL or FACE NAIL PHONE Sleeping rooms p g 30 .4 EXTRUDED LOAD-BEARING BRICK VENTS. ., 5 1 If 3-lOd COMMON (3"x0.148") or (63l)724.5740 p g c 5 HARDWARE CLOTH OF 0.035-INCH WIRE OR HEAVIER FROM THE INSIDE SURFACE OF THE NEAREST FIREBOX LINING. 1/4x20 GAUGE RIDGE STRAP TO RAFTER 4-3"x0.131" NAILS EACH RAFTER EMAIL:TDRPE@TDRPE.COM Stairs 40 4. EXPOSED COMBUSTIBLE MANTELS OR TRIM MAY BE PLACED DIRECTLY 6 CORROSION-RESISTANT WIRE MESH, W/THE LEAST DIMENSION BEING 1/8 INCH. ON THE MASONRY FIREPLACE FRONT SURROUNDING THE FIREPLACE 3-16d BOX 3%2"xO.135" or 2 TOE NAILS ON ONE ROOF SNOW LOAD ** 14 PSF ( ) * REFER TO CODE MANUAL FOR ADDITIONAL CRITERIA EXCEPTIONS: OPENING, PROVIDED SUCH COMBUSTIBLE MATERIALS SHALL NOT BE 3-1 Od COMMON (3"x0.148") or SIDE & 1 TOE NAIL ON 1. THE TOTAL AREA OF VENTILATION OPENINGS MAY BE REDUCED TO 111,500 OF 6 RAFTER or ROOF TRUSS TO PLATE „ NOTES: PLACED WITHIN 6 INCHES OF A FIREPLACE OPENING. COMBUSTIBLE 4-1 OD BOX 3 X0.128 or OPPOSITE SIDE OF EACH ** CONVERSION OF GROUND SNOW LOAD ALLOWED WITH PROVISIONS OF ASCE 7 THE UNDER-FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH AN MATERIAL WITHIN 12 INCHES OF THE FIREPLACE OPENING SHALL NOT 4-3 IV.131" NAILS RAFTER OR TRUSS 04 PRESUMPTIVE LOAD BEARING VALUES OF FOUNDATION MATERIALS APPROVED CLASS I VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS PROJECT MORE THAN 1/8 INCH FOR EACH I-INCH DISTANCE FROM SUCH 1 " TABLE R401.4.1 ARE PLACED SO AS TO PROVIDE CROSS-VENTILATION OF THE SPACE. THE AN OPENING. 4-16d CO x0.135 ) or LOAD-BEARING PRESSURE INSTALLATION OF OPERABLE LOUVERS SHALL NOT BE PROHIBITED. 3-lOd COMMON (3"x0.148") or CLASS OF MATERIAL (pounds per square foot) 1.ENERGY CONSERVATION COMPLIANCE (N1101) CHAPTER 11 4-lOD BOX 3"X0.128" or TOE NAIL COMPLIANCE WITH THE NEW YORK STATE ENERGY CONSERVATION ROOF RAFTERS TO RIDGE, ( ) sta ine bedrock 12,000 .l 1 UNVENTED CRAWL SPACE (R408.3) VALLEY OR HIP RAFTERS OR 4-3"x0.131" NAILS SedimentaryVENTILIATION OPENINGS IN UNDER-FLOOR SPACES SPECIFIED IN SECTION R408.1 and foliated rock 4,000 CONSTRUCTION CODE HAS BEEN DETERMINED BY THE USE OF THE 7 1 „ Sandy grave and/or grave APPROVED D.O.E. SOFTWARE PROGRAM "RESCHECK" OR TRESCRIPTIVE ROOF RAFTER TO MINIMUM 3-16d (3/2 xO.135 ) or 3 000 AND R408.2 SHALL NOT BE REQUIRED WHERE: GW and GP METHOD' USING TABLE NI 102.1.2(R402.1.2) 2" RIDGE BEAM 2-16d COMMON (3%2"xO.162") or an , Si ty san , c ayey San , silty grave an 1. EXPOSED EARTH IS COVERED WITH A CONTINUOUS CLASS I VAPOR RETARDER. 3-1 Od BOX 3"X0.128" or END NAIL clayey gravel 2,000 JOINTS OF THE VAPOR RETARDER SHALL OVERLAP BY 6 INCHES AND SHALL BE 2• N1101.14(R401.3) CERTIFICATE MANDATORY ( ) SW SP SM SC GM and GC SEALED OR TAPED. THE EDGES OF THE VAPOR RETARDER SHALL EXTEND AT A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR 3-3"x0.131" NAILS Clay, sandy clay, silty clay, clayey silt,silt and 1,SOOb LEAST 6 INCHES UP THE STEM WALL AND SHALL BE ATTACHED AND SEALED TO OTHER APPROVED PARTY& POSTED ON A WALL IN THE SPACE WHERE THE WALL sandy silt FURNACE IS LOCATED A UTILITY ROOM OR AN APPROVED LOCATION INSIDE 1 ,� (Cl, ML, M-I and CH) THE STEM WALL OR INSULATION THE BUILDING. WHERE LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE STUD TO STUD 16d (3/2 x0.162 ) 24 O.C. FACE NAIL For SI: I pound per square foot= 0.0479 kPa 2. ONE OF THE FOLLOWING IS PROVIDED FOR THE UNDER-FLOOR SPACE: SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF TH 8 1 Od BOX (3"x0.128") or a. Where soil tests are required by section R401.4, the allowable bearing capacities NOTE: SEE OPTIONS IN NYSRC 2020 (PAGE 121) E CIRCUIT DIRECTORY (NOT AT BRACED WALL PANELS) 16 O.C. FACE NAIL of the soil shall be part of the recommendations. LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE 3"xO.131" NAILS b. Where the building official determines that in-place soils with an allowable .12 CRAWL SPACE ACCESS (R408.4) CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION t " bearingcapacity of less than 1 500 sf are likely to be resent at the site the STUD TO STUD & ABUTTING STUDS @ 16d BOX (3/2 x0.135 ) or p p y ACCESS SHALL BE PROVIDED TO ALL UNDER-FLOOR SPACES. ACCESS OPENINGS INSTALLED IN OR ON CFILING/ROOF, WALLS, FOUNDATION& DUCTS OUTSIDE 9 INTERSECTING WALL CORNERS AT 3 IV.131" NAILS 12 O.C. FACE NAIL allowable bearing capacity shall be determined by a soils investigation. THROUGH THE FLOOR SHALL BE A MINIMUM OF 18 INCHES BY 24 INCHES. CONDITIONED SPACES; U-FACTORS FOR FENESTRATION& THE SOLAR HEAT � ( .05 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16 INCHES BY GAIN COEFFICIENT (SHGC) OF FENESTRATION& THE RESULTS FROM ANY BRACED WALL PANELS) 16d COMMON (3%2"x0.162") 16" O.C. FACE NAIL TABLE R402.2 24 INCHES. WHERE ANY PORTION OF THE THROUGH-WALL ACCESS IS BELOW REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING 16" O.C. EACH EDGE a (f'c) GRADE AN AREAWAY NOT LESS THAN 16 INCHES BY 24 INCHES SHALL BE DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH BUILT-UP HEADER (2" TO 2" 16d COMMON (3%"x0.162") MINIMUM COMPRESSIVE STRENGTH � 10 FACE NAIL TYPE OR LOCATIONS OF CONCRETE Weathering potential PROVIDED. THE BOTTOM OF THE AREAWAY SHALL BE BELOW THE TRESH-OLD OF COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE HEADER WITH%" SPACER) 16d BOX (3%2"xO.135") 12" O.C. EACH EDGE CONSTRUCTION Severe THE ACCESS OPENING. THROUGH WALL ACCESS OPENINGS SHALL NOT BE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES FACE NAIL Basement walls, foundation and other LOCATED UNDER A DOOR TO THE RESIDENCE. SEE SECTION M1305.1.4 FOR ACCESS OF HEATING, COOLING & SERVICE WATER HEATING EQUIPMENT.WHERE A t „ 2 500 c 5-8d BOX (2/ xO.113 ) or concrete not exposed to the weather � REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED UNDER FLOORS. GAS-FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD 11 CONTINUOUS HEADER TO STUD 1 �� �� 4-8d COMMON (2/ x0.131 ) or TOE NAIL CLIENT APPROVALS Basement slabs an Interior s abs on grade, ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE TI-IE CERTIFICATE SHALL 4-lOd BOX (3 x0.128 ) 2 SOO C � „ „ APPROVED BY: DATE: except garage floor slabs .13 FIRE BLOCKING REQUIRED (R302.11) LIST "GAS-FIRED UNVENTED ROOM HEATER" "ELECTRIC FURNACE" OR 1 ISSUED B FOR REVIEW 9/1 DATE: Basement walls, foundation walls, exterior IN COMBUSTIBLE CONSTRUCTION FIRE-BLOCKING SHALL BE PROVIDED TO CUT "BASEBOARD ELECTRIC HEATER" AS APPROPRIATE. AN EFFICIENCY SHALL NOT 16d COMMON (3%"xO.162") 16" O.C. FACE NAIL 7/2024 walls and other vertical concrete work 3,000 d OFF BOTH VERTICAL & HORIZONTAL CONCEALED DRAFT OPENINGS AND TO BE LISTED FOR GAS-FIRED UNVENTED ROOM HEATERS ELECTRIC FURNACES 12 TOP PLATE TO TOP PLATE 2 ISSUED FOR REVIEW 9/19/2024 exposed to the weather 1 Od BOX (3"x0.128") or Porches, carport slabs and steps exposed FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES & BETWEEN A TOP STORY OR ELECTRIC BASEBOARD HEATERS. 3"x0.131" NAILS 12" O.C. FACE NAIL 3 to the weather and garage floor slabs 3,500 d,e,f & THE ROOF SPACE. 3. PLUMBING COMPLIANCE 4 FIRE BLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE ALL PLUMBING WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS P2501 8-16d COMMON (3%11xO.162") or FACE NAIL ON EACH SIDE 5 a. Strength at 28 days psi FOLLOWING LOCATIONS: THROUGH P3303 (CHAPTER 25) OF THE NEW YORK STATE 2020 RESIDENTIAL 13 DOUBLE TOP PLATE SPLICE 12-16d BOX (3%"x0.135") or OF END JOINT (MIN. 24" b. See table R301.2(1) for weathering potential. PLUMBING CODE. 12-10d BOX (3"0.128") or LAP SPLICE LENGTH 6 c. Concrete in these locations that may be subject to freezing and thawing during construction shall be air 1. IN CONCEALED SPACES OF STUD WALLS & PARTITIONS, INCLUDING FURRED 4. ELECTRICAL COMPLIANCE 12-3 IV.131" NAILS EACH SIDE OF END JOINT) 7 entrained concrete in accordance with footnote d. SPACES & PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: ALL ELECTRICAL WORK SHALL BE IN FULL COMPLIANCE WITH SECTIONS E3401 BOTTOM PLATE TO JOIST, RIM 16d COMMON (@"x0.162") 16" O.C. FACE NAIL s d. Concrete shall be air entrained. Total air content (percent by volume of concrete) shall not be less 1.1 VERTICALLY AT THE CEILING& FLOOR LEVELS THROUGH E4304 (CHAPTERS 34 THROUGH 43) OF NEW YORK STATE 2020 14 JOIST BAND JOIST OR BLOCKING 1 9 than 5 percent or more than 7 percent. 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET RESIDENTIAL CODE &NFPA 70-2017 16d BOX (3/2 xO.135 ) or 12" O.C. FACE NAIL e. See Section R402.2 for minimum cementitious materials content. 2. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL & HORIZONTAL (NOT AT BRACED WALL PANELS) 3 IV.131" NAILS 5. STRUCTURAL STEEL GENERAL £ For garage floors with a steel-troweled finish, reduction of the total air content(percent by volume of SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS & COVE CEILINGS. BOX BOTTOM PLATE TO JOIST, RIM 3-16d 3%"x0.135" t t .l STRUCTURAL STEEL SHALL CONFORM TO THE RISC SPECIFICATION FOR ( ) or 3 EACH 16"O.C. FACE NAIL concrete) to not less than 3 percent is permitted if the specified compressive strength of the concrete is 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP & BOTTOM OF 15 JOIST, BAND JOIST OR BLOCKING 2-16d COMMON @"x0.162" or 2 EACH 16"O.C. FACE NAIL THE DESIGN FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR ( ) increased to not less than 4,000 psi. THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7 BUILDINGS" - 13TH EDITION. (AT BRACED WALL PANEL) 4-3 IV.131" NAILS 4 EACH 16"O.C. FACE NAIL 3 .06 SLOPE FOOTINGS (R403.1.5) 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS CABLES & WIRES AT CEILINGS & -ALL PLATES AND ANGLES SHALL BE ASTM A36 4-8d BOX (2%"x0.113") or t THE TOP SURFACE OF FOOTINGS SHALL BE LEVEL. THE BOTTOM SURFACE OF FOOTINGS FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF -WIDE FLANGE BEAMS SHALL BE ASTM A992 - GRADE 50 3-16d BOX (3%11'0.135") or SHALL NOT HAVE A SLOPE EXCEEDING ONE UNIT VERTICAL IN 10 UNITS HORIZONTAL FLAME & PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR -ALL PIPE AND TUBE COLUMNS BE ASTM A500 4-8d COMMON (2%"x0.131") or TOE NAIL 1 SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. -BOLTS SHALL BE A307, 3/4" MINIMUM U.O.N. (10-PERCENT SLOPE). FOOTINGS SHALL BE STEPPED WHERE IT IS NECESSARY TO CHANGE 4-1Od BOX (3 IV.128") OR THE ELEVATION OF THE TOP SURFACE OF THE FOOTINGS OR WHERE THE SLOPE OF THE 5. FOR THE FIREBLOCKING OF CHIMNEYS & FIREPLACES, SEE SECTION R1003.19 -WELDING ELECTRODES SHALL BE CLASS E70XX. 16 TOP OR BOTTOM PLATE TO STUD 4-3"x0.131" NAILS BOTTOM SURFACE OF THE FOOTINGS WILL EXCEED ONE UNIT VERTICAL IN TEN UNITS .2 STEEL IS TO BE INSTALLED WITH ONE COAT OF SHOP APPLIED PRIMER. REVISIONS & DRAWING ISSUE 6. FIREBLOCKING OF CORNICES OF ATWO-FAMILY DWELLING IS REQUIRED 3-16d BOX (3%"x0.135") or HORIZONTAL 10 PERCENT SLOPE). 6. STRUCTURAL WOOD FRAMING CRITERIA OF THE IRC R602.10 1 ISSUED TO G.C. 9/27/2024 ( ) AT THE LINE OF DWELLING UNIT SEPARATION. 2-16d COMMON (3%2"xO.162") or 44 REINFORING BAR , 1 ALL STRUCTURAL LUMBER WAS DESIGNED USING CRITERIA FOR END NAIL 2 ISSUED TO BLDG.DEPT. 10/3/2024 18""MIN.LENGTH ��f .14 MASONRY CHIMNEY CLEARANCES (R1003.18) HEM-FIR#2 OR BETTER LUMBER. NO SUBSTITUTIONS OF LUMBER SPECIES 3-lOd BOX� NAILS(3"x0.128") OR 3 1P �,� ANY PORTION OF A MASONRY CHIMNEY LOCATED IN THE INTERIOR OF THE IS TO BE MADE WITHOUT THE DESIGNERS, CONSENT. (NOTE: IN SOME 3-3 x0.131 f`1l �f c BUILDING OR WITHIN THE EXTERIOR WALL OF THE BUILDING SHALL HAVE A LOCATIONS DIFFERENT SPECIES MAY HAVE TO BE SPECIFIED AND MUST 3-1 Od BOX (3"x0.128") or 4 TOP PLATES, LAP AT 5 MINIMUM AIR SPACE CLEARANCE TO COMBUSTIBLES OF 2 INCHES (51 MM). BE USED IN LIEU OF THE ABOVE. 17 CORNERS & INTERSECTIONS 2-16d COMMON (3%"x0.162") or FACE NAIL rr CHIMNEYS LOCATED ENTIRELY OUTSIDE THE EXTERIOR WALLS OF THE R403.1.6 FOUNDATION ANCHORAGE/ANCHOR BOLT SCHEDULE 3-3"X0.131" NAILS 6 BUILDING, INCLUDING CHIMNEYS THAT PASS THROUGH THE SOFFIT OR CORNICE, EXPOSURE B ALL WIND SPEEDS 3-8d BOX (2%2x0.113") or 7 co SHALL HAVE A MINIMUM AIR SPACE CLEARANCE OF 1 INCH(25.4 MM). THE AIR 2-8d COMMON (.1"x0.131") or s SPACE SHALL NOT BE FILLED, EXCEPT TO PROVIDE FIRE BLOCKING IN Anchor Bolt 1/2" dia. Bolts 5/8" dia Bolts Max. 18 1" BRACE TO EACH STUD & PLATE FACE NAIL Foundation 2-10d BOX 3"xO.128" or ACCORDANCE WITH SECTION R1003.19. Connection Max. Anchor Bolt Anchor Bolt ( ) Supporting 2 STAPLES 1%4" 1 EXCEPTIONS: Spacing (in.) Spacing (in.) #4 REINFORING AR 1. MASONRY CHIMNEYS EQUIPPED WITH A CHIMNEY LINING SYSTEM LISTED Sill Plate to Foundation * 3-8d BOX (2%2"x0.113") or t 36"MIN. 18"MIN.LENGTH AND LABELED FOR USE IN CHIMNEYS IN CONTACT WITH COMBUSTIBLES IN (Crawl space or 2-8d COMMON (2%"x0.131") or SCALE: (NOT TO SCALE) ACCORDANCE WITH UL 1777 AND INSTALLED IN ACCORDANCE WITH THE Basement) 1-3 Stories 31 48 19 1"x6" SHEATHING TO EACH BEARING 2-10d BOX (311'0.128") or FACE NAIL 3 NOTES: T FOOTING THICKNESS MANUFACTURER'S INSTALLATION INSTRUCTIONS ARE PERMITTED TO HAVE Wall Bottom Plate to 2 STAPLES 1" CROWN t THE MINIMUM FOOTING THICKNESS, T, IN STEPPED AREAS SHALL EQUAL THE FOOTING COMBUSTIBLE MATERIAL IN CONTACT WITH THEIR EXTERIOR SURFACES. Foundation 16 GA., 13/4" LONG THICKNESS IN THOSE UNSTEPPED AREAS. THE REINFORCING BAR SIZE IN STEPPED AREA 2. WHERE MASONRY CHIMNEYS ARE CONSTRUCTED AS PART OF MASONRY (slab-on-grade) 1 „ SHALL EQUAL THE BAR SIZE IN THOSE UNSTEPPED A MINIMUM OF 3" OF CONCRETE IS OR CONCRETE WALLS, COMBUSTIBLE MATERIALS SHALL NOT BE IN 3-8d BOX (2/2 xO.113") or PROJECT TITLE: DONARGO RESIDENCE REQUIRED AROUND ALL REINFORCING BARS. CONTACT WITH THE MASONRY OR CONCRETE WALL LESS THAN 12 INCHES *Anchor bolts shall have a minimum embedment of 7" in concrete foundations and slabs 3-8d COMMON (2%"xO.131") or �� ' ENGINEER SEAL: DATE: 9J17/2024 on-grade and 15 In masonry block foundation. A minimum of one bolt shall be „ „ FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. provided within 6 to 12 inches of each end of each plate and within 12" of each corner. 3-1 Od BOX (3 x0.128 ) or SCALE: AS NOTED 07 SURFACE DRAINAGE (R401.3 3. EXPOSED COMBUSTIBLE TRIM AND THE EDGES OF SHEATHING MATERIALS Three-inch square washers shall be used at each anchor bolt. Unless otherwise indicated. 3 STAPLES, 1" CROWN, DRAWN BY: D.G. SURFACE DRAINAGE SHALL BE DIVERTED TO A STORM SEWER CONVEYANCE OR OTHER SUCH AS WOOD SIDING AND FLOORING, SHALL BE PERMITTED TO ABUT All existing sill plates in areas of new work to be anchored with additional self taping anchor 16 GA., 1%4" LONG CHECKED BY: T.D.R. APPROVED POINT OF COLLECTION SO AS TO NOT CREATE A HAZARD. LOTS SHALL BE THE MASONRY CHIMNEY SIDE WALLS, IN ACCORDANCE WITH FIGURE bolts "Simpson" THD62600H "Titen HD". Spacing to be in accordance with R403.1.6 1"x8" & WIDER SHEATHING DRAWING No: GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS. THE GRADE PROVIDED SUCH COMBUSTIBLE TRIM OR SHEATHING IS NOT LESS 20 TO EACH BEARING WIDER THAN 1"x8u FACE NAIL R1003.18, WALL HEIGHT 8'-0" 10'-0" t �� �� AWAY FROM FOUNDATION WALLS SHALL FALL A MINIMUM OF 6 INCHES WITHIN THE FIRST THAN 8 INCHES FROM THE INSIDE SURFACE OF THE NEAREST FLUE LINING. 4-8d BOX (2/ xO.113 ) or 10 FEET. EXCEPTION: WHERE LOT LINES, WALLS, SLOPES OR OTHER PHYSICAL BARRIERS 1 ' _ .15 CHIMNEY FIREBLOCKING (R1003.19) TOP PLATE TO RIDGE ADJUSTMENT 3-8d COMMON (2/2 xO.131 ) or €, �1 PROHIBIT 6 INCHES OF FALL WITHIN 10 FEET, DRAINS OR SWALES SHALL BE CONSTRUCTED FACTOR 3-1 Od BOX (3"x0.128") or = r ' `J �' TO ENSURE DRAINAGE AWAY FROM THE STRUCTURE. IMPERVIOUS SURFACES WITHIN 10 " SPACES BETWEEN CHIMNEYS AND FLOORS AND CEILINGS THROUGH WHICH HEIGHT (ft) 4 STAPLES, 1 CROWN, r FEET OF THE BUILDING FOUNDATION SHALL BE SLOPED A MINIMUM OF 2 PERCENT AWAY CHIMNEYS PASS SHALL BE FIREBLOCKED WITH NON COMBUSTIBLE MATERIAL SECURELY FASTENED IN PLACE. THE FIREBLOCKING OF SPACES BETWEEN 10 1.00 1.00 3 ' 1 �:, _.. FROM THE BUILDING. � 16 GA., 1/4 LONG �,� - ,�t =, \ . , .,; 'r\^n'l DRAWING TITLE: CHIMNEYS AND WOOD JOISTS, BEAMS OR HEADERS SHALL BE SELF-SUPPORTING 15' 1.15 1.25 OR BE PLACED ON STRIPS OF METAL OR METAL LATH LAID ACCROSS THE SPACES " 4 NEW YORK STATE 20' 1.40 1.50 BETWEEN COMBUSTIBLE MATERIAL AND THE CHIMNEY. RESIDENTIAL CODES �iX�E.^C1. � .�✓�? t� .. DONARGO RESIDENCE N\, I1W YORK RES1', DENTIAL CODE COMPLIANCE eDONARGO RESIDENCE� 450 HAYWATERS ROAD CUTCHOGUE,NY 11935 SECTION: III BLOCK:2 LOT:2 TABLE R602.3 (1) FASTENING SCHEDULE (CONTINUED) TOWN OF SOUTHOLD BRACED WALL NOTES SUFFOLK COUNTY ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER SPACING & LOCATION 1.BRACED WALL LINES AS INDICATED ON BRACED WALL PLANS SHALL BE CONSTRUCTED IN ACCORDANCE WITH PG02.10 OF THE TOP P'-ATES FLOOR - 2020 RESIDENTIAL CODE OF 0.EW YORK STATE. y j THE DRAWINGS,SPECIFICATIONS AND OTI IER DOCUMENTS 4-8d BOX 22" .1 13 or RoorlNc Y 2.THE MAXIMUM SPACING BETWEEN BRACED WALL LINES SHALL BE GO FT. PREPARED BY THE ENGINEER FOR THIS PROJECT ARE ( X0 ) INSTRUMENTS OF TI TE ENGINEERS SERVICE FOR USE SOLELY 3-8d COMMON (22"xO.131") or TOE NAIL `Fr!XI ` y d' WITH RESPECT TO THIS PROJECT AND UNLESS OTHERWISE 21 JOIST TO SILL TOP PLATE OR GIRDER it n ` ;y 3.BRACED WALL PANELS ARE FULL-HEIGHT SECTIONS OF WALL. BRACED WALL PANELS SHALL BE CONSTRUCTED AND PLACED PROVIDED TILE ENGINEER SHALL BE DEEMED THE AUTHOR OF 3-10d BOX (3 xO.128 ) or `,. ,a - ACCORDING TO BRACED WALL PLANS AND THE BRACING METHOD SPECIFIED. TJD THESE DOCUMENTS AND SHALL RETAIN ALL COMMON LAW, tr tl Pt!R°+t"aRl+D4;�1f�R LG" r'1111, VS.n't801sRC STATUTORY AND OTHER RESERVED RIGI ITS INCLUDING THE 3-3 xO.131 NAILS `� of &aREo HOLE tlAx. COPYRIGHT. THE OWNER SHALL]3E PERMITTED TO RETAIN 40,+ERr^c�r 1 n n n 4.BRACED WALL PANELS SHALL NOT BEGIN MORE THAN 10'-O"FROM THE END OF A BRACED WALL LINE. THERE SHALL NOT BE oFsrua DEPr-+ V- COPIES OF THE ENGINEERS DRAWINGS,SPL'CIPICAT[ONS AND 8d BOX 2/ X0.113 4 O.C. TOE NAIL ` - "-�,_`! MORE THAN 20'-0"BETWEEN TWO BRACED WALL PANELS ON THE SAME BRACED WALL LINE. OTHER DOCUMENTS FOR INFORMATION AND REFERENCE IN RIM JOIST BATfD JOIST OR ( ) �_ �`T ih wl i!!'ht!TTCONNECTION WITH THE OWNERS USE AND OCCUPANCY OF THE 22 BLOCKING TO SILL OR TOP PLATE B: 8d COMMON (2%2"x0.131") Or rt r' " MIN.TOE DGF PROJECT. THE.ENGINEERS DRAWINGS,SPECIFICATIONS AND 6 O.C. TOE NAIL 5.ALL EXTERIOR WALLS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CONTINUOUSLY SHEATHED 5TRUCTURAL WOOD %IN.MIN TO EDGE OTHER DOCUMENTS SHALL NOT BE USED BY THE OWNER OR (ROOF APPLICATIONS ALSO) 1 Od BOX (3 xO.128 ) or . ° MIN.CLEARANCE PANEL METHOD(U.O.N.).THE PLYWOOD SHEATHING SHALL BE STRUCTURAL GRADE AND NOT LE55 THAN I112" IN THICKNESS. OTHERS ON OTHER PROJECTS FOR ADDITIONS TO THIS PROJECT !!am`x'tI'NY V"=!,*FR f/ � Y,'1L'tFw.i=!=T,...A, OF'ANI. p T-IN.AIRSPACE OR OR FOR COMPLETION OF THIS PROJECT FOR OTHERS WITHOUT 3"xO.131" NAILS r METAL TIE' 14 -GROUTED SPACE° WRITTEN CONSENT FROM ENGINEER. ' � 6.BRACED WALL PANELS SHALL BE NAILED OR SCREWED IN ACCORDANCE WITH TABLE R602.3(I)OF THE 2020 RCNYS. 3-8d BOX (22"x0.113") or WATER-RE595TiVE BARRIER! 70 2-8d COMMON (2211xO.131") Or MASONRY VENEER 7.BRACED WAIL PANELS ARE NOTED BY THE FOLLOWING: N°ICH MUST NOT EXCEED 2S 23 1"x6" SUBFLOOR OR LESS TO EACH JOIST 3-1 Od BOX (3"x0.128") or FACE NAIL f`-'` a. CS-WSP = CONTINUOUSLY SHEATHED WOOD STRUCTURAL PANEL /�" C_ S DE-IH 2 STAPLES,1" CROWN, C. CS-PF = SUM BOARD LOCATED PORTAL FRAME ® THOMAS D. REILLY P.E. !� DO[ILD HOLES SHALL NOT BE C. GB = GYPSUM BOARD LPCATED IN THE SAME CRESS IF HOLE(£BETWEEN 40 PERCEPT AND 16 GAUGE, I 4" LONG �• SECTION OF C'JT OR NOTCH IN 60 MST BE JTOLE ADCOMORE THAN NTV ^• STLD SUCCESSIVE DOUBLE STUDS DO 4 BEZEL LANE WALLBOARD 8.THE ENDS OF BRACED WALL LINES SHALL BE CONSTRUCTED USING ONE OF THE METHODS BOREDssIVE STVDS ARE DCUBLEC AND DO j It rt ;a�1.�It FAv@{?tt p _ , 1JATER-PESISTWE EA4RI=R` 1 BORED 3-16d BOX (3/2 x0.135 ) or .�.A C : ,.«D�-I 1--' :.•.HI>r. SHOWN BELOW: SMITHTOWN,NY 11787 24 2 SUBFLOOR TO JOIST OR GIRDER BLIND & FACE NAIL ``' ''; FLASHING' r For SI:t inch=25.4 mm. PHONE(631)724.5740 2-16d COMMON (32"xO.162") .{t �_ INSULATION WAIC*M,.I.EIAEE0 r s_TwEENS111I Note:Condition for Exterior and bearing v n+ls, EMAIL:TDRPE TDRPE.COM '� STEEL Lih'TEL' �wills, 2" PLANKS 3-16d BOX (3%2"xO.135") or AT EACH BEARINGI°-_ FIGURER602.6(1) (PLANK & BEAM- FLOOR & ROOF) 2-16d COMMON (3 2'IxO.162") FACE NAIL i YNEEPHOLE' NOTCHING AND BORED HOLE LIMITATIONS FOR EXTERIOR WALLS AND BEARING WALLS i rt tr ,-r ""` j11 ', - •,r I CONTINUOUSLY SHEATHED 3-16d COMMON (3/2 x0.162 ) I' .JOIST NhNV'*t RFIAItr{T FF AT F N*n Ov At l NOTES: " !I' 11. •' ^► "FTI'sw rtt Ct Ftr-L BRACED WALL LINE JOISTS 6':11'H1F4 TH_ H. AbFR SI Fefl y �I ,:_, �- CONTINUOUSLYSHEATHED 4-10 BOX (3"x0.128") or . .. :,.,; .� FLOCIR 26 BAND OR RIM JOIST TO JOIST 4-3"xO.131If NAILS or END NAIL =``} ' s°°� BRACED WALL LINE Jnlsr 4- x14 A STAPLES, MAS04RYVENEER WITH"N THr HF'I,f r R F;>`+hFI /.._ 3" GAUGE S S, tK 'I FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL SINGLE-PLYCIRTWO-F lv p.%1 - FIGURE R703.8 TYPICAL MASONRY VENEER WALL DETAIL /6 CROWN ©C.ArLG F!I_AOCr2 AS F:EC2t11R[L JOIST HAFIDF'R Rf'ou Rrn puT,3mt7 NAIL EACH LAYER AS OF HEADER SrjkN WHERF'JOIST END it II BEARING , Gc LFF:i�TN[S s1':r I JCF+_, II (2)FRAMING ANCHOR5 �.� 20d COMMON (4 X0.192 ) FOI LOWS:32 O.C.@ TOP NAI-SOtE PLATE APPLIED ACK0555HEATHING }II',1 B.Ok DHEADEI3 To JOI�7 PER JOINT WITH A CAPACITY OF n &BOTTOM & STAGGERED WOOD 5TRUCTURAL TABLE RG02.30) G701b5IN TOE HORIZONTAL o cv I(;F` { PANEL 5HEATHING TO F'M11n C71?'" I _ 1•`'.;", a- iT'? AND VERTICAL DIRECTION /'° RETURN r S TOP OF BAND OR RIM ��/' ° NAIL SOLE PLATE TO J0I51 PER f7 INC I1�.?T•'ll'$T OUTER BUILT-UP GIRDERS & BEAMS IOd BOX (3"xO.128") or It @ J°51T TABLERG02.3(U PANEL lE 27 24 O.C. FACE NAIL TOP I° HOLD-DOWN FULL STUD CRIFTT' ' & BOTTOM STAGGERED BRACED WALL PANEL AT END DEVICE n I1 11 OF BRACED WALL LINE BRACED WALL PANEL AT END 2 LUMBER LAYERS 3 x0.131 NAILS ON OPPOSITE SIDES OF BRACED WALL LINE 2-20d COMMON (4"x0.192") Or END CONDITION I END CONDITION 2 t WOOD STRUCTURAL PANEL 5HEATHING OVER APFROVEV BAND OR RIM J015T i' FACE NAIL AT ENDS AORP MVJO°9A"° ItEADrT:,PA''1 -' 3-1Od BOX (3"x0.128") or t.NaE OR hiriFe?r FLtI L•' J'r, & AT EACH SPLICE OVER RAISED WOOD FLOOR-FRAMING ANCHOR OPTION CONTINUOUSLY SHEATHED HEIGHT SfUUS f'EPo 3-3"x0.131" NAILS I I CONTINUOUSLY SHEATHED (WHERE PORTAL SHFATEIING DOES NOT LAP OVER BAND Of:RIM JOIST) BRACED WALL LINE SECTION RC•92-T-2 4-16d BOX (32"x0.135") BRACED WALL LINE fr - LEDGER STRIP SUPPORTING j 11 28 3-16d COMMON (3/ x0.162 ) or AT EACH JOIST OR JOISTS OR RAFTERS 4-10d BOX (3"xO.128") or RAFTER, FACE NAIL 4-3"xO.131" NAILS WOOD STRUCTURAL NAIL 501 E PLATE TO PANLL 5HEATHING TO J015T PER TABLE f 2-l Od BOX (3"X0.128") or TOP Of BAND OR RIM RG02.30) NAIL 50LE PLATE TO J015T O ° J051T PER TABLE P,G02 30) 29 BRIDGING OR BLOCKING TO JOIST 2-8d COMMON (2%2"x0.131") or EACH END, TOE NAIL . _ FIGURE RG)2.7.2 2-3"x0.131" NAILS %re"%'o TF/ j PANERETULN p RIhRBO�RDHEADERC�+"157R1a�T.OF: SPACING OF FASTENERS WOOD STRUCTURAL PANEL 5HEATHING OVER APPROVED BAND OR RIM J015T 48"MINIMUM BRACED WALL 1 OI-0" MAX. IRST BRACED SL£rLt3OR +; ITEM DESCRIPTION OF BUILDING ELEMENTS NUMBER & TYPE OF FASTENER EDGES INTERMEDIATE O5R°vE°BA"°°RR'M PANEL AT END OF BRACED WALL PANEL �I'L. r�,FI� :; `._ ��•,.s�ti�LSQI�,;rk,,� I AT LACH E'.O A"IO AT 12!•I-O C. INCHES SUPPORT OVER RAISED WOOD FLOOR-OVERLAP OPTION WALL LINE •SEE REQUIREMENTS �J I (DLPR"i OF 13L0�yit,,,JUST CLIENT APPROVALS WOOD STRUCTURAL PANELS, SUBFLOOR, ROOF & INTERIOR WALL SHEATHING FRONT ELEVATION wHrr E PORTALsrrenmuaG APS OVEP.BAND OR RIMJor T) SECTION END CONDITION 3 END CONDITION 4 '•.+ DEf°TF h7NL'S 2 in_► APPROVED BY: DATE: -+ _ ' 1 ISSUED FOR REVIEW 9/17/2024 TO FRAMING & PARTICLEBOARD WALL SHEATHING TO FRAMING •.� ,--w " R METHOD C5-PF-CONTINUOUSLY SHEATHED PORTAL CONTINUOUSLY SHEATHED 2 ISSUED FOR REVIEW 9/19/2024 6d COMMON (2 x0.113 ) NAIL (SUBFLOOR WALL) FRAME PANFI. CON.STRLIr,T!ON 't + rL.t,LJN`"itTtfTr-r�':v ,: BRACED WALL LINE � CC";Tr+I-H4+'�st;4.n Cf*4 14 is-s.F.1k.C1,41,LFnr;'Ra REQUIREMENTS �. `r,,'+•. i `` 3 tr j rt tt rl C3".LA"GJ! ^T }i Er?ACe;JivActFxA«_L + 3 . - r.. JOIST 30 Y8 _/2 8d COMMON (22 it ") 6 1 Z RETURN PANEL: 24"FOR BRACED WALL LINES SHEATHED WITH ~~.` -�`� 4 NAIL (ROOF) Or s' ---- WOOD STRUCTURAL PANELS 5 iry is�', �y RSRS-01 (2 g"xO.113") ROOF �� f?=Lr• I"tTA rt�a "' I DISTANCE D: 24"FOR BRACED WALL LINES SHEATHED WITH '� 4 6 WOOD STRUCTURAL PANELS ti� ^,. ` t,I(IL 24N.x 2-Pl. 3J T.µ_CUPA FII j „ „ #' 32"FOR BRACED WALL LINES SHEATHED WITH FASTENEDYWH2 NO.eSOPLA-5 7 8d COMMON NAIL (2/2 x0.131 ) 6" 12" ` �1 t7'r 0 C,ALC*.,7' STRUCTURAL FIBERBOARD. VI- Cx.IOH EACH LEG t'k flI H OR ANGLE 31 1% 'l 1" 32 RSRS-01 (2%"xO.113") ROOF e'` - V,,N.p O +� ESA zc' tiL L rA"ycL � (~ron,r.,,CJ},�A>L F',�.'aCl rM \, `� =JOIST t1E!'T`rI t.-t.JS 2 Pc 1 HOLD-DOWN 800LB5 CAPACITY SIMP50N HD5B FASTENED 8 aI. DEVICE: TO THE EDGE OF THE BRACED WALL PANEL 2 FIO,8 SCRUA t 114ROUC-tt 1 n _ 1 n 1 Od COMMON NAIL (31' 0.148") " 11 I HOLD-DOWN DEVICE-1FIRST BRACED WALL PANEL CLOSET TO THE CORNER AND TO THE ► 1 6TRA.P 1O0LOCf'1tr, 9 32 1/ 1/ j tt tt 6 12 .. T;rarr^a,'I+_[o?r.+:rY" FOUNDATION OR FLOOR FRAMING BELOW 8d (2/ x0.131 )DEFORMED NAIL +,";ALL r'A".rL END CONDITION 5 COt:rivIJgIJS t'1,aN x 33. FaO.�SCREW TbiPt7!JO11 OTHER WALL SHEATHING SrR PTO"ST(TYP) 11 A":.STEEL$TRa(* 12" GALVANIZED ROOFING °3_"A fc Ir ID C K�in S•"`'p 1-7 0 C A_0%r. ENO CONDITION FOR BRACED WALL LINES WITH CONTINUOUS SHEATHING 33 2" STRUCTURAL CELLULOSIC NAIL, %6" HEAD DIAMETER, 3„ 6„ FIGURE R505.3.3.2(1) 3 FIBERBOARD SHEATHING or 1%4" LONG 16 GA. STAPLE -0. EYTEI,,°TGIF HLA2rR%%ITg DOUl�E FORT!�LFRAIP =s(rvll�FlAC�ID v1A1 _PANELS) JOIST BLOCKING(SOLID) 1 W/%6" or 1" CROWN E Ttrr-or(+te a T7(',"Pat-I Sr,E r,F�TALr 4 r."� r ICNL f:R,aCED'AALL PA4ELI FddS"E"1 K"tty 5TLtT] 1%4" GALVANIZED ROOFING .'_14'°FT`FS"F0►;17n4�a=o�F;�:R Tt�HI-APFH VI-4 F 34 222" STRUCTURAL CELLULOSIC NAIL, %6" HEAD DIAMETER, Ir tl N Lrr�+�-�. I!t - cIr <j �E or.noucL r =.TaL t��J1' cPs -- ►r r 1 11 3 6 _t 1 + TE _4a sTrrar rEr� �, s FIBERBOARD SHEATHING a ° '"� '� - Tr•LI��1111-L a 4!-. s f REVISIONS & DRAWING ISSUE ".�!t-_r rL cT*1,I r 1+ ^C!,Y5'�:AtL: LAN Etrf LJ�1:.E SIDE W N 0 ,,T or 1/ LONG 16 GA. STAPLE OP r ""`_I Y._<ST cIl F � r,= �; F..��..r-L �,; �. : - 7 tt n !i_!rI.T tAt Ilrr�) ." ISSUED TO G.C. 9/27/2024 4 _.._.____-_._____.... , , *.R �' `'�-- h,;� ,✓ •. 2 ISSUED TO BLDG.DEPT. 10/3/2024 W/ /6 or 1 CROWN F << RIN 'I's 1,°."%FT Fk='ArFR;STFFI h�A'3fR P?7'JH°I?TTFI� 60 .# , m . . �• I , FIGURE R602.10.10 9 ��� r �,ax,: rFT F,L�Ef].rtA�e1�e¢c�-alb_o rir_�>�_rc 1%2" GALVANIZED ROOFING *� '�'j' ' IrNELCEEt,f�A`aEL 5' 35 2" GYPSUM SHEATHING NAIL;STAPLE GALVANIZED, 711 7" BRACEt�'�'lALL PANEL COnII`+'ECTI�J`�l 7'11FHEN PERPENDICULAR TO FLOOR,CEILING FRAAI'IIPr'G '`---FAST�,a t HEAT�I�I-0 TO HEA[l F Vvff�I PO !TILlvE EDGES SHA!t 4, CC?"<t,"<i?NC7?G.IL:.k':FC?F;}KFlAlt5[V3'CiY1rI f�CfSJFxCrY'? AIIF.'?`� �reaaENfar t �;4i 4 1%2" LONG; 1%4" SCREWS, _ FTTc `.' �!-C;tea I,A_€IJTUR;Oh,l.'[]' plAT=tb y ` .+ EL0CF!1ga V:IT wri TH'2 FkFA?EH'I't'ITH + ./ {-q �y Y may+ p TYPE W ORS C 'P,LIr�J^.r .a �Lrr lei ar tWF,' r n ruLr+l*II:~tl°B: IPs1 F FA'tFR Tt111�t't�-STL"7 5T??.TP PFR Ttt4t F R!LJt7LE 24"cF THE S�13U 8( C Cf�'I' B[.y It +'^ Pars is r �' FTfr`1N,�J:'�+Or�'.+`r' !til'1 F'O` �+,P R{:"r.'t, a�.'i ,t fTt.ld"+. 1 ,GHLJTTil�iP 6 ca4 s mt for rrr rr rr r APct°.v Irr Ata r. 3 P r V a I.P:INXL t EA4-e^V L FAWI L. Qr s`•rm ir_.,E or E TI t r{y Ft F±G I fR C .I C w 310.F !':A I:5 AT RAFTERS 1/4 GALVANIZED ROOFING �. �- " Mz"-R`fG Is rr u!FFr-? . a•Gt.G Tvr- � - NAIL STAPLE GALVANIZED IF`F'V,CHmNrE F`r"'E`-`� �` PL'�`T►` '"�"`'ITH Od '0,C, ALONG 7 5 " GYPSUM SHEATHING 7N 7rt 1 I - ;� '�._ .,,, Fa• . , ;�`T}� P I3R!`�"E. ►b".rLl lt't "I` ! Ft 1 r +v-'F.E rx t'FEn.,,,l,[Bh, ..t>� m7tH+�tl*i LENGTH � . VI ALL tt 5 It , .' '�1$TRF1rTL°R,:1 P:,`aFL SH=ATH!Id°; I/ LONG; 1/ SCREWS 1 _: Trrlbt'LrtJrzrpL �T tJCTts *L 8 8 4•.i'Th4 T( .f R'.r l`:CR C s:kf�"1!TFTt E?{`r,Fal I:�i AT `e t T h is 2. I• r V C. �., �. F(�A1.F CCIFf1Ti;LFr'F0"J tryst]-5: 9 TYPE W ORS - c�c�-1 AtL F..i..I .0,.rTU 6 A.%R E} I_LS) S �=S' 11 0 C.A�ICraG - �NAIL.I-M HOS'. d TYT', WOOD STRUCTURAL PANELS COMBINATION SUBFLOOR UNDERLAYMENT TO FRAMING '--a-e* �' WA.1 'u �A.*�A' *"' "R'I"�: r '- 'Le y A F ' T 1 � �++�:,L]rsu r�,,�.:� eiI@r',IkF3 �'''�-- h,-t`f_LEFdST'N DF Flhtk'EG F'°C�TI4E+`E F7rt^'_^_1D-rs I"r'rA:r�.."'+,Fzr.+�g.;,r I MrwlraR . NU!,I_ER0 JACY, 6d DEFORMED(2"x0.120")NAIL; or �' II. St.r4!'.'EIOJET_0.A11CYt}RB13LTS F��'it y=scirtE`` F6(;[)RE RaiQ2,10.$,2(f) 11 37 %4" AND LESS 1 tl rr 611 12tt -' :, �s .�` INS'11ALLLUF��'ELCH I•-iA4C31.6vn.TF� �I A.� (} '`ALL PANEL Cfl1`�NE TI�}N TO PERPEI` L)Cl 8d COMMON(2/ xO.131 )NAIL a®ACFE,V01 F.� 7.7 itJ'+i'F?lATF V1,IL .HFR ILAR RAFTERS Y,IL.:1.F°A,*,T�L s.•-.-*.,.L'fw.aL��r'Y�`�-L f"R."F�?L �„" s w-IF:TFr !flT7e!k T pFI,`F[S 8d COMMON(22"x0.131")NAIL or ,. VAALL PA'JFL ���°PRFb 3 p 7 Ii II tl II 3- !F it'Q.C.►1+S:3 CY fT ti E ; I 8 - 1 6 12 hl.,:"L.�rtnL r a;LL f a s fi"r+7 C AL CutCi alga ax t.A�, I- r �. , I AI l:GF°`iT(+TyF? 1".�1 t £XTEr9^fil On 43EARINO VfA2_L 8d DEFORMED(2211xO.120")NAIL r AI�1-'iYALI c%,es•. ,� F,r�,I•s,hdGtrl* R I tR 4 rrOr(TNL .: I FOR I 11 " _ 11 n 1Od COMMON(3"x0.l48")NAIL; Or 6tt 12t1 �� e r3a �« PROJECT TITLE: DONARGO RESIDENCE 39 /4 8d DEFORMED(2%2"xO.120")NAIL # 1 -.I�� s ,.� . I< I;NGmsr:R seAl.: DATE: 9/17/2m_4 w i t EAcrIJc A Er NQFtE-OtT,-FEFi EEC'14`�n't,t+:}t ar SCALE: AS NOTED T 16 GAGE t0�4 I":}A'lT,t 51M1i Y!I'.Yr NO,CHGREALTERTHAtl50 DRAWN BY: D.G. (iFt.i-t4��•ff°.. CR�nx1Ci METAL TIF FASTe;NFQ ACROSS AND rrz`rlral-4rl F ,TaraCt. r"trF:LLT.N III t'f3^.c T'ROPdTELETIlATIr N E�TI4N PERCENTOFTHEPLATEWDTH TO THEPLATrATEACHSIDEOFTPV OF E', )COS' F'�1,:F D 44 At_F=kSL r��r�r}a�.l u��Ir: _ NOTCH wrTll n Irta NAIL s EAt:I+Slor CHECKED BY: T.D.R. DRAWING NO: FIGURE R602.10.8(2) FIGURE RE1�Z.1 L�.6.3 BRACED 1r`I PANEL (CONNECTION 1I,,%1 'EN PARALLEL TO FL+OORI�CEILING FRAMING _2 TOP PLAT£ DRAWING TITLE: V/M-H NEW YORK STATE FIGURER602.6.1 RESIDENTIAL CODES TOP PLATE FRAMING TO ACCOMMODATE PIPING .! DONARGO RESIDENCE